Region Calendar YeVehicle CatModel YearSpeed Fuel Total VMT CVMT EVMT NOx_RUNEPM2.5_RU PM10_RUNEX CO2_RUNECH4_RUNEN2O_RUNEROG_RUNETOG_RUNECO_RUNEXSOx_RUNE NH3_RUNEPM10_PMBPM2.5_PMFuel Consu Energy Consumption San Joaquin 2021 HHDT Aggregate 5 Diesel 3695.75 3695.75 0 23.81421 0.157053 0.164154142 3620.233 0.033587 0.570369 0.723126 0.823224 1.518954 0.034281 0.115571 0.162333 0.056816 0.356481 0 San Joaquin 2021 HHDT Aggregate 10 Diesel 67341.85 67341.85 0 10.35321 0.03328 0.034785032 3132.965 0.016265 0.4936 0.350187 0.398662 1.301731 0.029667 0.186932 0.146568 0.051299 0.3085 0 San Joaquin 2021 HHDT Aggregate 15 Diesel 156484.1 156484.1 0 6.78019 0.02178 0.02276524 2524.882 0.009299 0.397796 0.200199 0.227912 0.792549 0.023909 0.193576 0.142836 0.049993 0.248623 0 Average 0.073901471
Resident Risk Worker Risk
Max 5.21E-06 Max 1.07E-06
Year 1 Year 2 Year 3 Total Year 1 Year 2 Year 3 Total
1 251428.78 4064178.37 1.25E-06 3.70E-06 8.70E-08 5.04E-06 1 252295.1 4064359.62 1.353E-08 4.33E-08 4.30E-09 6.117E-08 2 251429.52 4064129.41 1.28E-06 3.79E-06 8.90E-08 5.16E-06 2 252312.1 4064377.23 1.0367E-08 3.32E-08 3.30E-09 4.687E-08 3 251432.49 4064099.73 1.29E-06 3.82E-06 8.99E-08 5.21E-06 3 252349.2 4064411.12 6.7506E-09 2.16E-08 2.15E-09 3.052E-08 4 251427.29 4064065.61 1.27E-06 3.75E-06 8.81E-08 5.10E-06 4 252320.5 4064424.11 6.9461E-09 2.22E-08 2.21E-09 3.140E-08 5 251482.93 4063713.97 6.67E-07 1.97E-06 4.64E-08 2.69E-06 5 252385.3 4064445.41 4.797E-09 1.54E-08 1.52E-09 2.169E-08 6 251482.19 4063670.95 5.96E-07 1.76E-06 4.15E-08 2.40E-06 6 252355.3 4064459.03 4.9068E-09 1.57E-08 1.56E-09 2.218E-08 7 251530.41 4063621.24 5.38E-07 1.59E-06 3.74E-08 2.17E-06 7 252325.3 4064472.65 5.1052E-09 1.64E-08 1.62E-09 2.308E-08 8 251467.35 4063558.19 4.52E-07 1.34E-06 3.14E-08 1.82E-06 8 252295.3 4064486.26 5.3412E-09 1.71E-08 1.70E-09 2.415E-08 9 251470.32 4063379.4 3.09E-07 9.14E-07 2.15E-08 1.24E-06 9 252421.6 4064479.63 3.6022E-09 1.15E-08 1.14E-09 1.629E-08 10 251468.09 4063320.8 2.76E-07 8.15E-07 1.92E-08 1.11E-06 10 252401 4064488.98 3.6354E-09 1.16E-08 1.16E-09 1.643E-08 11 251551.18 4063314.86 2.75E-07 8.14E-07 1.91E-08 1.11E-06 11 252380.4 4064498.32 3.7071E-09 1.19E-08 1.18E-09 1.676E-08 12 251558.6 4063283.7 2.61E-07 7.71E-07 1.81E-08 1.05E-06 12 252359.8 4064507.67 3.8105E-09 1.22E-08 1.21E-09 1.723E-08 13 251484.42 4063291.86 2.61E-07 7.73E-07 1.82E-08 1.05E-06 13 252339.3 4064517.01 3.9338E-09 1.26E-08 1.25E-09 1.778E-08 14 251482.19 4063261.45 2.48E-07 7.32E-07 1.72E-08 9.97E-07 14 252318.7 4064526.36 4.0644E-09 1.30E-08 1.29E-09 1.837E-08 15 251558.6 4063264.42 2.52E-07 7.46E-07 1.75E-08 1.02E-06 15 252298.1 4064535.7 4.1954E-09 1.34E-08 1.33E-09 1.897E-08 16 251557.86 4063240.68 2.42E-07 7.17E-07 1.69E-08 9.76E-07 16 252458.5 4064513.59 2.8139E-09 9.01E-09 8.94E-10 1.272E-08 17 251474.03 4063241.42 2.39E-07 7.07E-07 1.66E-08 9.62E-07 17 252428.5 4064527.2 2.8488E-09 9.12E-09 9.05E-10 1.288E-08 18 251620.91 4063183.55 2.27E-07 6.72E-07 1.58E-08 9.15E-07 18 252398.5 4064540.82 2.9439E-09 9.43E-09 9.36E-10 1.331E-08 19 251620.91 4063223.61 2.41E-07 7.13E-07 1.68E-08 9.71E-07 19 252368.5 4064554.44 3.0835E-09 9.88E-09 9.80E-10 1.394E-08 20 251621.66 4063273.32 2.61E-07 7.72E-07 1.82E-08 1.05E-06 20 252338.5 4064568.06 3.2402E-09 1.04E-08 1.03E-09 1.465E-08 21 251623.14 4063300.77 2.74E-07 8.09E-07 1.90E-08 1.10E-06 21 252308.5 4064581.67 3.3912E-09 1.09E-08 1.08E-09 1.533E-08 22 251589.76 4063302.25 2.71E-07 8.03E-07 1.89E-08 1.09E-06 22 252531.2 4064581.93 1.8684E-09 5.98E-09 5.94E-10 8.447E-09 23 251586.79 4063248.1 2.47E-07 7.32E-07 1.72E-08 9.96E-07 23 252510.5 4064591.34 1.8731E-09 6.00E-09 5.95E-10 8.468E-09 24 251585.31 4063211.74 2.33E-07 6.91E-07 1.62E-08 9.40E-07 24 252489.8 4064600.76 1.8955E-09 6.07E-09 6.02E-10 8.569E-09 25 251391.19 4062929.61 1.50E-07 4.45E-07 1.05E-08 6.05E-07 25 252469 4064610.17 1.9353E-09 6.20E-09 6.15E-10 8.749E-09 26 251489.76 4062921.4 1.54E-07 4.55E-07 1.07E-08 6.19E-07 26 252448.3 4064619.59 1.9905E-09 6.38E-09 6.33E-10 8.999E-09 27 251803.66 4062911.78 1.66E-07 4.91E-07 1.16E-08 6.69E-07 27 252427.6 4064629 2.0576E-09 6.59E-09 6.54E-10 9.302E-09 28 251747.96 4062909.78 1.65E-07 4.88E-07 1.15E-08 6.65E-07 28 252406.8 4064638.42 2.1319E-09 6.83E-09 6.78E-10 9.638E-09 29 251692.75 4062909.78 1.64E-07 4.84E-07 1.14E-08 6.59E-07 29 252386.1 4064647.83 2.2084E-09 7.07E-09 7.02E-10 9.984E-09 30 251642.89 4062916.91 1.63E-07 4.82E-07 1.13E-08 6.56E-07 30 252365.4 4064657.25 2.2823E-09 7.31E-09 7.25E-10 1.032E-08 31 251566.31 4062916.91 1.58E-07 4.68E-07 1.10E-08 6.37E-07 31 252344.6 4064666.66 2.35E-09 7.53E-09 7.47E-10 1.062E-08 32 251463.02 4062845.67 1.40E-07 4.14E-07 9.74E-09 5.64E-07 32 252323.9 4064676.07 2.4097E-09 7.72E-09 7.66E-10 1.089E-08 33 251527.13 4062845.67 1.44E-07 4.26E-07 1.00E-08 5.80E-07 33 252303.2 4064685.49 2.4614E-09 7.88E-09 7.82E-10 1.113E-08 34 251577 4062852.8 1.48E-07 4.38E-07 1.03E-08 5.96E-07 34 252604.5 4064650.07 1.342E-09 4.30E-09 4.27E-10 6.067E-09 35 251612.61 4062851.02 1.50E-07 4.43E-07 1.04E-08 6.03E-07 35 252583.9 4064659.42 1.3427E-09 4.30E-09 4.27E-10 6.070E-09 36 251673.16 4062845.67 1.51E-07 4.47E-07 1.05E-08 6.09E-07 36 252563.3 4064668.76 1.354E-09 4.34E-09 4.30E-10 6.121E-09 37 251730.15 4062847.46 1.53E-07 4.52E-07 1.06E-08 6.15E-07 37 252542.7 4064678.11 1.376E-09 4.41E-09 4.37E-10 6.221E-09 38 251776.45 4062847.46 1.53E-07 4.53E-07 1.06E-08 6.17E-07 38 252522.2 4064687.45 1.4082E-09 4.51E-09 4.48E-10 6.366E-09 39 251806.73 4062843.89 1.52E-07 4.51E-07 1.06E-08 6.14E-07 39 252501.6 4064696.8 1.4493E-09 4.64E-09 4.61E-10 6.552E-09 40 251787.14 4062761.97 1.38E-07 4.09E-07 9.62E-09 5.57E-07 40 252481 4064706.14 1.4973E-09 4.80E-09 4.76E-10 6.769E-09 41 251742.62 4062772.66 1.40E-07 4.14E-07 9.74E-09 5.64E-07 41 252460.4 4064715.49 1.55E-09 4.96E-09 4.93E-10 7.007E-09 42 251699.88 4062774.44 1.40E-07 4.14E-07 9.74E-09 5.64E-07 42 252439.8 4064724.83 1.6047E-09 5.14E-09 5.10E-10 7.255E-09 43 251657.14 4062774.44 1.39E-07 4.12E-07 9.68E-09 5.61E-07 43 252419.2 4064734.18 1.6587E-09 5.31E-09 5.27E-10 7.499E-09 44 251621.52 4062776.22 1.38E-07 4.10E-07 9.63E-09 5.58E-07 44 252398.7 4064743.52 1.7095E-09 5.48E-09 5.43E-10 7.728E-09 45 251580.56 4062778 1.37E-07 4.05E-07 9.53E-09 5.52E-07 45 252378.1 4064752.87 1.7551E-09 5.62E-09 5.58E-10 7.934E-09 46 251534.26 4062778 1.35E-07 3.99E-07 9.37E-09 5.43E-07 46 252357.5 4064762.21 1.7943E-09 5.75E-09 5.70E-10 8.112E-09 47 251468.37 4062779.78 1.31E-07 3.88E-07 9.13E-09 5.29E-07 47 252336.9 4064771.56 1.8266E-09 5.85E-09 5.81E-10 8.258E-09 48 251382.89 4062811.84 1.31E-07 3.88E-07 9.13E-09 5.29E-07 48 252316.3 4064780.9 1.8526E-09 5.93E-09 5.89E-10 8.375E-09 49 251379.32 4062842.11 1.35E-07 4.01E-07 9.42E-09 5.46E-07 49 252677.7 4064718.22 1.0178E-09 3.26E-09 3.24E-10 4.601E-09 50 250861.1 4063340.75 2.43E-07 7.18E-07 1.69E-08 9.78E-07 50 252647 4064732.17 1.0197E-09 3.27E-09 3.24E-10 4.610E-09 51 250791.65 4063342.53 2.38E-07 7.04E-07 1.66E-08 9.59E-07 51 252616.2 4064746.12 1.0365E-09 3.32E-09 3.29E-10 4.686E-09 52 250725.75 4063340.75 2.32E-07 6.88E-07 1.62E-08 9.36E-07 52 252595.8 4064755.42 1.056E-09 3.38E-09 3.36E-10 4.774E-09 53 250672.33 4063346.09 2.30E-07 6.81E-07 1.60E-08 9.27E-07 53 252565 4064769.37 1.0967E-09 3.51E-09 3.49E-10 4.958E-09 54 250716.85 4064051.3 3.93E-07 1.16E-06 2.73E-08 1.58E-06 54 252544.6 4064778.67 1.1302E-09 3.62E-09 3.59E-10 5.109E-09 55 250868.22 4064396.79 3.98E-07 1.18E-06 2.77E-08 1.60E-06 55 252513.8 4064792.62 1.187E-09 3.80E-09 3.77E-10 5.366E-09 56 250903.84 4064325.55 4.38E-07 1.30E-06 3.05E-08 1.77E-06 56 252493.3 4064801.92 1.2272E-09 3.93E-09 3.90E-10 5.548E-09 57 250859.32 4064323.77 4.14E-07 1.23E-06 2.88E-08 1.67E-06 57 252462.6 4064815.87 1.287E-09 4.12E-09 4.09E-10 5.818E-09 58 250697.26 4064218.7 3.62E-07 1.07E-06 2.52E-08 1.46E-06 58 252442.1 4064825.17 1.3244E-09 4.24E-09 4.21E-10 5.987E-09 59 250639.08 4064571.48 2.78E-07 8.21E-07 1.93E-08 1.12E-06 59 252411.4 4064839.12 1.3739E-09 4.40E-09 4.37E-10 6.211E-09 60 253553.04 4065588.82 1.24E-08 3.68E-08 8.66E-10 5.01E-08 60 252390.9 4064848.42 1.4011E-09 4.49E-09 4.45E-10 6.334E-09 61 253561.06 4065673.11 1.17E-08 3.46E-08 8.14E-10 4.72E-08 61 252360.2 4064862.37 1.4321E-09 4.59E-09 4.55E-10 6.474E-09 62 253593.17 4065616.92 1.20E-08 3.55E-08 8.34E-10 4.83E-08 62 252339.7 4064871.67 1.4468E-09 4.63E-09 4.60E-10 6.541E-09 63 250663.21 4065572.77 8.79E-08 2.60E-07 6.12E-09 3.54E-07 63 252309 4064885.62 1.4621E-09 4.68E-09 4.65E-10 6.610E-09 64 250651.17 4065480.45 1.00E-07 2.96E-07 6.97E-09 4.03E-07 64 252750.9 4064786.38 8.0342E-10 2.57E-09 2.55E-10 3.632E-09 65 250647.16 4065303.85 1.30E-07 3.85E-07 9.06E-09 5.25E-07 65 252720.3 4064800.28 8.04E-10 2.58E-09 2.56E-10 3.635E-09 66 250659.2 4065203.51 1.52E-07 4.49E-07 1.06E-08 6.12E-07 66 252689.7 4064814.19 8.1421E-10 2.61E-09 2.59E-10 3.681E-09 67 250651.17 4065119.23 1.72E-07 5.08E-07 1.19E-08 6.91E-07 67 252659 4064828.09 8.3424E-10 2.67E-09 2.65E-10 3.771E-09 68 250651.17 4064970.72 2.07E-07 6.13E-07 1.44E-08 8.34E-07 68 252628.4 4064841.99 8.636E-10 2.77E-09 2.74E-10 3.904E-09 69 250647.16 4064886.44 2.26E-07 6.67E-07 1.57E-08 9.09E-07 69 252597.8 4064855.89 9.0095E-10 2.89E-09 2.86E-10 4.073E-09 70 250647.16 4064782.08 2.47E-07 7.30E-07 1.72E-08 9.94E-07 70 252567.2 4064869.79 9.4389E-10 3.02E-09 3.00E-10 4.267E-09 71 250647.16 4064858.34 2.32E-07 6.85E-07 1.61E-08 9.33E-07 71 252536.6 4064883.69 9.8963E-10 3.17E-09 3.15E-10 4.474E-09 72 250651.17 4064705.82 2.61E-07 7.72E-07 1.82E-08 1.05E-06 72 252505.9 4064897.59 1.0349E-09 3.31E-09 3.29E-10 4.679E-09 73 251060.57 4065641 7.55E-08 2.23E-07 5.25E-09 3.04E-07 73 252475.3 4064911.49 1.0766E-09 3.45E-09 3.42E-10 4.867E-09 74 251072.61 4065592.84 8.01E-08 2.37E-07 5.57E-09 3.23E-07 74 252444.7 4064925.39 1.1123E-09 3.56E-09 3.54E-10 5.028E-09 75 250964.24 4065649.03 7.59E-08 2.24E-07 5.28E-09 3.06E-07 75 252414.1 4064939.3 1.1402E-09 3.65E-09 3.62E-10 5.155E-09 76 250879.95 4065657.05 7.60E-08 2.25E-07 5.29E-09 3.06E-07 76 252383.5 4064953.2 1.1596E-09 3.71E-09 3.69E-10 5.242E-09 77 250879.95 4065616.92 8.00E-08 2.37E-07 5.56E-09 3.22E-07 77 252352.9 4064967.1 1.1714E-09 3.75E-09 3.72E-10 5.296E-09 78 250968.25 4065600.86 8.06E-08 2.38E-07 5.61E-09 3.25E-07 78 252322.2 4064981 1.1777E-09 3.77E-09 3.74E-10 5.324E-09 79 250811.72 4065665.08 7.60E-08 2.25E-07 5.29E-09 3.06E-07 79 252823.9 4064854.63 6.5365E-10 2.09E-09 2.08E-10 2.955E-09 80 252803.1 4064864.05 6.5307E-10 2.09E-09 2.08E-10 2.952E-09 81 252782.4 4064873.46 6.555E-10 2.10E-09 2.08E-10 2.963E-09 82 252761.7 4064882.88 6.6082E-10 2.12E-09 2.10E-10 2.987E-09 83 252740.9 4064892.29 6.6927E-10 2.14E-09 2.13E-10 3.026E-09 84 252720.2 4064901.71 6.807E-10 2.18E-09 2.16E-10 3.077E-09 85 252699.5 4064911.12 6.9501E-10 2.23E-09 2.21E-10 3.142E-09 86 252678.7 4064920.53 7.1212E-10 2.28E-09 2.26E-10 3.219E-09 87 252658 4064929.95 7.3172E-10 2.34E-09 2.33E-10 3.308E-09 88 252637.3 4064939.36 7.5336E-10 2.41E-09 2.39E-10 3.406E-09 89 252616.5 4064948.78 7.7661E-10 2.49E-09 2.47E-10 3.511E-09 90 252595.8 4064958.19 8.0081E-10 2.56E-09 2.55E-10 3.620E-09 91 252575.1 4064967.61 8.253E-10 2.64E-09 2.62E-10 3.731E-09 92 252554.3 4064977.02 8.4925E-10 2.72E-09 2.70E-10 3.839E-09 93 252533.6 4064986.44 8.7208E-10 2.79E-09 2.77E-10 3.942E-09 94 252512.8 4064995.85 8.9326E-10 2.86E-09 2.84E-10 4.038E-09 95 252492.1 4065005.26 9.1222E-10 2.92E-09 2.90E-10 4.124E-09 96 252471.4 4065014.68 9.287E-10 2.97E-09 2.95E-10 4.198E-09 97 252450.6 4065024.09 9.424E-10 3.02E-09 3.00E-10 4.260E-09 98 252429.9 4065033.51 9.5331E-10 3.05E-09 3.03E-10 4.310E-09 99 252409.2 4065042.92 9.6143E-10 3.08E-09 3.06E-10 4.346E-09 100 252388.4 4065052.34 9.6699E-10 3.10E-09 3.07E-10 4.372E-09 101 252367.7 4065061.75 9.7043E-10 3.11E-09 3.08E-10 4.387E-09 102 252347 4065071.17 9.7219E-10 3.11E-09 3.09E-10 4.395E-09 103 252326.2 4065080.58 9.7304E-10 3.12E-09 3.09E-10 4.399E-09 104 252284.8 4065099.41 9.7495E-10 3.12E-09 3.10E-10 4.408E-09 105 252897.1 4064922.79 5.4463E-10 1.74E-09 1.73E-10 2.462E-09 106 252876.4 4064932.17 5.442E-10 1.74E-09 1.73E-10 2.460E-09 107 252855.8 4064941.54 5.4575E-10 1.75E-09 1.73E-10 2.467E-09 108 252835.1 4064950.92 5.4937E-10 1.76E-09 1.75E-10 2.484E-09 109 252814.5 4064960.29 5.5505E-10 1.78E-09 1.76E-10 2.509E-09 110 252793.8 4064969.67 5.6274E-10 1.80E-09 1.79E-10 2.544E-09 111 252773.2 4064979.04 5.7253E-10 1.83E-09 1.82E-10 2.588E-09 112 252752.5 4064988.42 5.8435E-10 1.87E-09 1.86E-10 2.642E-09 113 252731.9 4064997.8 5.9818E-10 1.92E-09 1.90E-10 2.704E-09 114 252711.2 4065007.17 6.1377E-10 1.97E-09 1.95E-10 2.775E-09 115 252690.6 4065016.55 6.3094E-10 2.02E-09 2.01E-10 2.852E-09 116 252669.9 4065025.92 6.493E-10 2.08E-09 2.06E-10 2.935E-09 117 252649.3 4065035.3 6.6854E-10 2.14E-09 2.12E-10 3.022E-09 118 252628.6 4065044.68 6.8808E-10 2.20E-09 2.19E-10 3.111E-09 119 252608 4065054.05 7.0747E-10 2.27E-09 2.25E-10 3.198E-09 120 252587.3 4065063.43 7.261E-10 2.33E-09 2.31E-10 3.283E-09 121 252566.7 4065072.8 7.4364E-10 2.38E-09 2.36E-10 3.362E-09 122 252546 4065082.18 7.5969E-10 2.43E-09 2.41E-10 3.434E-09 123 252525.4 4065091.56 7.7397E-10 2.48E-09 2.46E-10 3.499E-09 124 252504.7 4065100.93 7.8634E-10 2.52E-09 2.50E-10 3.555E-09 125 252484.1 4065110.31 7.9661E-10 2.55E-09 2.53E-10 3.601E-09 126 252463.4 4065119.68 8.0485E-10 2.58E-09 2.56E-10 3.639E-09 127 252442.8 4065129.06 8.1108E-10 2.60E-09 2.58E-10 3.667E-09 128 252422.1 4065138.43 8.1546E-10 2.61E-09 2.59E-10 3.686E-09 129 252401.5 4065147.81 8.1819E-10 2.62E-09 2.60E-10 3.699E-09 130 252380.8 4065157.19 8.1956E-10 2.63E-09 2.61E-10 3.705E-09 131 252360.2 4065166.56 8.1995E-10 2.63E-09 2.61E-10 3.707E-09 132 252339.5 4065175.94 8.198E-10 2.63E-09 2.61E-10 3.706E-09 133 252318.9 4065185.31 8.1956E-10 2.63E-09 2.61E-10 3.705E-09 134 252305.3 4064296.34 3.0735E-08 9.84E-08 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9.5007E-09 3.04E-08 3.02E-09 4.295E-08 995 251390.8 4064568.63 9.8596E-09 3.16E-08 3.13E-09 4.457E-08 996 251381.2 4064547.4 1.0177E-08 3.26E-08 3.23E-09 4.601E-08 997 251371.6 4064526.17 1.0451E-08 3.35E-08 3.32E-09 4.725E-08 998 251362.1 4064504.95 1.0682E-08 3.42E-08 3.40E-09 4.829E-08 999 251352.5 4064483.72 1.0872E-08 3.48E-08 3.46E-09 4.915E-08 1000 251342.9 4064462.49 1.1026E-08 3.53E-08 3.50E-09 4.985E-08 1001 251333.3 4064441.26 1.1149E-08 3.57E-08 3.54E-09 5.040E-08 1002 251323.7 4064420.04 1.1248E-08 3.60E-08 3.58E-09 5.085E-08 1003 251314.1 4064398.81 1.1328E-08 3.63E-08 3.60E-09 5.121E-08 1004 251304.5 4064377.58 1.1393E-08 3.65E-08 3.62E-09 5.151E-08 1005 252007.2 4065012.56 1.8076E-09 5.79E-09 5.75E-10 8.172E-09 1006 252031.2 4065011.79 1.7357E-09 5.56E-09 5.52E-10 7.847E-09 1007 252055.2 4065011.03 1.6631E-09 5.33E-09 5.29E-10 7.519E-09 1008 252079.2 4065010.27 1.5917E-09 5.10E-09 5.06E-10 7.196E-09 1009 252103.2 4065009.51 1.5216E-09 4.87E-09 4.84E-10 6.879E-09 1010 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7.51E-10 1.068E-08 1026 251746 4065012.71 2.4614E-09 7.88E-09 7.82E-10 1.113E-08 1027 251723.9 4065004.39 2.565E-09 8.22E-09 8.15E-10 1.160E-08 1028 251701.9 4064996.07 2.6717E-09 8.56E-09 8.49E-10 1.208E-08 1029 251679.9 4064987.76 2.7807E-09 8.91E-09 8.84E-10 1.257E-08 1030 251657.8 4064979.44 2.891E-09 9.26E-09 9.19E-10 1.307E-08 1031 251635.8 4064971.12 3.0018E-09 9.61E-09 9.54E-10 1.357E-08 1032 251613.8 4064962.81 3.112E-09 9.97E-09 9.89E-10 1.407E-08 1033 251591.7 4064954.49 3.2212E-09 1.03E-08 1.02E-09 1.456E-08 1034 251569.7 4064946.17 3.3292E-09 1.07E-08 1.06E-09 1.505E-08 1035 251547.7 4064937.85 3.4365E-09 1.10E-08 1.09E-09 1.554E-08 1036 251525.6 4064929.54 3.5435E-09 1.14E-08 1.13E-09 1.602E-08 1037 251503.6 4064921.22 3.6518E-09 1.17E-08 1.16E-09 1.651E-08 1038 251481.6 4064912.9 3.7614E-09 1.20E-08 1.20E-09 1.701E-08 1039 251459.5 4064904.59 3.8728E-09 1.24E-08 1.23E-09 1.751E-08 1040 251427.8 4064874.81 4.2434E-09 1.36E-08 1.35E-09 1.918E-08 1041 251418.1 4064853.35 4.5215E-09 1.45E-08 1.44E-09 2.044E-08 1042 251408.4 4064831.89 4.8203E-09 1.54E-08 1.53E-09 2.179E-08 1043 251398.7 4064810.43 5.1387E-09 1.65E-08 1.63E-09 2.323E-08 1044 251389 4064788.97 5.4725E-09 1.75E-08 1.74E-09 2.474E-08 1045 251379.3 4064767.51 5.8189E-09 1.86E-08 1.85E-09 2.631E-08 1046 251369.6 4064746.05 6.176E-09 1.98E-08 1.96E-09 2.792E-08 1047 251359.9 4064724.59 6.5359E-09 2.09E-08 2.08E-09 2.955E-08 1048 251350.2 4064703.13 6.8921E-09 2.21E-08 2.19E-09 3.116E-08 1049 251340.5 4064681.67 7.2381E-09 2.32E-08 2.30E-09 3.272E-08 1050 251330.8 4064660.21 7.568E-09 2.42E-08 2.41E-09 3.421E-08 1051 251321.1 4064638.75 7.8763E-09 2.52E-08 2.50E-09 3.561E-08 1052 251311.4 4064617.29 8.1587E-09 2.61E-08 2.59E-09 3.688E-08 1053 251301.7 4064595.83 8.4118E-09 2.69E-08 2.67E-09 3.803E-08 1054 251292 4064574.37 8.6337E-09 2.77E-08 2.74E-09 3.903E-08 1055 251282.3 4064552.91 8.8237E-09 2.83E-08 2.80E-09 3.989E-08 1056 251272.6 4064531.45 8.9827E-09 2.88E-08 2.86E-09 4.061E-08 1057 251262.9 4064509.99 9.1132E-09 2.92E-08 2.90E-09 4.120E-08 1058 251253.2 4064488.53 9.2175E-09 2.95E-08 2.93E-09 4.167E-08 1059 251243.5 4064467.06 9.3012E-09 2.98E-08 2.96E-09 4.205E-08 1060 251233.8 4064445.6 9.3715E-09 3.00E-08 2.98E-09 4.237E-08 1061 251224.2 4064424.14 9.4262E-09 3.02E-08 3.00E-09 4.261E-08 1062 251214.5 4064402.68 9.4709E-09 3.03E-08 3.01E-09 4.282E-08 1063 251204.8 4064381.22 9.5087E-09 3.05E-08 3.02E-09 4.299E-08 1064 252010.4 4065112.51 1.4361E-09 4.60E-09 4.56E-10 6.492E-09 1065 252034.4 4065111.74 1.3812E-09 4.42E-09 4.39E-10 6.244E-09 1066 252058.4 4065110.98 1.3263E-09 4.25E-09 4.22E-10 5.996E-09 1067 252082.4 4065110.22 1.2726E-09 4.08E-09 4.05E-10 5.753E-09 1068 252106.4 4065109.46 1.2203E-09 3.91E-09 3.88E-10 5.517E-09 1069 252130.4 4065108.69 1.1681E-09 3.74E-09 3.71E-10 5.281E-09 1070 252154.4 4065107.93 1.1238E-09 3.60E-09 3.57E-10 5.081E-09 1071 252178.4 4065107.17 1.0844E-09 3.47E-09 3.45E-10 4.902E-09 1072 252202.4 4065106.4 1.0497E-09 3.36E-09 3.34E-10 4.745E-09 1073 252226.4 4065105.64 1.0198E-09 3.27E-09 3.24E-10 4.610E-09 1074 251991.3 4065204.07 1.232E-09 3.95E-09 3.92E-10 5.569E-09 1075 251969.1 4065195.68 1.2933E-09 4.14E-09 4.11E-10 5.847E-09 1076 251946.9 4065187.29 1.3549E-09 4.34E-09 4.31E-10 6.125E-09 1077 251924.6 4065178.9 1.4166E-09 4.54E-09 4.50E-10 6.404E-09 1078 251902.4 4065170.51 1.478E-09 4.73E-09 4.70E-10 6.682E-09 1079 251880.2 4065162.13 1.5393E-09 4.93E-09 4.89E-10 6.959E-09 1080 251858 4065153.74 1.601E-09 5.13E-09 5.09E-10 7.238E-09 1081 251835.8 4065145.35 1.6636E-09 5.33E-09 5.29E-10 7.521E-09 1082 251813.5 4065136.96 1.7276E-09 5.53E-09 5.49E-10 7.810E-09 1083 251791.3 4065128.57 1.7938E-09 5.75E-09 5.70E-10 8.109E-09 1084 251769.1 4065120.18 1.8626E-09 5.97E-09 5.92E-10 8.420E-09 1085 251746.9 4065111.79 1.9344E-09 6.20E-09 6.15E-10 8.745E-09 1086 251724.6 4065103.41 2.0095E-09 6.44E-09 6.39E-10 9.085E-09 1087 251702.4 4065095.02 2.0879E-09 6.69E-09 6.64E-10 9.439E-09 1088 251680.2 4065086.63 2.1693E-09 6.95E-09 6.90E-10 9.807E-09 1089 251658 4065078.24 2.253E-09 7.22E-09 7.16E-10 1.019E-08 1090 251635.8 4065069.85 2.3384E-09 7.49E-09 7.43E-10 1.057E-08 1091 251613.5 4065061.46 2.4245E-09 7.77E-09 7.71E-10 1.096E-08 1092 251591.3 4065053.08 2.5106E-09 8.04E-09 7.98E-10 1.135E-08 1093 251569.1 4065044.69 2.596E-09 8.31E-09 8.25E-10 1.174E-08 1094 251546.9 4065036.3 2.6802E-09 8.58E-09 8.52E-10 1.212E-08 1095 251524.6 4065027.91 2.7633E-09 8.85E-09 8.78E-10 1.249E-08 1096 251502.4 4065019.52 2.8454E-09 9.11E-09 9.04E-10 1.286E-08 1097 251480.2 4065011.13 2.9269E-09 9.37E-09 9.30E-10 1.323E-08 1098 251458 4065002.75 3.008E-09 9.63E-09 9.56E-10 1.360E-08 1099 251435.8 4064994.36 3.0894E-09 9.90E-09 9.82E-10 1.397E-08 1100 251413.5 4064985.97 3.1732E-09 1.02E-08 1.01E-09 1.435E-08 1101 251391.3 4064977.58 3.2589E-09 1.04E-08 1.04E-09 1.473E-08 1102 251359.3 4064947.55 3.5431E-09 1.13E-08 1.13E-09 1.602E-08 1103 251349.5 4064925.9 3.7553E-09 1.20E-08 1.19E-09 1.698E-08 1104 251339.7 4064904.26 3.9829E-09 1.28E-08 1.27E-09 1.801E-08 1105 251330 4064882.61 4.2257E-09 1.35E-08 1.34E-09 1.910E-08 1106 251320.2 4064860.96 4.4825E-09 1.44E-08 1.42E-09 2.026E-08 1107 251310.4 4064839.32 4.7504E-09 1.52E-08 1.51E-09 2.148E-08 1108 251300.6 4064817.67 5.0262E-09 1.61E-08 1.60E-09 2.272E-08 1109 251290.8 4064796.03 5.309E-09 1.70E-08 1.69E-09 2.400E-08 1110 251281 4064774.38 5.5935E-09 1.79E-08 1.78E-09 2.529E-08 1111 251271.3 4064752.74 5.8747E-09 1.88E-08 1.87E-09 2.656E-08 1112 251261.5 4064731.09 6.1483E-09 1.97E-08 1.95E-09 2.779E-08 1113 251251.7 4064709.45 6.4096E-09 2.05E-08 2.04E-09 2.898E-08 1114 251241.9 4064687.8 6.6553E-09 2.13E-08 2.12E-09 3.009E-08 1115 251232.1 4064666.16 6.882E-09 2.20E-08 2.19E-09 3.111E-08 1116 251222.4 4064644.51 7.0868E-09 2.27E-08 2.25E-09 3.204E-08 1117 251212.6 4064622.87 7.2674E-09 2.33E-08 2.31E-09 3.285E-08 1118 251202.8 4064601.22 7.4247E-09 2.38E-08 2.36E-09 3.357E-08 1119 251193 4064579.58 7.5602E-09 2.42E-08 2.40E-09 3.418E-08 1120 251183.2 4064557.93 7.6733E-09 2.46E-08 2.44E-09 3.469E-08 1121 251173.4 4064536.28 7.7658E-09 2.49E-08 2.47E-09 3.511E-08 1122 251163.7 4064514.64 7.8402E-09 2.51E-08 2.49E-09 3.544E-08 1123 251153.9 4064492.99 7.8998E-09 2.53E-08 2.51E-09 3.571E-08 1124 252013.5 4065212.46 1.1716E-09 3.75E-09 3.72E-10 5.296E-09 1125 252037.5 4065211.69 1.1286E-09 3.61E-09 3.59E-10 5.102E-09 1126 252061.5 4065210.93 1.0859E-09 3.48E-09 3.45E-10 4.909E-09 1127 252085.5 4065210.17 1.0446E-09 3.35E-09 3.32E-10 4.722E-09 1128 252109.6 4065209.41 1.0053E-09 3.22E-09 3.20E-10 4.545E-09 1129 252133.6 4065208.64 9.6872E-10 3.10E-09 3.08E-10 4.379E-09 1130 252157.6 4065207.88 9.3532E-10 3.00E-09 2.97E-10 4.228E-09 1131 252181.6 4065207.12 9.0548E-10 2.90E-09 2.88E-10 4.093E-09 1132 252205.6 4065206.35 8.7925E-10 2.82E-09 2.79E-10 3.975E-09 1133 252229.6 4065205.59 8.5661E-10 2.74E-09 2.72E-10 3.873E-09 1134 252277.6 4065204.07 8.2074E-10 2.63E-09 2.61E-10 3.710E-09 Resident Risk Worker Risk
Max 1.45E-03 4.66E-03 4.62E-04 Max 1.05E-03 3.36E-03 3.33E-04 Year 1 Year 2 Year 3 Year 1 Year 2 Year 3
1 251428.8 4064178 1.41E-03 4.50E-03 4.47E-04 1 252295.1 4064360 1.05E-03 3.36E-03 3.33E-04 2 251429.5 4064129 1.44E-03 4.61E-03 4.58E-04 2 252312.1 4064377 8.03E-04 2.57E-03 2.55E-04 3 251432.5 4064100 1.45E-03 4.66E-03 4.62E-04 3 252349.2 4064411 5.23E-04 1.67E-03 1.66E-04 4 251427.3 4064066 1.42E-03 4.56E-03 4.53E-04 4 252320.5 4064424 5.38E-04 1.72E-03 1.71E-04 5 251482.9 4063714 7.51E-04 2.40E-03 2.39E-04 5 252385.3 4064445 3.71E-04 1.19E-03 1.18E-04 6 251482.2 4063671 6.70E-04 2.15E-03 2.13E-04 6 252355.3 4064459 3.80E-04 1.22E-03 1.21E-04 7 251530.4 4063621 6.05E-04 1.94E-03 1.92E-04 7 252325.3 4064473 3.95E-04 1.27E-03 1.26E-04 8 251467.4 4063558 5.08E-04 1.63E-03 1.62E-04 8 252295.3 4064486 4.14E-04 1.32E-03 1.31E-04 9 251470.3 4063379 3.47E-04 1.11E-03 1.10E-04 9 252421.6 4064480 2.79E-04 8.93E-04 8.86E-05 10 251468.1 4063321 3.10E-04 9.93E-04 9.85E-05 10 252401 4064489 2.81E-04 9.02E-04 8.95E-05 11 251551.2 4063315 3.09E-04 9.91E-04 9.83E-05 11 252380.4 4064498 2.87E-04 9.19E-04 9.12E-05 12 251558.6 4063284 2.93E-04 9.39E-04 9.31E-05 12 252359.8 4064508 2.95E-04 9.45E-04 9.38E-05 13 251484.4 4063292 2.94E-04 9.42E-04 9.35E-05 13 252339.3 4064517 3.05E-04 9.76E-04 9.68E-05 14 251482.2 4063261 2.78E-04 8.92E-04 8.85E-05 14 252318.7 4064526 3.15E-04 1.01E-03 1.00E-04 15 251558.6 4063264 2.84E-04 9.08E-04 9.01E-05 15 252298.1 4064536 3.25E-04 1.04E-03 1.03E-04 16 251557.9 4063241 2.72E-04 8.73E-04 8.66E-05 16 252458.5 4064514 2.18E-04 6.98E-04 6.92E-05 17 251474 4063241 2.69E-04 8.61E-04 8.54E-05 17 252428.5 4064527 2.21E-04 7.06E-04 7.01E-05 18 251620.9 4063184 2.55E-04 8.18E-04 8.12E-05 18 252398.5 4064541 2.28E-04 7.30E-04 7.24E-05 19 251620.9 4063224 2.71E-04 8.69E-04 8.62E-05 19 252368.5 4064554 2.39E-04 7.65E-04 7.59E-05 20 251621.7 4063273 2.94E-04 9.40E-04 9.33E-05 20 252338.5 4064568 2.51E-04 8.04E-04 7.97E-05 21 251623.1 4063301 3.08E-04 9.85E-04 9.78E-05 21 252308.5 4064582 2.63E-04 8.41E-04 8.35E-05 22 251589.8 4063302 3.05E-04 9.77E-04 9.70E-05 22 252531.2 4064582 1.45E-04 4.63E-04 4.60E-05 23 251586.8 4063248 2.78E-04 8.91E-04 8.84E-05 23 252510.5 4064591 1.45E-04 4.64E-04 4.61E-05 24 251585.3 4063212 2.63E-04 8.41E-04 8.35E-05 24 252489.8 4064601 1.47E-04 4.70E-04 4.66E-05 25 251391.2 4062930 1.69E-04 5.41E-04 5.37E-05 25 252469 4064610 1.50E-04 4.80E-04 4.76E-05 26 251489.8 4062921 1.73E-04 5.54E-04 5.50E-05 26 252448.3 4064620 1.54E-04 4.94E-04 4.90E-05 27 251803.7 4062912 1.87E-04 5.98E-04 5.94E-05 27 252427.6 4064629 1.59E-04 5.10E-04 5.06E-05 28 251748 4062910 1.86E-04 5.94E-04 5.90E-05 28 252406.8 4064638 1.65E-04 5.29E-04 5.25E-05 29 251692.8 4062910 1.84E-04 5.89E-04 5.85E-05 29 252386.1 4064648 1.71E-04 5.48E-04 5.43E-05 30 251642.9 4062917 1.83E-04 5.86E-04 5.82E-05 30 252365.4 4064657 1.77E-04 5.66E-04 5.62E-05 31 251566.3 4062917 1.78E-04 5.69E-04 5.65E-05 31 252344.6 4064667 1.82E-04 5.83E-04 5.78E-05 32 251463 4062846 1.58E-04 5.05E-04 5.01E-05 32 252323.9 4064676 1.87E-04 5.98E-04 5.93E-05 33 251527.1 4062846 1.62E-04 5.19E-04 5.15E-05 33 252303.2 4064685 1.91E-04 6.10E-04 6.06E-05 34 251577 4062853 1.66E-04 5.33E-04 5.29E-05 34 252604.5 4064650 1.04E-04 3.33E-04 3.30E-05 35 251612.6 4062851 1.68E-04 5.39E-04 5.35E-05 35 252583.9 4064659 1.04E-04 3.33E-04 3.30E-05 36 251673.2 4062846 1.70E-04 5.45E-04 5.40E-05 36 252563.3 4064669 1.05E-04 3.36E-04 3.33E-05 37 251730.2 4062847 1.72E-04 5.50E-04 5.46E-05 37 252542.7 4064678 1.07E-04 3.41E-04 3.39E-05 38 251776.5 4062847 1.72E-04 5.51E-04 5.47E-05 38 252522.2 4064687 1.09E-04 3.49E-04 3.47E-05 39 251806.7 4062844 1.71E-04 5.49E-04 5.45E-05 39 252501.6 4064697 1.12E-04 3.59E-04 3.57E-05 40 251787.1 4062762 1.56E-04 4.98E-04 4.94E-05 40 252481 4064706 1.16E-04 3.71E-04 3.68E-05 41 251742.6 4062773 1.57E-04 5.04E-04 5.00E-05 41 252460.4 4064715 1.20E-04 3.84E-04 3.81E-05 42 251699.9 4062774 1.57E-04 5.04E-04 5.00E-05 42 252439.8 4064725 1.24E-04 3.98E-04 3.95E-05 43 251657.1 4062774 1.57E-04 5.01E-04 4.98E-05 43 252419.2 4064734 1.28E-04 4.11E-04 4.08E-05 44 251621.5 4062776 1.56E-04 4.99E-04 4.95E-05 44 252398.7 4064744 1.32E-04 4.24E-04 4.21E-05 45 251580.6 4062778 1.54E-04 4.94E-04 4.90E-05 45 252378.1 4064753 1.36E-04 4.35E-04 4.32E-05 46 251534.3 4062778 1.52E-04 4.85E-04 4.82E-05 46 252357.5 4064762 1.39E-04 4.45E-04 4.42E-05 47 251468.4 4062780 1.48E-04 4.73E-04 4.69E-05 47 252336.9 4064772 1.41E-04 4.53E-04 4.50E-05 48 251382.9 4062812 1.48E-04 4.73E-04 4.69E-05 48 252316.3 4064781 1.43E-04 4.59E-04 4.56E-05 49 251379.3 4062842 1.52E-04 4.88E-04 4.84E-05 49 252677.7 4064718 7.88E-05 2.52E-04 2.50E-05 50 250861.1 4063341 2.73E-04 8.74E-04 8.68E-05 50 252647 4064732 7.89E-05 2.53E-04 2.51E-05 51 250791.7 4063343 2.68E-04 8.57E-04 8.51E-05 51 252616.2 4064746 8.03E-05 2.57E-04 2.55E-05 52 250725.8 4063341 2.61E-04 8.37E-04 8.31E-05 52 252595.8 4064755 8.18E-05 2.62E-04 2.60E-05 53 250672.3 4063346 2.59E-04 8.29E-04 8.23E-05 53 252565 4064769 8.49E-05 2.72E-04 2.70E-05 54 250716.9 4064051 4.42E-04 1.41E-03 1.40E-04 54 252544.6 4064779 8.75E-05 2.80E-04 2.78E-05 55 250868.2 4064397 4.48E-04 1.43E-03 1.42E-04 55 252513.8 4064793 9.19E-05 2.94E-04 2.92E-05 56 250903.8 4064326 4.93E-04 1.58E-03 1.57E-04 56 252493.3 4064802 9.50E-05 3.04E-04 3.02E-05 57 250859.3 4064324 4.66E-04 1.49E-03 1.48E-04 57 252462.6 4064816 9.96E-05 3.19E-04 3.17E-05 58 250697.3 4064219 4.07E-04 1.30E-03 1.29E-04 58 252442.1 4064825 1.03E-04 3.28E-04 3.26E-05 59 250639.1 4064571 3.12E-04 1.00E-03 9.93E-05 59 252411.4 4064839 1.06E-04 3.41E-04 3.38E-05 60 253553 4065589 1.40E-05 4.48E-05 4.45E-06 60 252390.9 4064848 1.08E-04 3.47E-04 3.45E-05 61 253561.1 4065673 1.32E-05 4.22E-05 4.18E-06 61 252360.2 4064862 1.11E-04 3.55E-04 3.52E-05 62 253593.2 4065617 1.35E-05 4.32E-05 4.29E-06 62 252339.7 4064872 1.12E-04 3.59E-04 3.56E-05 63 250663.2 4065573 9.89E-05 3.17E-04 3.14E-05 63 252309 4064886 1.13E-04 3.63E-04 3.60E-05 64 250651.2 4065480 1.13E-04 3.61E-04 3.58E-05 64 252750.9 4064786 6.22E-05 1.99E-04 1.98E-05 65 250647.2 4065304 1.47E-04 4.69E-04 4.66E-05 65 252720.3 4064800 6.22E-05 1.99E-04 1.98E-05 66 250659.2 4065204 1.71E-04 5.47E-04 5.43E-05 66 252689.7 4064814 6.30E-05 2.02E-04 2.00E-05 67 250651.2 4065119 1.93E-04 6.18E-04 6.14E-05 67 252659 4064828 6.46E-05 2.07E-04 2.05E-05 68 250651.2 4064971 2.33E-04 7.46E-04 7.40E-05 68 252628.4 4064842 6.69E-05 2.14E-04 2.13E-05 69 250647.2 4064886 2.54E-04 8.13E-04 8.07E-05 69 252597.8 4064856 6.98E-05 2.23E-04 2.22E-05 70 250647.2 4064782 2.78E-04 8.89E-04 8.82E-05 70 252567.2 4064870 7.31E-05 2.34E-04 2.32E-05 71 250647.2 4064858 2.61E-04 8.34E-04 8.28E-05 71 252536.6 4064884 7.66E-05 2.45E-04 2.44E-05 72 250651.2 4064706 2.94E-04 9.40E-04 9.33E-05 72 252505.9 4064898 8.01E-05 2.57E-04 2.55E-05 73 251060.6 4065641 8.49E-05 2.72E-04 2.70E-05 73 252475.3 4064911 8.34E-05 2.67E-04 2.65E-05 74 251072.6 4065593 9.01E-05 2.89E-04 2.86E-05 74 252444.7 4064925 8.61E-05 2.76E-04 2.74E-05 75 250964.2 4065649 8.53E-05 2.73E-04 2.71E-05 75 252414.1 4064939 8.83E-05 2.83E-04 2.81E-05 76 250880 4065657 8.55E-05 2.74E-04 2.72E-05 76 252383.5 4064953 8.98E-05 2.88E-04 2.85E-05 77 250880 4065617 8.99E-05 2.88E-04 2.86E-05 77 252352.9 4064967 9.07E-05 2.90E-04 2.88E-05 78 250968.3 4065601 9.07E-05 2.90E-04 2.88E-05 78 252322.2 4064981 9.12E-05 2.92E-04 2.90E-05 79 250811.7 4065665 8.55E-05 2.74E-04 2.72E-05 79 252823.9 4064855 5.06E-05 1.62E-04 1.61E-05 80 252803.1 4064864 5.06E-05 1.62E-04 1.61E-05
81 252782.4 4064873 5.08E-05 1.63E-04 1.61E-05
82 252761.7 4064883 5.12E-05 1.64E-04 1.63E-05
83 252740.9 4064892 5.18E-05 1.66E-04 1.65E-05
84 252720.2 4064902 5.27E-05 1.69E-04 1.68E-05
85 252699.5 4064911 5.38E-05 1.72E-04 1.71E-05
86 252678.7 4064921 5.51E-05 1.77E-04 1.75E-05
87 252658 4064930 5.67E-05 1.81E-04 1.80E-05
88 252637.3 4064939 5.83E-05 1.87E-04 1.85E-05
89 252616.5 4064949 6.01E-05 1.93E-04 1.91E-05
90 252595.8 4064958 6.20E-05 1.99E-04 1.97E-05
91 252575.1 4064968 6.39E-05 2.05E-04 2.03E-05
92 252554.3 4064977 6.58E-05 2.11E-04 2.09E-05
93 252533.6 4064986 6.75E-05 2.16E-04 2.15E-05
94 252512.8 4064996 6.92E-05 2.22E-04 2.20E-05
95 252492.1 4065005 7.06E-05 2.26E-04 2.24E-05
96 252471.4 4065015 7.19E-05 2.30E-04 2.29E-05
97 252450.6 4065024 7.30E-05 2.34E-04 2.32E-05
98 252429.9 4065034 7.38E-05 2.36E-04 2.35E-05
99 252409.2 4065043 7.44E-05 2.38E-04 2.37E-05
100 252388.4 4065052 7.49E-05 2.40E-04 2.38E-05
101 252367.7 4065062 7.51E-05 2.41E-04 2.39E-05
102 252347 4065071 7.53E-05 2.41E-04 2.39E-05
103 252326.2 4065081 7.53E-05 2.41E-04 2.39E-05
104 252284.8 4065099 7.55E-05 2.42E-04 2.40E-05
105 252897.1 4064923 4.22E-05 1.35E-04 1.34E-05
106 252876.4 4064932 4.21E-05 1.35E-04 1.34E-05
107 252855.8 4064942 4.23E-05 1.35E-04 1.34E-05
108 252835.1 4064951 4.25E-05 1.36E-04 1.35E-05
109 252814.5 4064960 4.30E-05 1.38E-04 1.37E-05
110 252793.8 4064970 4.36E-05 1.40E-04 1.38E-05
111 252773.2 4064979 4.43E-05 1.42E-04 1.41E-05
112 252752.5 4064988 4.52E-05 1.45E-04 1.44E-05
113 252731.9 4064998 4.63E-05 1.48E-04 1.47E-05
114 252711.2 4065007 4.75E-05 1.52E-04 1.51E-05
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959 252172 4064907 1.32E-04 4.24E-04 4.21E-05
960 252196 4064907 1.27E-04 4.07E-04 4.04E-05
961 252220 4064906 1.22E-04 3.92E-04 3.89E-05
962 251985.4 4065004 1.48E-04 4.74E-04 4.71E-05
963 251963.6 4064996 1.56E-04 5.01E-04 4.97E-05
964 251941.8 4064988 1.65E-04 5.27E-04 5.23E-05
965 251920 4064980 1.73E-04 5.55E-04 5.50E-05
966 251898.2 4064971 1.82E-04 5.82E-04 5.78E-05
967 251876.4 4064963 1.91E-04 6.11E-04 6.06E-05
968 251854.6 4064955 2.00E-04 6.40E-04 6.35E-05
969 251832.8 4064947 2.09E-04 6.70E-04 6.65E-05
970 251811 4064939 2.19E-04 7.01E-04 6.96E-05
971 251789.3 4064930 2.29E-04 7.34E-04 7.28E-05
972 251767.5 4064922 2.40E-04 7.68E-04 7.62E-05
973 251745.7 4064914 2.51E-04 8.02E-04 7.96E-05
974 251723.9 4064906 2.62E-04 8.38E-04 8.31E-05
975 251702.1 4064897 2.73E-04 8.73E-04 8.67E-05
976 251680.3 4064889 2.84E-04 9.10E-04 9.03E-05
977 251658.5 4064881 2.95E-04 9.46E-04 9.39E-05
978 251636.7 4064873 3.07E-04 9.83E-04 9.75E-05
979 251614.9 4064864 3.18E-04 1.02E-03 1.01E-04
980 251593.1 4064856 3.29E-04 1.06E-03 1.05E-04
981 251571.3 4064848 3.41E-04 1.09E-03 1.08E-04
982 251549.5 4064840 3.52E-04 1.13E-03 1.12E-04
983 251527.7 4064832 3.64E-04 1.17E-03 1.16E-04
984 251496.4 4064802 4.02E-04 1.29E-03 1.28E-04
985 251486.8 4064781 4.31E-04 1.38E-03 1.37E-04
986 251477.2 4064760 4.62E-04 1.48E-03 1.47E-04
987 251467.6 4064738 4.95E-04 1.59E-03 1.57E-04
988 251458 4064717 5.30E-04 1.70E-03 1.68E-04
989 251448.4 4064696 5.65E-04 1.81E-03 1.80E-04
990 251438.8 4064675 6.01E-04 1.93E-03 1.91E-04
991 251429.2 4064654 6.37E-04 2.04E-03 2.03E-04
992 251419.6 4064632 6.72E-04 2.15E-03 2.14E-04
993 251410 4064611 7.05E-04 2.26E-03 2.24E-04
994 251400.4 4064590 7.36E-04 2.36E-03 2.34E-04
995 251390.8 4064569 7.63E-04 2.45E-03 2.43E-04
996 251381.2 4064547 7.88E-04 2.52E-03 2.50E-04
997 251371.6 4064526 8.09E-04 2.59E-03 2.57E-04
998 251362.1 4064505 8.27E-04 2.65E-03 2.63E-04
999 251352.5 4064484 8.42E-04 2.70E-03 2.68E-04
1000 251342.9 4064462 8.54E-04 2.73E-03 2.71E-04
1001 251333.3 4064441 8.63E-04 2.76E-03 2.74E-04
1002 251323.7 4064420 8.71E-04 2.79E-03 2.77E-04
1003 251314.1 4064399 8.77E-04 2.81E-03 2.79E-04
1004 251304.5 4064378 8.82E-04 2.83E-03 2.80E-04
1005 252007.2 4065013 1.40E-04 4.48E-04 4.45E-05
1006 252031.2 4065012 1.34E-04 4.30E-04 4.27E-05
1007 252055.2 4065011 1.29E-04 4.12E-04 4.09E-05
1008 252079.2 4065010 1.23E-04 3.95E-04 3.92E-05
1009 252103.2 4065010 1.18E-04 3.77E-04 3.74E-05
1010 252127.2 4065009 1.12E-04 3.60E-04 3.57E-05
1011 252151.2 4065008 1.08E-04 3.45E-04 3.43E-05
1012 252175.2 4065007 1.04E-04 3.32E-04 3.29E-05
1013 252199.2 4065006 9.99E-05 3.20E-04 3.17E-05
1014 252223.2 4065006 9.66E-05 3.10E-04 3.07E-05
1015 251988.3 4065104 1.17E-04 3.76E-04 3.73E-05
1016 251966.3 4065096 1.23E-04 3.95E-04 3.92E-05
1017 251944.3 4065088 1.30E-04 4.15E-04 4.12E-05
1018 251922.2 4065079 1.36E-04 4.35E-04 4.32E-05
1019 251900.2 4065071 1.42E-04 4.55E-04 4.52E-05
1020 251878.2 4065063 1.48E-04 4.75E-04 4.72E-05
1021 251856.1 4065054 1.55E-04 4.96E-04 4.92E-05
1022 251834.1 4065046 1.61E-04 5.17E-04 5.13E-05
1023 251812.1 4065038 1.68E-04 5.39E-04 5.35E-05
1024 251790 4065029 1.75E-04 5.62E-04 5.58E-05
1025 251768 4065021 1.83E-04 5.86E-04 5.81E-05
1026 251746 4065013 1.91E-04 6.10E-04 6.06E-05
1027 251723.9 4065004 1.99E-04 6.36E-04 6.31E-05
1028 251701.9 4064996 2.07E-04 6.63E-04 6.57E-05
1029 251679.9 4064988 2.15E-04 6.90E-04 6.84E-05
1030 251657.8 4064979 2.24E-04 7.17E-04 7.11E-05
1031 251635.8 4064971 2.32E-04 7.44E-04 7.39E-05
1032 251613.8 4064963 2.41E-04 7.72E-04 7.66E-05
1033 251591.7 4064954 2.49E-04 7.99E-04 7.93E-05
1034 251569.7 4064946 2.58E-04 8.26E-04 8.19E-05
1035 251547.7 4064938 2.66E-04 8.52E-04 8.46E-05
1036 251525.6 4064930 2.74E-04 8.79E-04 8.72E-05
1037 251503.6 4064921 2.83E-04 9.06E-04 8.99E-05
1038 251481.6 4064913 2.91E-04 9.33E-04 9.26E-05
1039 251459.5 4064905 3.00E-04 9.60E-04 9.53E-05
1040 251427.8 4064875 3.29E-04 1.05E-03 1.04E-04
1041 251418.1 4064853 3.50E-04 1.12E-03 1.11E-04
1042 251408.4 4064832 3.73E-04 1.20E-03 1.19E-04
1043 251398.7 4064810 3.98E-04 1.27E-03 1.26E-04
1044 251389 4064789 4.24E-04 1.36E-03 1.35E-04
1045 251379.3 4064768 4.51E-04 1.44E-03 1.43E-04
1046 251369.6 4064746 4.78E-04 1.53E-03 1.52E-04
1047 251359.9 4064725 5.06E-04 1.62E-03 1.61E-04
1048 251350.2 4064703 5.34E-04 1.71E-03 1.70E-04
1049 251340.5 4064682 5.60E-04 1.79E-03 1.78E-04
1050 251330.8 4064660 5.86E-04 1.88E-03 1.86E-04
1051 251321.1 4064639 6.10E-04 1.95E-03 1.94E-04
1052 251311.4 4064617 6.32E-04 2.02E-03 2.01E-04
1053 251301.7 4064596 6.51E-04 2.09E-03 2.07E-04
1054 251292 4064574 6.68E-04 2.14E-03 2.12E-04
1055 251282.3 4064553 6.83E-04 2.19E-03 2.17E-04
1056 251272.6 4064531 6.95E-04 2.23E-03 2.21E-04
1057 251262.9 4064510 7.06E-04 2.26E-03 2.24E-04
1058 251253.2 4064489 7.14E-04 2.29E-03 2.27E-04
1059 251243.5 4064467 7.20E-04 2.31E-03 2.29E-04
1060 251233.8 4064446 7.26E-04 2.32E-03 2.31E-04
1061 251224.2 4064424 7.30E-04 2.34E-03 2.32E-04
1062 251214.5 4064403 7.33E-04 2.35E-03 2.33E-04
1063 251204.8 4064381 7.36E-04 2.36E-03 2.34E-04
1064 252010.4 4065113 1.11E-04 3.56E-04 3.53E-05
1065 252034.4 4065112 1.07E-04 3.43E-04 3.40E-05
1066 252058.4 4065111 1.03E-04 3.29E-04 3.26E-05
1067 252082.4 4065110 9.85E-05 3.16E-04 3.13E-05
1068 252106.4 4065109 9.45E-05 3.03E-04 3.00E-05
1069 252130.4 4065109 9.04E-05 2.90E-04 2.87E-05
1070 252154.4 4065108 8.70E-05 2.79E-04 2.77E-05
1071 252178.4 4065107 8.40E-05 2.69E-04 2.67E-05
1072 252202.4 4065106 8.13E-05 2.60E-04 2.58E-05
1073 252226.4 4065106 7.90E-05 2.53E-04 2.51E-05
1074 251991.3 4065204 9.54E-05 3.06E-04 3.03E-05
1075 251969.1 4065196 1.00E-04 3.21E-04 3.18E-05
1076 251946.9 4065187 1.05E-04 3.36E-04 3.33E-05
1077 251924.6 4065179 1.10E-04 3.51E-04 3.49E-05
1078 251902.4 4065171 1.14E-04 3.67E-04 3.64E-05
1079 251880.2 4065162 1.19E-04 3.82E-04 3.79E-05
1080 251858 4065154 1.24E-04 3.97E-04 3.94E-05
1081 251835.8 4065145 1.29E-04 4.13E-04 4.09E-05
1082 251813.5 4065137 1.34E-04 4.28E-04 4.25E-05
1083 251791.3 4065129 1.39E-04 4.45E-04 4.41E-05
1084 251769.1 4065120 1.44E-04 4.62E-04 4.58E-05
1085 251746.9 4065112 1.50E-04 4.80E-04 4.76E-05
1086 251724.6 4065103 1.56E-04 4.98E-04 4.95E-05
1087 251702.4 4065095 1.62E-04 5.18E-04 5.14E-05
1088 251680.2 4065087 1.68E-04 5.38E-04 5.34E-05
1089 251658 4065078 1.74E-04 5.59E-04 5.54E-05
1090 251635.8 4065070 1.81E-04 5.80E-04 5.75E-05
1091 251613.5 4065061 1.88E-04 6.01E-04 5.97E-05
1092 251591.3 4065053 1.94E-04 6.23E-04 6.18E-05
1093 251569.1 4065045 2.01E-04 6.44E-04 6.39E-05
1094 251546.9 4065036 2.08E-04 6.65E-04 6.60E-05
1095 251524.6 4065028 2.14E-04 6.85E-04 6.80E-05
1096 251502.4 4065020 2.20E-04 7.06E-04 7.00E-05
1097 251480.2 4065011 2.27E-04 7.26E-04 7.20E-05
1098 251458 4065003 2.33E-04 7.46E-04 7.40E-05
1099 251435.8 4064994 2.39E-04 7.66E-04 7.60E-05
1100 251413.5 4064986 2.46E-04 7.87E-04 7.81E-05
1101 251391.3 4064978 2.52E-04 8.08E-04 8.02E-05
1102 251359.3 4064948 2.74E-04 8.79E-04 8.72E-05
1103 251349.5 4064926 2.91E-04 9.31E-04 9.24E-05
1104 251339.7 4064904 3.08E-04 9.88E-04 9.80E-05
1105 251330 4064883 3.27E-04 1.05E-03 1.04E-04
1106 251320.2 4064861 3.47E-04 1.11E-03 1.10E-04
1107 251310.4 4064839 3.68E-04 1.18E-03 1.17E-04
1108 251300.6 4064818 3.89E-04 1.25E-03 1.24E-04
1109 251290.8 4064796 4.11E-04 1.32E-03 1.31E-04
1110 251281 4064774 4.33E-04 1.39E-03 1.38E-04
1111 251271.3 4064753 4.55E-04 1.46E-03 1.45E-04
1112 251261.5 4064731 4.76E-04 1.52E-03 1.51E-04
1113 251251.7 4064709 4.96E-04 1.59E-03 1.58E-04
1114 251241.9 4064688 5.15E-04 1.65E-03 1.64E-04
1115 251232.1 4064666 5.33E-04 1.71E-03 1.69E-04
1116 251222.4 4064645 5.49E-04 1.76E-03 1.74E-04
1117 251212.6 4064623 5.63E-04 1.80E-03 1.79E-04
1118 251202.8 4064601 5.75E-04 1.84E-03 1.83E-04
1119 251193 4064580 5.85E-04 1.87E-03 1.86E-04
1120 251183.2 4064558 5.94E-04 1.90E-03 1.89E-04
1121 251173.4 4064536 6.01E-04 1.93E-03 1.91E-04
1122 251163.7 4064515 6.07E-04 1.94E-03 1.93E-04
1123 251153.9 4064493 6.12E-04 1.96E-03 1.94E-04
1124 252013.5 4065212 9.07E-05 2.91E-04 2.88E-05
1125 252037.5 4065212 8.74E-05 2.80E-04 2.78E-05
1126 252061.5 4065211 8.41E-05 2.69E-04 2.67E-05
1127 252085.5 4065210 8.09E-05 2.59E-04 2.57E-05
1128 252109.6 4065209 7.78E-05 2.49E-04 2.47E-05
1129 252133.6 4065209 7.50E-05 2.40E-04 2.38E-05
1130 252157.6 4065208 7.24E-05 2.32E-04 2.30E-05
1131 252181.6 4065207 7.01E-05 2.25E-04 2.23E-05
1132 252205.6 4065206 6.81E-05 2.18E-04 2.16E-05
1133 252229.6 4065206 6.63E-05 2.12E-04 2.11E-05
1134 252277.6 4065204 6.35E-05 2.04E-04 2.02E-05
AIR QUALITY , HEALTH RI SK , GREENHOUSE GAS , AND
ENERGY I MPACT REPORT
APRIL 2022
REYES C OCA C OLA B OTTLING (RCCB) F RESNO
DISTRIBUTION WAREHOUSE
F RESNO, C ALIFORNIA
\\azcorp04\ptrprojects\ESL2201.16\AQ\Products\ESL2201.16 AQ-HRA-Energy-GHG Study.docx «04/18/22»
APPENDIX C
ENERGY CALCULATIONS
Phase Off-Road Equipment Type Amount Usage Hour/Day
Total Usage
Days
Total Usage
Hours/Equipment Horsepower Load Factor Total Usage Hours/ Equipment Horsepower-Hour Fuel Usage
(gallons)
Rubber Tired Dozers 3 8 10 240 247 0.4 240 23712 1214.0544 Tractors/Loaders/Backhoes 4 8 10 320 97 0.37 320 11484.8 588.02176 Excavators 2 8 30 480 158 0.38 480 28819.2 1475.54304
Graders 1 8 30 240 187 0.41 240 18400.8 942.12096
Rubber Tired Dozers 1 8 30 240 216 0.44 240 22809.6 1167.85152 Scrapers 2 8 30 480 245 0.47 480 55272 2829.9264
Tractors/Loaders/Backhoes 2 8 30 480 274 0.5 480 65760 3366.912 Cranes 1 8 300 2400 303 0.53 2400 385416 19733.2992
Forklifts 3 8 300 7200 332 0.56 7200 1338624 68537.5488 Generator Sets 1 8 300 2400 361 0.59 2400 511176 26172.2112 Tractors/Loaders/Backhoes 3 8 300 7200 390 0.62 7200 1740960 89137.152 Welders 1 8 300 2400 46 0.45 2400 49680 2543.616
Pavers 2 8 20 320 130 0.42 320 17472 894.5664
Paving Equipment 2 8 20 320 132 0.36 320 15206.4 778.56768 Rollers 2 8 20 320 80 0.38 320 9728 498.0736
Architectural Coating Air Compressors 1 8 20 160 78 0.48 160 5990.4 306.70848 Total 220186.1734 Diesel
Construction Off-Road Equipment
Site Preparation
Grading
Building Construction
Paving
Fuel Consumption (1,000
gallons/day)
VMT
(miles/ day)
Fuel Efficency
(miles/gallon)
MHDT 42.3 362123.1 8.6
HHDT 337.2 1975084.7 5.9
HHDT/MHDT - - 7.2
LDA 419.3 11917096.6 28.4
LDT1 43.7 1031015.9 23.6
LDT2 233.9 5285875.2 22.6
Worker Mix - - 25.8
Notes:
1 For construction trucks assumes 50 percent HHDT and 50 percent MHDT vehicles, consistent with assumptions in CalEEMod. For construction worker vehicles assumes 50 percent LDA, 25 percent LDT1, and 25 percent LDT2 vehicles, consistent with assumptions in CalEEMod for worker vehicles. 2 EMFAC2021 was run for Fresno County for the construction year 2022. Data was aggregated over all vehicle model years and speed bins. 3 The fuel efficiency was calculated by dividing the VMT (miles/day) by the fuel consumption (gallons/day).
Trip Type Total Trips
Trip Length
(miles) Total VMT Diesel Fuel Effiency (miles/gallon)
Fuel Usage
(gallons/year)
Hauling 682 20 13640 5.9 2311.9
Vendor 67800 7.3 494940 7.2 68741.7
Total 71053.5 Diesel 1
Assumes 100 percent HHDT vehicles for haul trucks and 50 percent HHDT/50 percent MHDT vehicles for MHDT, consistent with assumptions in CalEEMod. 2 EMFAC2021 was run for Fresno County for the construction year 2022. Data was aggregated over all vehicle model years and speed bins. 3 The fuel efficiency was calculated by dividing the VMT (miles/day) by the fuel consumption (gallons/day).
Phase
Total OneWay
Trips/Day Total Days Total Trips
Trip Length
(miles) Total VMT Gasoline Fuel Effiency (miles/gallon) Fuel Usage
(gallons/year)
Site Preparation 18 10 360 10.8 3888 25.8 150.7
Grading 20 30 1200 10.8 12960 25.8 502.3
Building Construction 291 300 174600 10.8 1885680 25.8 73088.4 Paving 15 20 600 10.8 6480 25.8 251.2
Architectural Coating 58 20 2320 10.8 25056 25.8 971.2
Total 74963.7 Gas
74963.7
Total Construction Diesel Usage 291239.7
Total Construction Gasoline Usage
Construction Truck and Construction Worker Vehicle Fuel Efficiency Construction Vehicle Fuel Use - Diesel Vehicles
Construction Worker Vehicle Fuel Use - Gasoline Vehicles EMFAC 2021 Outputs
Vehicle Type Vehicle Class
Construction Truck
Construction Worker
Vehicle
Phase
Grading
Building Construction
EMFAC % Number of Trips EMFAC %
Number
of Trips EMFAC %
Number
of Trips EMFAC %
Number
of Trips EMFAC %
Number
of Trips
LDA 0.555025 321 178.2 93% 166.0 0% 0.4 4% 7.3 0% 0.0 3% 4.15 LDT1 0.053153 321 17.1 100% 17.0 0% 0.0 0% 0.0 0% 0.0 0% 0.0 LDT2 0.053153 321 17.1 99% 16.8 0% 0.1 1% 0.1 0% 0.0 1% 0.1 MDV 0.156529 321 50.2 97% 48.9 1% 0.7 1% 0.3 0% 0.0 1% 0.3 LHD1 0.025865 321 8.3 53% 4.4 47% 3.9 0% 0.0 0% 0.0 0% 0.0 LHD2 0.006829 321 2.2 33% 0.7 66% 1.5 0% 0.0 0% 0.0 0% 0.0 MHD 0 321 0.0 11% 0.0 88% 0.0 0% 0.0 1% 0.0 0% 0.0
HHD 0 321 0.0 0% 0.0 97% 0.0 0% 0.0 3% 0.0 0% 0.0
OBUS 0 321 0.0 75% 0.0 25% 0.0 0% 0.0 0% 0.0 0% 0.0
UBUS 0 321 0.0 36% 0.0 7% 0.0 2% 0.0 55% 0.0 0% 0.0
MCY 0.023863 321 7.7 100% 7.7 0% 0.0 0% 0.0 0% 0.0 0% 0.0 SBUS 0 321 0.0 24% 0.0 64% 0.0 0% 0.0 12% 0.0 0% 0.0
MH 0.002975 321 1.0 67% 0.6 33% 0.3 0% 0.0 0% 0.0 0% 0.0 Total 262.2 Total 6.8 Total 7.7 Total 0.0 Total 4.6
Percentage 81.7% Percentage 2.1% Percentage 2.4% Percentage 0.0% Percentage 1.4% LDA 48% 413.1 12,133,467.4 29.4 14.1
LDT1 5% 40.8 993,295.8 24.3 1.1
LDT2 22% 240.0 5,656,654.0 23.6 5.2
LHD1 2% 46.7 442,604.9 9.5 0.2
LHD2 0% 8.4 70,185.2 8.3 0.0
MCY 2% 2.1 86,629.6 41.2 1.0
MDV 20% 239.8 4,577,942.1 19.1 3.8
MH 0% 3.0 13,147.2 4.4 0.0
OBUS 0% 3.1 14,710.9 4.7 0.0
SBUS 0% 1.9 18,881.1 10.0 0.0
MHDT 0% 11.2 52,454.0 4.7 0.0
HHDT 0% 0.0 69.4 3.9 0.0
UBUS 0% 0.9 4,205.6 4.8 0.0
Fleet Mix – – – 25.5 25.5
LDA 2% 0.5 21,074.6 44.3 0.7
LDT1 0% 0.0 217.9 25.3 0.0
LDT2 1% 0.5 15,817.5 33.7 0.3
LHD1 26% 25.1 396,666.8 15.8 4.2
LHD2 10% 11.4 149,342.5 13.1 1.3
MCY 4% 2.8 70,493.8 24.9 1.1
MDV 2% 0.7 6,366.1 9.4 0.2
MH 0% 1.3 7,325.9 5.5 0.0
OBUS 0% 3.7 18,553.5 5.0 0.0
SBUS 2% 2.3 19,294.3 8.3 0.2
MHDT 19% 43.2 374,754.5 8.7 1.6
HHDT 34% 340.0 2,046,809.6 6.0 2.1
UBUS 0% 0.2 1,956.6 9.1 0.0
Fleet Mix – – 11.6 11.6
LDA 89% 0.0 649,377.1 0 0.0
LDT1 0% 0.0 1,652.0 0 0.0
LDT2 5% 0.0 26,400.6 0 0.0
LHD1 0% 0.0 2,307.0 0 0.0
LHD2 0% 0.0 565.8 0 0.0
MDV 5% 0.0 29,190.1 0 0.0
OBUS 0% 0.0 48.3 0 0.0
SBUS 0% 0.0 65.4 0 0.0
MHDT 0% 0.0 1,353.2 0 0.0
HHDT 0% 0.0 4,911.4 0 0.0
UBUS 0% 0.0 743.4 0 0.0
Fleet Mix – – – 0.0 0.0
MHDT 11% 0.6 4,507.5 7.0 0.8
HHDT 50% 5.1 24,410.0 4.8 2.4
SBUS 21% 0.7 4,043.0 5.7 1.2
UBUS 18% 3.0 17,143.1 5.8 1.0
Fleet Mix – – – 5.4 5.4
LDA 82% 6.3 391,933.2 61.8 50.9
LDT1 0% 0.0 1,622.8 68.3 0.2
LDT2 10% 0.8 50,131.9 65.0 6.5
MDV 7% 0.6 35,247.3 61.5 4.5
Fleet Mix – – – 62.1 62.1
Notes:
1 EMFAC2021 was run for Fresno County for the operational year 2024. Data was aggregated over all vehicle model years and speed bins. 2 Fleet mix is based on assumptions made in CalEEMod for the proposed project. 3 The fuel efficiency was calculated by dividing the VMT (miles/day) by the fuel consumption (gallons/day).
Trip Type
Total Annual VMT2
(miles/year) Fuel Type Portion of Fleet3 (%)
VMT by Fuel Type
(miles/year)
Fleet Mix Efficiency4
(miles/gallon)
Fuel Usage
(gallons/
year)
Gas 82% 3407585 25.5 133490.1
Diesel 2% 88436 11.6 7609.0
Electric 2% 100308 0.0 0.0
Natural Gas 0% 0 5.4 0.0
Plug-in Hybrid 1% 59510 62.1 957.9
Total Gasoline/year 134448.0
Total Diesel/year 7609.0
Notes:
1 Calculated for operational year 2024 only. Future years will likely use less fuel due to more efficient cars. 2 Total VMT is based on project’s trip generation and trip lengths. 3 Fleet distribution is based on EMFAC2021 output and CalEEMod assumptions. 4 Fuel efficiency is based on fuel consumption and VMT data from EMFAC2021 for Fresno County and total VMT.
Trip Type
Total Annual VMT2
(miles/year) Fuel Type Portion of Fleet3 (%)
VMT by Fuel Type
(miles/year)
Fleet Mix Efficiency4
(miles/gallon)
Fuel Usage
(gallons/
year)
RCCB Fresno Daily
Routes 3,376,886 Diesel - MHDT 100% 3376886 8.7 389509.1 Diesel - MHDT 50% 527800 8.7 60879.4
Diesel - HHDT 50% 527800 6.0 87670.4
Total Diesel/year 538058.9
Notes:
1 Calculated for operational year 2024 only. Future years will likely use less fuel due to more efficient cars. 2 Total VMT is based on project’s trip generation and trip lengths. 3 Fleet distribution is based on EMFAC2021 output and CalEEMod assumptions. 4 Fuel efficiency is based on fuel consumption and VMT data from EMFAC2021 for Fresno County and total VMT. 134448.0
545667.9
Total Operational Gasoline Usage
Total Operational Diesel Usage
Proposed Project Operational Truck Trips – Fuel Usage
3rd Party Deliveries 1,055,600
Vehicle Trips 4,171,374
Proposed Project Operational Vehicle Trips – Fuel Usage Proposed Project Operational Trips – Fuel Efficiency
Fuel
Plug-in Hybrid
Gas
Electric
Natural Gas
Vehicle Class
EMFAC2021 Outputs1
Fuel Consumption (1,000
gallons/day)
Fleet Mix (%)2 VMT (miles/day) Fuel Efficiency3
(miles/gallon)
Diesel
Gasoline Diesel Electric
Proposed Project Operational Vehicle Trips
Natural Gas Plug-in Hybrid
Vehicle Class CalEEMod
Total Project
Trips
Total Trips per Vehicle
Class
Electricity by Land Use kWh/year
Unrefrigerated Warehouse - No Rail 2,278,830.00
City Park 0
Parking Lot 20391
Parking Lot 39900
Other Asphalt Surfaces 153609
Total 2,492,730
Natural Gas by Land Use kBTU/year BTU/year therms/year
Unrefrigerated Warehouse - No Rail 4,398,050.00 4398050000 43,991 City Park 0 0 0
Parking Lot 0 0 0
Other Asphalt Surfaces 0 0 0
Total 4,398,050 4,398,050,000 43,991
Electricity Usage
Natural Gas Usage
AIR QUALITY , HEALTH RI SK , GREENHOUSE GAS , AND
ENERGY I MPACT REPORT
APRIL 2022
REYES C OCA C OLA B OTTLING (RCCB) F RESNO
DISTRIBUTION WAREHOUSE
F RESNO, C ALIFORNIA
\\azcorp04\ptrprojects\ESL2201.16\AQ\Products\ESL2201.16 AQ-HRA-Energy-GHG Study.docx «04/18/22»
APPENDIX D
GHG REDUCTION PLAN UPDATE CONSISTENCY CHECKLIST
F R E S N O G R E E N H O U S E G A S ( GH G ) R E D U C T I O N P L A N U P D A T E JUNE 2021
1. Project Information
Contact Information
Project No./Name:
Address:
Applicant Name/Co:
Contact Information:
Project Information
1. What is the Site acreage of the Project?
2. Identify all Applicable Proposed Land uses:
a. Residential (Indicate number of single-family units) b. Residential (Indicate number of multi-family units)
c. Commercial (total square footage)
d. Industrial (total square footage)
e. Other (describe)
3. Is the project or a portion of the project located in a transit priority area? (Y/N)
4. Provide a brief description of the project proposed:
RCCB Fresno Distribution Warehouse Project
791 and 998 E. North Avenue
EPD Solutions, Inc
14.78 Warehouse/Office
No
2 Park Plaza, Suite 1120
Irvine, California 92614
245,564
The proposed project would construct a
205,264 square feet (sf) warehouse
building with ancillary office space and a
future expansion option of 40,300 sf of
warehouse. The building shell would
include a 2-story office area to be
constructed of concrete tilt-up panels, a
panelized roof system, 29 dock-high doors,
a truck wash and truck maintenance shop
attached to the warehouse space, and a
small outdoor patio space. Also included
are a truck yard, automobile parking areas,
truck parking, and stormwater
management areas. The building would be
fully air conditioned, and would be used
for Food and Beverage Industrial Storage
Space. The yard would be fully secured
with rolling gates and fences, with ingress
and egress from both E. North Avenue and
S. East Avenue. Typical operational
characteristics include employees traveling
to and from the site, delivery of products
to the site, truck loading and unloading,
and truck maintenance operations. The
project is assumed to operate 24 hours a
day, 7 days a week.
285 vehicle spaces, 54 trailer spaces,
and 29 dock-high doors.
F R E S N O G R E E N H O U S E G A S ( GH G ) R E D U C T I O N P L A N U P D A T E JUNE 2021
2. Determining Land Use Consistency
Checklist Item
As the first step in determining the consistency with the GHG Reduction Plan for discretionary development projects, this section allows the City to determine the project’s consistency with the land use assumptions used in the GHG Reduction Plan.
Yes No
1. Is the proposed project consistent with the approved General Plan, Specific Plan, and Community Plan planned land use and zoning designations?
If the answer is Yes, then proceed to the GHG Plan Update Consistency Checklist.
If the answer is No, then proceed to question 2.
2. If the proposed project is not consistent with the approved planned land use and zoning designation(s), then provide estimated GHG project emissions under both existing and proposed designation(s) for comparison. Compare the maximum buildout of the existing designation with the maximum buildout of the proposed designation.
If the estimated project emissions at maximum buildout of the proposed designation(s) is equivalent to or less than the estimated project emissions at maximum buildout of the existing designation(s), then in accordance with the City’s Significance Determination Thresholds, the project’s GHG impact is less than significant. If there is a proposed development project associated with this plan amendment and or rezone then complete the GHG Plan Update Consistency Checklist and incorporate applicable measures, otherwise there is no further step required.
If the estimated project emission at maximum buildout of the proposed designation(s) is greater than the estimated project emissions at maximum buildout of the existing designation(s), then in accordance with the City’s Significance Determination Thresholds, the project’s GHG impact is significant. The project must either show consistency with applicable GP objectives and policies (provide applicable GP objectives and policies here) or provide analysis and measures to incorporate into the project to bring the GHG emissions to a level that is less than or equal to the estimated project emission at maximum buildout of the existing designation(s) unless the decision‐maker finds that a measure is infeasible in accordance with CEQA Guidelines Section 15091. If there is a proposed development project associated with this plan amendment and or rezone then complete the GHG Plan Update Consistency Checklist and incorporate applicable measures, otherwise there is no further step required.
X
The proposed project is
consistent with the approved
planned land use and zoning
designations.
F R E S N O G R E E N H O U S E G A S ( GH G ) R E D U C T I O N P L A N U P D A T E JUNE 2021
3. Greenhouse Gas (GHG) Reduction Plan Update - CEQA Project Consistency Checklist
GHG Plan Update consistency review involves the evaluation of project consistency with the applicable strategies of the GHG Plan Update. This checklist was developed based on the key local GHG reduction strategies and actions identified in the GHG Plan Update that are applicable to new development projects.
Checklist Item
(Check the appropriate box and provide an explanation for your answer) Yes No Not Applicable(NA) Explanation Strategy 1: Land Use and Transportation Demand Management Does the project provide complete streets for all roadway improvements? (Complete streets are roadways that include curb, gutter, and sidewalks on both sides of the street. For local and collector streets, adequate roadway width is provided to accommodate two-way vehicle traffic and bicycles and arterial streets include striping for bike lanes.)
Is the project a large employer (over 100 employees) and if so will the project comply with SJVAPCD Rule 9410 and provide an Employer Trip Reduction Implementation Plan that will include trip reduction methods such as increasing transit use, carpooling, vanpooling, bicycling, or other measures? See the SJVAPCD website link for details:
https://www.valleyair.org/rules/currntrules/r9410.pdf
Strategy 2: Energy Conservation and Renewable Energy
Does the project meet the mandatory energy efficiency measures of the California Green Building Standards Code (CalGreen)? If the Project exceeds mandatory CalGreen measures then provide the tier number that the project will meet in the explanation.
X
For commercial projects, does it achieve net zero electricity? Mark NA if project will be permitted before 2030. Mark Yes if voluntary. Add source and capacity in explanation.
Does the project include onsite energy generation using renewable energy? If no, mark NA. If yes, provide source and capacity in the explanation.
Strategy 3: Water Conservation
Does the project meet the mandatory indoor water use measures of the CalGreen Code? If the project exceeds CalGreen Code mandatory measures provide methods in excess of requirements in the explanation.
Examples may include water pipe insulation, pressure reducing valves, energy efficient appliances such as Energy Star Certified dishwashers, washing machines, dual flush toilets, point of use and/or tankless water heaters. Provide the measures, devices, or systems that the project will include in the explanation.
X
Does the project meet the mandatory outdoor water use measures of the CalGreen Code? If the project exceeds CalGreen Code mandatory measures provide methods in excess of requirements in the explanation? Examples may include any outdoor water conservation measures such as; drought tolerant landscaping plants, compliant irrigation systems, xeriscapes etc. Provide the conservation measure that the project will include in the explanation.
X
Strategy 4: Solid Waste Diversion and Recycling
When completed will the project implement techniques for solid waste diversion and reduction (i.e., recycling, composting, waste to energy technology, waste separation)?
X
During construction will the project recycle construction and demolition waste?
X
X
X
X
X
The project would
have over 100
employees and would
be required to
comply with SJVAPCD
Rule 9410.
The project would
meet the latest
CalGreen standards.
The project is not a
commercial project.
Minimum of 450 kW
of rooftop solar
generation.
The project would
meet the latest
CalGreen standards.
The project would
meet the latest
CalGreen standards.
The project would be
consistent with the
CalRecycle Waste
Diversion and
Recycling Mandate.
The project would
provide complete
streets for all roadway
improvements.
February 7, 2022
Rafik Albert
EPD Solutions
2355 Main Street, Suite 100
Irvine, California 92614
RE: Cultural Resources Records Search Results for the Reyes Fresno Project, Fresno, California Dear Mr. Albert:
An archaeological records search has been completed for the Reyes Fresno Project located southwest of the intersection of South East Avenue and East North Avenue, city of Fresno, Fresno County, California. The project includes the proposed construction of a warehouse within Assessor’s Parcel Numbers (APNs) 329-090-16 and -17. As part of the environmental review process, Brian F. Smith and Associates, Inc. (BFSA) reviewed the results of the records search requested from the Southern San Joaquin Valley Information Center (SSJVIC) at California State University, Bakersfield. The records search, which was completed on January 31, 2022, encompassed an area of one mile surrounding the project.
Based upon the records search results, no resources have been recorded within the project; however, the search did identify 33 recorded resources within one mile of the project parcels. All the previously recorded resources are historic and include 30 historic buildings (mostly singlefamily residences), one historic railroad alignment, the historic Central Canal, and the historic Bowles farming community district. The closest resources to the subject property consist of an ancillary barn building (P-10-004650), approximately 500 feet north of the project at 2943 South East Avenue, and an industrial repair yard (P-10-004652), approximately 350 feet east of the project at 1038 East North Avenue. The records search also identified 21 previous studies within a one-mile radius of the project, six of which included the subject property (Unknown 1968; Peck 1977; Crist and Varner 1981; Stuart 1990; Self 1995; Greenwald 2011). The previous studies are all large overviews and do not directly address the subject property. No resources have ever been recorded within the project as a result of any of the previous studies.
Additionally, BFSA requested a search of the Sacred Lands File by the Native American Heritage Commission (NAHC). However, as of the date of this letter, no response from the NAHC has been received.
The full results of the completed SSJVIC records search and the NAHC Sacred Lands File search request are attached to this letter report (Attachments A and B, respectively). Please contact us should you have any questions or require additional study for this project.
Regards,
Brian F. Smith
BFS:ag
Attachments:
Attachment A – SSJVIC Archaeological Records Search Results Attachment B – NAHC Sacred Lands File Search Request
The Reyes Fresno Project
–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––
ATTACHMENT A
SSJVIC Archaeological Records Search Results
1/31/2022
Andrew Garrison
Brian F. Smith and Associates
14010 Poway Road, Suite A
Poway, CA 92064
Re: Reyes Fresno (22-008)
Records Search File No.: 22-019
The Southern San Joaquin Valley Information Center received your record search request for the project area referenced above, located on the Fresno South USGS 7.5’ quad. The following reflects the results of the records search for the project area and the 1.0 mile radius:
As indicated on the data request form, the locations of resources and reports are provided in the following format: ☒ custom GIS maps ☐ GIS data
Resources within project area: None
Resources within 1.0 mile radius: 33 resources (list enclosed) Reports within project area: 6 reports (list enclosed)
Reports within 1.0 mile radius: 15 reports (list enclosed) Note: Two “Other” Reports were omitted from maps and PDF copies, as per the data request form.
Resource Database Printout (list): ☒ enclosed ☐ not requested ☐ nothing listed Resource Database Printout (details): ☐ enclosed ☒ not requested ☐ nothing listed Resource Digital Database Records: ☒ enclosed ☐ not requested ☐ nothing listed Report Database Printout (list): ☒ enclosed ☐ not requested ☐ nothing listed Report Database Printout (details): ☐ enclosed ☒ not requested ☐ nothing listed Report Digital Database Records: ☒ enclosed ☐ not requested ☐ nothing listed Resource Record Copies: ☒ enclosed ☐ not requested ☐ nothing listed ☐ not available Report Copies: ☐ enclosed ☒ not requested ☐ nothing listed ☐ not available Note: Only the Title Page, Table of Contents, & Executive Summary of TU-00102 was included.
OHP Built Environment Resources Directory: ☐ enclosed ☒ not requested ☐ nothing listed Archaeological Determinations of Eligibility: ☒ enclosed ☐ not requested ☐ nothing listed CA Inventory of Historic Resources (1976): ☐ enclosed ☐ not requested ☒ nothing listed Note: P-15-007046 is not listed in the BERD. The 2013 HPD page was included for this resource.
Caltrans Bridge Survey: Not available at SSJVIC; please see https://dot.ca.gov/programs/environmental-analysis/cultural-studies/california-historical-bridges-tunnels Ethnographic Information: Not available at SSJVIC
Historical Literature: Not available at SSJVIC
Historical Maps: Not available at SSJVIC; please see
http://historicalmaps.arcgis.com/usgs/
Local Inventories: Not available at SSJVIC
GLO and/or Rancho Plat Maps: Not available at SSJVIC; please see http://www.glorecords.blm.gov/search/default.aspx#searchTabIndex=0&searchByTypeIndex=1 and/or http://www.oac.cdlib.org/view?docId=hb8489p15p;developer=local;style=oac4;doc.view=items Shipwreck Inventory: Not available at SSJVIC; please see https://www.slc.ca.gov/shipwrecks/
Soil Survey Maps: Not available at SSJVIC; please see
http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx Please forward a copy of any resulting reports from this project to the office as soon as possible. Due to the sensitive nature of archaeological site location data, we ask that you do not include resource location maps and resource location descriptions in your report if the report is for public distribution. If you have any questions regarding the results presented herein, please contact the office at the phone number listed above.
The provision of CHRIS Data via this records search response does not in any way constitute public disclosure of records otherwise exempt from disclosure under the California Public Records Act or any other law, including, but not limited to, records related to archeological site information maintained by or on behalf of, or in the possession of, the State of California, Department of Parks and Recreation, State Historic Preservation Officer, Office of Historic Preservation, or the State Historical Resources Commission.
Due to processing delays and other factors, not all of the historical resource reports and resource records that have been submitted to the Office of Historic Preservation are available via this records search. Additional information may be available through the federal, state, and local agencies that produced or paid for historical resource management work in the search area. Additionally, Native American tribes have historical resource information not in the CHRIS Inventory, and you should contact the California Native American Heritage Commission for information on local/regional tribal contacts.
Should you require any additional information for the above referenced project, reference the record search number listed above when making inquiries. Invoices for Information Center services will be sent under separate cover from the California State University, Bakersfield Accounting Office.
Thank you for using the California Historical Resources Information System (CHRIS).
Sincerely,
Celeste M. Thomson
Coordinator
SSJVIC Record Search 22-019
Reports in PA: Reports in 1 Mi: Resources in 1 Mi:
FR-00106 FR-00053 P-10-003930
FR-00357 FR-00135 P-10-004303
FR-00641 FR-00151 P-10-004648
FR-01156 FR-00277 P-10-004649
FR-01162 FR-01640 P-10-004650
FR-02701 FR-01651 P-10-004651
FR-01707 P-10-004652
FR-01708 P-10-004677
FR-01738 P-10-006759
FR-01739 P-10-006760
FR-01841 P-10-006761
FR-02104 P-10-006762
FR-02245 P-10-006763
FR-02287 P-10-006764
FR-02687 P-10-006765
P-10-006766
P-10-006767
P-10-006768
P-10-006769
P-10-006770
P-10-006775
P-10-006776
P-10-006777
P-10-006778
P-10-006779
P-10-006780
P-10-006781
P-10-006782
P-10-006783
P-10-006784
P-10-006785
P-10-006786
P-10-006787
P-10-004303
P-10-004677
P-10-003930
P-10-006777
P-10-006787
P-10-006786
P-10-006784
P-10-006781
P-10-006770
P-10-006769
P-10-006768
P-10-006763
P-10-006762
P-10-006761
P-10-006760
P-10-006759
P-10-004650
P-10-004652 P-10-004651
P-10-004649
P-10-004648
P-10-006764
P-10-006765
P-10-006766
P-10-006766
P-10-006767
P-10-006775
P-10-006776
P-10-006778
P-10-006779
P-10-006780
P-10-006782
P-10-006783
P-10-006785
May depict confidential cultural resource locations.
Do not distribute.
Ü 0 0.125 0.25 0.5 Miles
0 0.175 0.35 0.7 Kilometers
SSJV Information Center Record Search 22-019
Requester: Andrew Garrison, Brian F Smith & Associates
Project Name: Reyes Fresno (22-008)
USGS 7.5' Quad(s): Fresno South
County: Fresno
Resources Only
Project Area
Record Search radius
Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
SSJVIC Record Search 22-019
P-10-003930 CA-FRE-003109H Resource Name - Southern
Pacific Railroad
FR-00238, FR01770, FR-01771,
FR-01772, FR02642, FR-02726,
FR-02769, FR02847, FR-02942,
FR-03037
Structure Historic AH07; HP11 1998 (W.L. Norton, Jones & Stokes);
1999 (S. Hooper, S. Flint, Applied
EarthWorks, Inc.);
2002 (Peggy B. Murphy, Three Girls
and a Shovel);
2004 (Bryan Larson, Cindy
Toffelmier, JRP Historical
Consulting);
2009 (Joseph Freeman, Rebecca
Flores, JRP Historical Consulting);
2009 (Joseph Freeman, Rebecca
Flores, JRP Historical Consulting);
2009 (Joseph Freeman, Rebecca
Flores, JRP Historical Consulting);
2010 (Michael Hibma, LSA
Associates);
2013 (Randy Baloian, Applied
Earthworks, Inc.);
2015 (Randy Baloian, Applied
EarthWorks, Inc.);
2015 (Randy Baloian, Applied
Earthworks, Inc.);
2016 (J. Tibbet, Applied
EarthWorks, Inc.);
2018 (Annie McCausland, Applied
EarthWorks, Inc.);
2018 (Jessica Jones, Applied
EarthWorks, Inc.)
P-10-004303 OHP PRN - 3771-0063-0000;
Resource Name - Bowles;
OHP Property Number - 053526;
OTIS Resource Number - 455832
District Historic HP39 1980 (Isami Arifuku Waugh, Ethnic Minority Cultural Resources Survey)
P-10-004648 Resource Name - NORTH-1S;
OHP Property Number - 128242
Building Historic HP02 2000 (L. Palmer, Applied FR-01738 EarthWorks, Inc.)
P-10-004649 Resource Name - NORTH-3S;
OHP Property Number - 128243
Building Historic HP02 2000 (L. Palmer, Applied FR-01738 EarthWorks, Inc.)
P-10-004650 Resource Name - NORTH-4N;
OHP Property Number - 128245
Building Historic HP04 2000 (L. Palmer, Applied FR-01738 EarthWorks, Inc.)
P-10-004651 Resource Name - NORTH-4S;
OHP Property Number - 074108
Building Historic HP02 1989 (Sally Woodbridge, David FR-01738 Chavez & Associates);
2000 (L. Palmer, Applied
EarthWorks, Inc.)
Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
SSJVIC Record Search 22-019
P-10-004652 Resource Name - NORTH-5N;
OHP Property Number - 128244
Building Historic HP03 2000 (L. Palmer, Applied FR-01738 EarthWorks, Inc.)
P-10-004677 CA-FRE-003605H Resource Name - Central Canal; OTIS Resource Number -
552642;
OHP Property Number - 145600
Structure Historic HP20 2000 (Bai "Tom" Tang, CRM Tech); FR-01699, FR-02504 2003 (Kelly Hobbs, J&R
Environmental Services);
2004 (Bryan Larson, Cindy
Toffelmier, JRP Historical
Consulting)
P-10-006759 Resource Name - Fresno Grape
Stake Yard
Building Historic HP06 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006760 Resource Name - 2904 South
Elm Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006761 Resource Name - 2909 South
Elm Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006762 Resource Name - 2932 South
Elm Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006763 Resource Name - 2946 South
Elm Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006764 Resource Name - Garcia Paving Building Historic HP06 1989 (Sally Woodbridge, David Chavez & Associates)
P-10-006765 Resource Name - Valley Wrought
Iron
Building Historic HP06 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006766 Resource Name - 3047 South
Elm Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006767 Resource Name - 3140 South
Elm Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006768 Resource Name - Myers Ward
Tractor Equipment
Building Historic HP06 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006769 Resource Name - 3207 South
Elm Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006770 Resource Name - Acme Auto
Parts
Building Historic HP06 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006775 Resource Name - 54 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006776 Resource Name - 86 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
SSJVIC Record Search 22-019
P-10-006777 Resource Name - Rodriguez
Grocery
Building Historic HP06 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006778 Resource Name - 115 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006779 Resource Name - 125 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006780 Resource Name - 130 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006781 Resource Name - 140 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006782 Resource Name - 157 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006783 Resource Name - 172 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006784 Resource Name - 241 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006785 Resource Name - 263 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006786 Resource Name - 267 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
P-10-006787 Resource Name - 283 East North
Ave
Building Historic HP02 1989 (Sally Woodbridge, David
Chavez & Associates)
State of California — The Resources Agency Primary # 10-003930 DEPARTMENT OF PARKS AND RECREATION HRI #/Trinomial CA-FRE-3109H
LINEAR FEATURE RECORD
DPR 523E (1/95) *Required information
L1. Historic and/or Common Name: Hanford & Summit Lake Railway L2a. Portion Described: ☐ Entire Resource ☒ Segment ☐ Point Observation Designation:
b. Location of point or segment: UTM NAD 83; Zone 10N: 751724 mE / 4054732 mN (NW End) 751919 mE / 4054575 mN (SE End)
L3. Description: The segment consists of a single set of standard gauge tracks set upon a grade of crushed stone ballast, raised about 3 feet above ground level. Some sections are not raised by a stone ballast and are level with the roadway surface. The welded steel rails are supported by standard wood ties.
L4. Dimensions: L4e. Sketch or Cross Section ☐ attached Facing:
a. Top Width: ~5 feet ☒ none
b. Bottom Width: ~20 feet
c. Height or Depth: 0–3 feet
d. Length of Segment: 838 feet (NW to SE)
L5. Associated Resources: none
L6. Setting: Semi-rural, West Side of Fresno County
L7. Integrity Considerations: The railroad retains its original alignment, but its materials (rails, ties, ballast, etc.) have been replaced since its construction in 1912. See report cited below for a complete discussion of the segment’s integrity and NRHP and CRHR eligibility:
Jones, Jessica, Randy Baloian, and Diana Dyste
2018 Historic Properties Inventory and Evaluation for City of San Joaquin Wells 4 and 6 Manganese Treatment and Distribution Pipeline Project, Fresno County, California. Applied EarthWorks, Inc., Fresno, California. Prepared for Crawford & Bowen Planning, Inc., Visalia, California.
L8a. Photo, Map, or Drawing:
L8b. Description of Photo, Map, or
Drawing: View of the recorded
segment, facing west down Manning
Avenue.
L9. Remarks: This resource was evaluated
by Applied EarthWorks, Inc. and
recommended ineligible for listing on
the NRHP and CRHR.
L10. Form Prepared By: Jessica Jones
Applied EarthWorks, Inc.
Fresno, CA 93711
L11. Date: June 2018
SUPPLEMENT
State of California The Resources Agency
DEPARTMENT OF PARKS AND RECREATION
LOCATION MAP
TRUE NORTH
°
SCALE 1:24,000 1 0.5 0 1
Miles
1 0.5 0 1
Kilometers
1,000 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000
Feet
Resource Name or #: Scale: 1:24,000
Primary # 10-003930
HRI#
Trinomial CA-FRE-3109H
Map Name: San Joaquin, CA, USGS 7.5' quadrangle Date: 1963 Recorded Segment
Hanford & Summit Lake Railway of
the Southern Pacific Railroad
SUPPLEMENT
FR-00135
FR-00053
FR-00277
FR-00151
FR-01651
FR-01739
FR-02287
FR-00151
FR-01738
FR-02687
FR-01708
FR-01707
FR-02687
FR-01841
FR-01640
FR-02245
FR-02104
May depict confidential cultural resource locations.
Do not distribute.
Ü 0 0.125 0.25 0.5 Miles
0 0.175 0.35 0.7 Kilometers
SSJV Information Center Record Search 22-019
Requester: Andrew Garrison, Brian F Smith & Associates
Project Name: Reyes Fresno (22-008)
USGS 7.5' Quad(s): Fresno South
County: Fresno
Reports Only
Project Area
Record Search radius
FR-00641
FR-02701
FR-00106
FR-01156
FR-01162
FR-00357
May depict confidential cultural resource locations.
Do not distribute.
Ü 0 0.125 0.25 0.5 Miles
0 0.175 0.35 0.7 Kilometers
SSJV Information Center Record Search 22-019
Requester: Andrew Garrison, Brian F Smith & Associates
Project Name: Reyes Fresno (22-008)
USGS 7.5' Quad(s): Fresno South
County: Fresno
"Other" Reports Only
Project Area
Record Search radius
Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources SSJVIC Record Search 22-019
FR-00053 1991 Rout 41 Elkhorn Avenue to North Avenue, 06- FRE-41-R6.1/R20.1 06250-342100 Historic
Property Survey Report
NADB-R - 1141168 Weitze, K. Dames & Moore
FR-00106 1995 Class I Overview: Santa Fe Pacific Pipeline Partners, L.P. Proposed Concord to Colton
Pipeline Project
BLM - Permit No. CA- Self, William William Self Associates 10-002961 95-01-0004;
NADB-R - 1141258
FR-00135 1995 Cultural Resources Inventory Report for the Proposed Mojave Northward Expansion
Project.
Woodward-Clyde
Consultants
Hatoff, Brian, Voss, Barb,
Waechter, Sharon,
Benté, Vance, and Wee,
Stephen
NADB-R - 1140863
FR-00151 1995 Supplemental Historical Architectural Survey Report / Historic Property Survey Report for
Highway Construction in the City and County
of Fresno, California.
California Department of
Transportation
Caltrans - 06-Fre-41, Pavlik, Robert C
PM R20.1/R22.1, EA
06-342601
FR-00277 1991 An Archaeological Survey of the Rank Fmaily Property for a Property Line Variance in
Fresno County, California
Michael Paoli and
Associates
Bissonnette, Linda Dick
FR-00357 1981 Archaeological Overview and Locational
Analysis of the Fresno Area
California State University,
Fresno
Crist, Michael K. and
Varner, Dudley M.
10-001014
FR-00641 1977 The Distribution of Aboriginal Occupational Sites in Fresno County, California
California State University,
Fresno
Peck, Billy J.
FR-01156 1968 A Proposal for an Archaeological Element in the Fresno County, General Plan
Committee on Sierra
Foothills Public Archaeology
Unknown
FR-01162 1990 A Summary of the Present Archaeological
Resources of Fresno County
California Department of
Parks and Recreation
Stuart, David R.
FR-01640 1999 Negative Archaeological Survey Report
Installation of Traffic Survelance Stations
along Interstate 5, State Route 41, and State
Route 99 in Madera and Fresno Counties
California Department of
Transportation
IC Record Search Binning, Jeanne Day
Nbr - 99-030
FR-01651 2000 Cultural Resources Survey for the Level (3) Communications Long Haul Fiber Optics
Project: Segment WS04: Sacramento to
Bakersfield
Far Western
Anthropological Research
Group, Inc.
Submitter - Project Nelson, Wendy J.
Number 27101
FR-01707 2000 Negative Archaeological Survey Report for Box Culvert Upgrade at Cherry Avenue
California Department of
Transportation
Submitter - Project Nishimura, Lisa
Number: STPLH5942 (103)
FR-01708 2000 Negative Archaeological Survey Report for Box Culvert Upgrade at Orange Avenue
California Department of
Transportation
Submitter - Project Nishimura, Lisa
Number: STPLH5942 (102)
Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources SSJVIC Record Search 22-019
FR-01738 2001 Historic Architectural Survey Report for the North Avenue Reconstruction Project State
Route 41 to State Route 99, Fresno California
Palmer, Kevin (Lex) Applied EarthWorks, Inc. 10-004648, 10-004649, 10-004650, 10-004651, 10-004652
FR-01739 2001 Negative Archaeological Survey Repot for the North Avenue Reconstruction Project, State
Route 41 to State Route 99, Fresno, California
Baloian, Mary Applied EarthWorks, Inc.
FR-01841 2001 Record Search and Site Visit Report for
Nextel Wireless Site CA-1456D, Fresno,
Fresno County, California.
Submitter - CA-1456D Unknown EarthTouch, LLC.
FR-02104 2005 Cultural Resource Assessment for the Fresno Industrial (CA-1456K) Cellular Facility at 1293
East Center Avenue, Near Calwa,
Unincorporated Fresno County, California
Thal, Sean EarthTouch, Inc.
FR-02245 2005 Record Search Results and Site Visit for
Cingular Telecommunications Facility
Candidate FS-512-04 (Jensen/Cedar), 2774
South Orange Avenue, Fresno, Fresno
County, California
Michael Brandman
Associates
Bonner, Wayne H.
FR-02287 2006 Cultural Resources Final Report of Monitoring and Findings for the Qwest Network
Construction Project, State of California
SWCA Environmental
Consultants
Arrington, Cindy, Bass,
Bryon, Brown, Joan,
Corey, Chris, and Hunt,
Kevin
Submitter - SWCA
Cultural Resources
Report Database No.
06-507;
Submitter - SWCA
Project No. 10715-
180
FR-02687 2014 Cultural Resources Inventory for South
Fresno Economic Development Project Work
Areas 1,2, and 3, City of Fresno, Fresno
County, California
Armstrong, Matthew D. Applied EarthWorks, Inc.
and Lloyd, Jay B.
FR-02701 2011 Archaeological Survey Report for the
California High Speed Train Fresno to
Bakersfield Section
Greenwald, Alexandra URS Corporation
The Reyes Fresno Project
–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––
ATTACHMENT B
NAHC Sacred Lands File Search Request
January 13, 2022
For: Native American Heritage Commission
915 Capitol Mall, Room 364
Sacramento, California 95814
From: Andrew Garrison M.A., RPA
Brian F. Smith and Associates Inc.
14010 Poway Rd. Suite A
Poway, CA 92064
Re: Request for Sacred Lands File and Native American Contact List for the Reyes Fresno (22-008), City of Fresno, Fresno County, California.
I would like to request a record search of the Sacred Lands File and a list of appropriate Native American contacts for the following project: Reyes Fresno (22-008). The approximately 14.8-acre project consists of an industrial warehouse development situated southwest of the intersection of South East Avenue and East North Avenue, City of Fresno, Fresno County, California (APNs 329-090-16 and -17). The project can be found Section 27 Township 14 South, Range 20 East, as shown on the USGS Fresno South, California Quadrangle. A copy of the project map showing the project area has been included for the processing of this request.
Thank you for your time.
Sincerely,
Andrew Garrison M.A., RPA
Project Archaeologist
Billing: 14678 Ibex Court, San Diego, CA 92129
Phone: 858-484-0915
Email: [email protected]
Attachments:
USGS 7.5 Fresno South, California, topographic map with project area delineated.
Sacred Lands File request form
Sacred Lands File & Native American Contacts List Request
NATIVE AMERICAN HERITAGE COMMISSION
915 Capitol Mall, RM 364 ⁕ Sacramento, CA 95814 ⁕ (916) 653-4082 (916) 657-5390 – Fax ⁕ [email protected]
Information Below is Required for a Sacred Lands File Search Project: Reyes Fresno (22-008)
County: Fresno
USGS Quadrangle Name(s): Fresno South
Section 27 Township 14 South, Range 20 East
Company/Firm/Agency: Brian F. Smith & Associates Inc.
Contact Person: Andrew Garrison
Street Address: 14010 Poway Road, Suite A
City: Poway Zip: 92064
Phone: 858-484-0915
Fax: 858-679-9896
Email: [email protected]
Project Description:
I would like to request a record search of the Sacred Lands File and a list of appropriate Native American contacts for the following project: Reyes Fresno (22-008). The approximately 14.8-acre project consists of an industrial warehouse development situated southwest of the intersection of South East Avenue and East North Avenue, City of Fresno, Fresno County, California (APNs 329-090-16 and -17). The project can be found Section 27 Township 14 South, Range 20 East, as shown on the USGS Fresno South, California Quadrangle. A copy of the project map showing the project area has been included for the processing of this request.
1 :24,000
ReyesFresno(22-008)
USGSFresnoSouthQuadrangle
(7.5-minuteseries)
Project
±
AJGBFSA:1/13/2022
Phoenix Biological Consulting, Inc Providing proactive biological solutions throughout the Southwest 313 Nicole Dr Vista CA 92084 (949) 887-0859 Cell
Biological Technical Memo
_____________________________________________________________ DATE: February 2, 2022
TO: Rafik Albert, EPD Solutions
FROM: Ryan Young, Phoenix Biological Consulting
RE: Reyes Solar Biological Reconnaissance Site Visit
_____________________________________________________________ Mr. Albert
Phoenix Biological Consulting (PBC) conducted a biological reconnaissance site visit for the Reyes Solar project site located in Fresno, CA on January 25, 2022. Outlined below, is a compilation of Phoenix Biological Consultant’s field reconnaissance observations and desktop analysis that included the California Natural Diversity Database (CNDDB), ArcGIS, USDA Soils data, USGS wetlands & drainages and aerial photos.
Findings and Recommendations
• The project site consists of highly disturbed habitat that is surrounded by commercial development.
• No drainages are present on site.
• No sensitive species are present on the site.
Project location
The project site is located at the southwest corner of E North Ave and S East Ave in the City limits of Fresno, Fresno County, California. The elevation is 278 feet. The site is located within Section 27, Township 14 S, Range 20 E, Fresno South Topographic Quadrangle United States Geological Survey (USGS) 7.5 Series. - 2 -
Site characteristics
After completing a site visit and reviewing online aerial photos, the site appears to be comprised of disturbed, previously grubbed and cleared vacant land. Russian thistle and Red brome have colonized the majority of the site.
The topography is relatively flat. There are no drainages present on or along the edges of the site. The soils on site consist of Hesperia fine sandy loams. No wetland indicator soils are present.
Adjacent land use
The adjacent habitat consists of commercial development on all sides.
Significant ecological sites
There are no significant ecological areas or land preserves adjacent to the project area.
Animal species detected during site visit
No species of significance were observed during the site visit. Several ravens and house sparrows were detected during the site visit but no sensitive species were observed. No rare plants were observed. There is no sign of kangaroo rats, kit fox or blunt nosed leopard lizard habitat present either.
Cordially,
Ryan Young
Phoenix Biological Consulting
313 Nicole Dr
Vista CA 92084
(949) 887 0859 cell
[email protected]
- 3 -
Exhibit A: Regional View
- 4 -
Exhibit B: Aerial View
- 5 -
Exhibit C: Topographic View
- 6 -
Exhibit D: USDA Soils Data View
- 7 -
Exhibit E: Corner Photos
Southeast
Corner.
Facing
NW.
Southwest
Corner.
Facing
NE.
- 8 -
Northwest
Corner.
Facing SE.
Northeast
Corner.
Facing SW.
- 9 -
Exhibit F: IPAC Search Results
- 10
-
- 11
-
- 12
-
- 13
-
- 14
-
- 15
-
March 2022
NOISE AND VIBRATION IMPACT ANALYSIS
RCCB FRESNO DISTRIBUTION WAREHOUSE PROJECT
FRESNO, CALIFORNIA
March 2022
NOISE AND VIBRATION IMPACT ANALYSIS
RCCB FRESNO DISTRIBUTION WAREHOUSE PROJECT
FRESNO, CALIFORNIA
Submitted to:
EPD Solutions, Inc.
2 Park Plaza, Suite 1120
Irvine, California 92614
Prepared by:
LSA
20 Executive Park, Suite 200
Irvine, California 92614-4731
(949) 553-0666
Project No. ESL2201
N OISE AND VIBRATION I MPACT ANALYSIS
MARCH 2022
RCCB F RESNO DISTRIBUTION WAREHOUSE
F RESNO, C ALIFORNIA
P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» i
TABLE OF CONTENTS
TABLE OF CONTENTS ............................................................................................................................... i LIST OF ABBREVIATIONS AND ACRONYMS............................................................................................ iii INTRODUCTION .......................................................................................................... 4 Project Location And Description.................................................................................................. 4 Existing Land Uses in the project area .......................................................................................... 4 NOISE AND VIBRATION FUNDAMENTALS .................................................................... 7 Characteristics of Sound................................................................................................................ 7 Measurement of Sound................................................................................................................. 7 Physiological Effects of Noise .............................................................................................................8 Fundamentals of Vibration.......................................................................................................... 10 REGULATORY SETTING.............................................................................................. 12 Applicable Noise Standards......................................................................................................... 12 Federal..............................................................................................................................................12 State of California.............................................................................................................................14 City of Fresno....................................................................................................................................15 Thresholds of Significance........................................................................................................... 18 OVERVIEW OF THE EXISTING NOISE ENVIRONMENT.................................................. 19 Overview of the Existing Noise Environment.............................................................................. 19 Existing Traffic Noise ........................................................................................................................19 Existing Aircraft Noise.......................................................................................................................19 Existing Rail Noise.............................................................................................................................20 Existing Sensitive Receptors.............................................................................................................20 PROJECT IMPACTS .................................................................................................... 21 Short-Term Construction Noise Impacts..................................................................................... 21 Best Construction Practices..............................................................................................................23 Short-Term Construction Vibration Impacts............................................................................... 24 Long-Term Off-Site Traffic Noise Impacts................................................................................... 25 Long-Term Traffic-Related Vibration Impacts............................................................................. 25 Long-Term Off-Site Stationary Noise Impacts............................................................................. 26 Rooftop Mechanical Equipment.......................................................................................................26 Air Nozzle, Torque Gun, Vehicle Lift.................................................................................................26 Truck Arrivals and Departures..........................................................................................................26 Truck Loading and Unloading Activities............................................................................................26 Conclusion................................................................................................................................... 27 REFERENCES ............................................................................................................. 28
APPENDICES
A: FHWA Noise Model Printouts
B: Construction Noise Level Calculations
C: SoundPLAN Noise Model Printouts
N OISE AND VIBRATION I MPACT ANALYSIS
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» ii
FIGURES AND TABLES
FIGURES
Figure 1: Project Location....................................................................................................................... 5 Figure 2: Site Plan................................................................................................................................... 6 TABLES
Table A: Definitions of Acoustical Terms................................................................................................ 9 Table B: Common Sound Levels and Their Noise Sources.................................................................... 10 Table C: Summary of USEPA Noise Levels............................................................................................ 12 Table D: Summary of Human Effects in Areas Exposed to 55 dBA CNEL ............................................. 13 Table E: Ground-Borne Vibration Impact Criteria For Assessing Human Annoyance.......................... 13 Table F: Construction Vibration Damage Criteria................................................................................. 14 Table G: Transportation (Non-Aircraft) Noise Sources ........................................................................ 15 Table H: Stationary Noise Sources........................................................................................................ 17 Table I: Ambient Noise Standards........................................................................................................ 18 Table J: Existing Traffic Noise Levels Without Project.......................................................................... 20 Table K: Typical Construction Equipment Noise Levels........................................................................ 22 Table L: Potential Construction Noise Impacts at Nearest Receptor................................................... 23 Table M: Vibration Source Amplitudes for Construction Equipment .................................................. 24 Table N: Summary of Construction Vibration Levels............................................................................ 25 Table O: Commercial Use Exterior Noise Level Impacts....................................................................... 27
N OISE AND VIBRATION I MPACT ANALYSIS
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RCCB F RESNO DISTRIBUTION WAREHOUSE
F RESNO, C ALIFORNIA
P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» iii
LIST OF ABBREVIATIONS AND ACRONYMS
City City of Fresno
CNEL Community Noise Equivalent Level
dBA A-weighted decibel
EPA United States Environmental Protection Agency
ft feet
FHWA Federal Highway Administration
FTA Federal Transit Administration
HVAC heating, ventilation, and air conditioning
in/sec inches per second
Ldn day-night average noise level
Leq equivalent continuous sound level
Lmax maximum instantaneous sound level
PPV peak particle velocity
project RCCB Fresno Distribution Warehouse Project
RMS root-mean-square
sf square feet
SPL sound power level
VdB vibration velocity decibels
N OISE AND VIBRATION I MPACT ANALYSIS
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RCCB F RESNO DISTRIBUTION WAREHOUSE
F RESNO, C ALIFORNIA
P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 4
INTRODUCTION
This noise and vibration impact analysis has been prepared to evaluate the potential noise and vibration impacts and reduction measures associated with the RCCB Fresno Distribution Warehouse Project (project) in Fresno, California. This report is intended to satisfy the City of Fresno (City) requirement for a project-specific noise impact analysis by examining the impacts of the project site and evaluating noise reduction measures that the project may require.
PROJECT LOCATION AND DESCRIPTION
The proposed project would construct a 204,264 square feet (sf) warehouse building with ancillary office space and a future expansion option of 40,300 sf of warehouse. The building shell will include a 2-story office area to be constructed of concrete tilt-up panels, a panelized roof system, 29 dockhigh doors, a truck wash and truck maintenance shop attached to the warehouse space, and a small outdoor patio space. Also included are a truck yard, automobile parking areas, truck parking, and stormwater management areas. The building will be fully air conditioned, and will be used for Food and Beverage Industrial Storage Space. The yard will be fully secured with rolling gates and fences, with ingress and egress from both E. North Avenue and S. East Avenue.
Typical operational characteristics include employees traveling to and from the site, delivery of products to the site, truck loading and unloading, and truck maintenance operations. The project is assumed to operate 24 hours a day, 7 days a week; however, this may shift depending on the tenant, as the hours of operation are unknown.
The proposed project is located at 791 and 998 E. North Avenue, at the southwest corner of the E.
North Avenue and S. East Avenue intersection in the city of Fresno. The project site is identified by Assessor’s Parcel Numbers 329-09-016 and 329-09-017. The project site is currently vacant. Figure 1 illustrates the project site location. Figure 2 depicts the proposed project’s site plan.
EXISTING LAND USES IN THE PROJECT AREA
The project site is surrounded primarily by residential, commercial, and community facility development. The areas adjacent to the project site include the following uses:
• North: Existing industrial uses, opposite E. North Avenue; • East: Existing industrial uses opposite S. East Avenue; • South: Existing industrial uses; and
• West: Existing Fresno Commercial Drive Test Center.
Project Location
SOURCE: ArcGIS Online Topographic Map (2020)
I:\ESL2201\G\Project_LocaƟon.ai (03/09/2022)
FIGURE 1
Fresno DistribuƟon Center Project
Project LocaƟon
0 400 800
FEET
LEGEND
Project Site
City Boundary
Madera
County
Fresno
County
Ã201 Ã43
Ã168
Ã180
Ã41
Ã99
Project Vicinity
Project Location
ACCESSIBLE STALLS
TYPICAL
27'
TYP.
27'
TYP.
65' 90' 55'
27'
TYP.
15'
17'
30'
TYP.
27'
TYP.
27'
TYP.
70'
TYP.
72'
OUTDOOR
SEATING
AREA
35'
TYP.
SLIDING GATES
LANDSCAPE BUFFER AND
STRIPED AREA
SAME WIDTH AS SINGLE STALL
TYPICAL
TYPICAL PARKING STALL
9'x19'
TRASH
ENCLOSURE
18'
TYP.
27'
TYP.
POSSIBLE
TRANSFORMER &
GENERATOR
LOCATION
40'
TYP.
34'
TYP.
16'
TYP.
DEF
10'±.
60' 46'
36'
TYP.
EMPLOYEES
OUTDOOR
BREAK
AREA
GATE
GATE
27'
TYP.
GATE
45'
TYP.
GATE
FUTURE EV TBA
± 25% OF REQ'd EV TO BE FULLY
INSTALLED, REMAINING TO BE FUTURENEED. ONE STANDARD ADA EV INSTALLED AND ONE VAN STALL.
POSSIBLELOCATION OFBIKE RACK
POSSIBLE LOCATION
OF BIKE RACK
GATE
GATE
FUTURE
EXPANSION
24'x4' ISLAND
FUTURE
EXPANSION
24'x4' ISLAND
TRASH
DOCK
DUMPSTER
SOURCE: Ware Malcomb
FEET
0 25 80
FIGURE 2
Site Plan
I:\ESL2201\G\Site_Plan.ai (03/09/2022)
Fresno DistribuƟon Center Project
N OISE AND VIBRATION I MPACT ANALYSIS
MARCH 2022
RCCB F RESNO DISTRIBUTION WAREHOUSE
F RESNO, C ALIFORNIA
P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 7
NOISE AND VIBRATION FUNDAMENTALS
CHARACTERISTICS OF SOUND
Noise is usually defined as unwanted sound. Noise consists of any sound that may produce physiological or psychological damage and/or interfere with communication, work, rest, recreation, and sleep.
To the human ear, sound has two significant characteristics: pitch and loudness. Pitch is generally an annoyance, while loudness can affect the ability to hear. Pitch is the number of complete vibrations, or cycles per second, of a sound wave, which results in the tone’s range from high to low. Loudness is the strength of a sound, and it describes a noisy or quiet environment; it is measured by the amplitude of the sound wave. Loudness is determined by the intensity of the sound waves combined with the reception characteristics of the human ear. Sound intensity is the average rate of sound energy transmitted through a unit area perpendicular to the direction in which the sound waves are traveling. This characteristic of sound can be precisely measured with instruments. The analysis of a project defines the noise environment of the project area in terms of sound intensity and its effect on adjacent sensitive land uses.
MEASUREMENT OF SOUND
Sound intensity is measured with the A-weighted decibel (dBA) scale to correct for the relative frequency response of the human ear. That is, an A-weighted noise level de-emphasizes low and very high frequencies of sound, similar to the human ear’s de-emphasis of these frequencies.
Decibels (dB), unlike the linear scale (e.g., inches or pounds), are measured on a logarithmic scale representing points on a sharply rising curve.
For example, 10 dB is 10 times more intense than 0 dB, 20 dB is 100 times more intense than 0 dB, and 30 dB is 1,000 times more intense than 0 dB. Thirty decibels (30 dB) represents 1,000 times as much acoustic energy as 0 dB. The decibel scale increases as the square of the change, representing the sound pressure energy. A sound as soft as human breathing is about 10 times greater than 0 dB.
The decibel system of measuring sound gives a rough connection between the physical intensity of sound and its perceived loudness to the human ear. A 10 dB increase in sound level is perceived by the human ear as only a doubling of the sound’s loudness. Ambient sounds generally range from 30 dB (very quiet) to 100 dB (very loud).
Sound levels are generated from a source, and their decibel level decreases as the distance from that source increases. Sound levels dissipate exponentially with distance from their noise sources.
For a single point source, sound levels decrease approximately 6 dB for each doubling of distance from the source. This drop-off rate is appropriate for noise generated by stationary equipment.
If noise is produced by a line source (e.g., highway traffic or railroad operations), the sound decreases 3 dB for each doubling of distance in a hard site environment. Line source sound levels decrease 4.5 dB for each doubling of distance in a relatively flat environment with absorptive vegetation.
N OISE AND VIBRATION I MPACT ANALYSIS
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F RESNO, C ALIFORNIA
P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 8 There are many ways to rate noise for various time periods, but an appropriate rating of ambient noise affecting humans also accounts for the annoying effects of sound. The equivalent continuous sound level (Leq) is the total sound energy of time-varying noise over a sample period. However, the predominant rating scales for human communities in the State of California are the Leq and Community Noise Equivalent Level (CNEL) or the day-night average noise level (Ldn) based on A-weighted decibels. CNEL is the time-weighted average noise over a 24-hour period, with a 5 dBA weighting factor applied to the hourly Leq for noises occurring from 7:00 p.m. to 10:00 p.m. (defined as relaxation hours) and a 10 dBA weighting factor applied to noises occurring from 10:00 p.m. to 7:00 a.m. (defined as sleeping hours). Ldn is similar to the CNEL scale but without the adjustment for events occurring during the relaxation. CNEL and Ldn are within 1 dBA of each other and are normally interchangeable. The City uses the CNEL noise scale for long-term traffic noise impact assessment.
Other noise rating scales of importance when assessing the annoyance factor include the maximum instantaneous noise level (Lmax), which is the highest sound level that occurs during a stated time period. The noise environments discussed in this analysis for short-term noise impacts are specified in terms of maximum levels denoted by Lmax, which reflects peak operating conditions and addresses the annoying aspects of intermittent noise. It is often used together with another noise scale, or noise standards in terms of percentile noise levels, in noise ordinances for enforcement purposes.
For example, the L10 noise level represents the noise level exceeded 10 percent of the time during a stated period. The L50 noise level represents the median noise level. Half the time the noise level exceeds this level, and half the time it is less than this level. The L90 noise level represents the noise level exceeded 90 percent of the time and is considered the background noise level during a monitoring period. For a relatively constant noise source, the Leq and L50 are approximately the same.
Noise impacts can be described in three categories. The first category includes audible impacts, which are increases in noise levels noticeable to humans. Audible increases in noise levels generally refer to a change of 3 dB or greater because this level has been found to be barely perceptible in exterior environments. The second category, potentially audible, refers to a change in the noise level between 1 dB and 3 dB. This range of noise levels has been found to be noticeable only in laboratory environments. The last category includes changes in noise levels of less than 1 dB, which are inaudible to the human ear. Only audible changes in existing ambient or background noise levels are considered potentially significant.
Physiological Effects of Noise
Physical damage to human hearing begins at prolonged exposure to sound levels higher than 85 dBA. Exposure to high sound levels affects the entire system, with prolonged sound exposure in excess of 75 dBA increasing body tensions, thereby affecting blood pressure and functions of the heart and the nervous system. In comparison, extended periods of sound exposure above 90 dBA would result in permanent cell damage. When the sound level reaches 120 dBA, a tickling sensation occurs in the human ear, even with short-term exposure. This level of sound is called the threshold of feeling. As the sound reaches 140 dBA, the tickling sensation is replaced by a feeling of pain in the ear (i.e., the threshold of pain). A sound level of 160–165 dBA will result in dizziness or a
N OISE AND VIBRATION I MPACT ANALYSIS
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RCCB F RESNO DISTRIBUTION WAREHOUSE
F RESNO, C ALIFORNIA
P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 9 loss of equilibrium. The ambient or background noise problem is widespread and generally more concentrated in urban areas than in outlying, less developed areas.
Table A lists definitions of acoustical terms, and Table B shows common sound levels and their sources.
Table A: Definitions of Acoustical Terms
Term Definitions
Decibel, dB A unit of sound measurement that denotes the ratio between two quantities that are proportional to power; the number of decibels is 10 times the logarithm (to the base 10) of this ratio.
Frequency, Hz Of a function periodic in time, the number of times that the quantity repeats itself in 1 second (i.e., the number of cycles per second).
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 and correlates well with subjective reactions to noise. (All sound levels in this report are A-weighted unless reported otherwise.) L01, L10, L50, L90 The fast A-weighted noise levels that are equaled or exceeded by a fluctuating sound level 1%, 10%, 50%, and 90% of a stated time period, respectively.
Equivalent
Continuous Noise
Level, Leq
The level of a steady sound that, in a stated time period and at a stated location, has the same A-weighted sound energy as the time-varying sound.
Community Noise
Equivalent Level,
CNEL
The 24-hour A-weighted average sound level from midnight to midnight, obtained after the addition of 5 dBA to sound levels occurring in the evening from 7:00 p.m. to 10:00 p.m. and after the addition of 10 dBA to sound levels occurring in the night between 10:00 p.m. and 7:00 a.m.
Day/Night Noise
Level, Ldn
The 24-hour A-weighted average sound level from midnight to midnight, obtained after the addition of 10 dBA to sound levels occurring in the night between 10:00 p.m. and 7:00 a.m.
Lmax, Lmin The maximum and minimum A-weighted sound levels measured on a sound level meter, during a designated time interval, using fast time averaging.
Ambient Noise Level The all-encompassing noise associated with a given environment at a specified time.
Usually a composite of sound from many sources from many directions, near and far; no particular sound is dominant.
Intrusive The noise that intrudes over and above the existing ambient noise at a given location. The relative intrusiveness of a sound depends upon its amplitude, duration, frequency, time of occurrence, and tonal or informational content, as well as the prevailing ambient noise level.
Source: Handbook of Acoustical Measurements and Noise Control (Harris 1991).
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 10 Table B: Common Sound Levels and Their Noise Sources
Noise Source A-Weighted Sound
Level in Decibels Noise Environments Subjective Evaluations Near Jet Engine 140 Deafening 128 times as loud
Civil Defense Siren 130 Threshold of Pain 64 times as loud Hard Rock Band 120 Threshold of Feeling 32 times as loud Accelerating Motorcycle at a Few Feet
Away 110 Very Loud 16 times as loud
Pile Driver; Noisy Urban Street/Heavy City
Traffic 100 Very Loud 8 times as loud
Ambulance Siren; Food Blender 95 Very Loud —
Garbage Disposal 90 Very Loud 4 times as loud
Freight Cars; Living Room Music 85 Loud —
Pneumatic Drill; Vacuum Cleaner 80 Loud 2 times as loud Busy Restaurant 75 Moderately Loud —
Near Freeway Auto Traffic 70 Moderately Loud Reference level Average Office 60 Quiet One-half as loud
Suburban Street 55 Quiet —
Light Traffic; Soft Radio Music in Apartment 50 Quiet One-quarter as loud Large Transformer 45 Quiet —
Average Residence without Stereo Playing 40 Faint One-eighth as loud Soft Whisper 30 Faint —
Rustling Leaves 20 Very Faint —
Human Breathing 10 Very Faint Threshold of Hearing
— 0 Very Faint —
Source: Compiled by LSA (2022).
FUNDAMENTALS OF VIBRATION
Vibration refers to ground-borne noise and perceptible motion. Ground-borne vibration is almost exclusively a concern inside buildings and is rarely perceived as a problem outdoors, where the motion may be discernible, but without the effects associated with the shaking of a building there is less adverse reaction. Vibration energy propagates from a source through intervening soil and rock layers to the foundations of nearby buildings. The vibration then propagates from the foundation throughout the remainder of the structure. Building vibration may be perceived by occupants as the motion of building surfaces, the rattling of items sitting on shelves or hanging on walls, or a lowfrequency rumbling noise. The rumbling noise is caused by the vibration of walls, floors, and ceilings that radiate sound waves. Annoyance from vibration often occurs when the vibration exceeds the threshold of perception by 10 dB or less. This is an order of magnitude below the damage threshold for normal buildings.
Typical sources of ground-borne vibration are construction activities (e.g., blasting, pile-driving, and operating heavy-duty earthmoving equipment), steel-wheeled trains, and occasional traffic on rough roads. Problems with both ground-borne vibration and noise from these sources are usually localized to areas within approximately 100 ft from the vibration source, although there are examples of ground-borne vibration causing interference out to distances greater than 200 ft (FTA 2018). When roadways are smooth, vibration from traffic, even heavy trucks, is rarely perceptible. It
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 11 is assumed for most projects that the roadway surface will be smooth enough that ground-borne vibration from street traffic will not exceed the impact criteria; however, construction of the project could result in ground-borne vibration that may be perceptible and annoying.
Ground-borne noise is not likely to be a problem because noise arriving via the normal airborne path will usually be greater than ground-borne noise.
Ground-borne vibration has the potential to disturb people and damage buildings. Although it is very rare for train-induced ground-borne vibration to cause even cosmetic building damage, it is not uncommon for construction processes such as blasting and pile-driving to cause vibration of sufficient amplitudes to damage nearby buildings (FTA 2018). Ground-borne vibration is usually measured in terms of vibration velocity, either the root-mean-square (RMS) velocity or peak particle velocity (PPV). The RMS is best for characterizing human response to building vibration, and PPV is used to characterize the potential for damage. Decibel notation acts to compress the range of numbers required to describe vibration. Vibration velocity level in decibels is defined as Lv = 20 log10 [V/Vref]
where “Lv” is the vibration velocity in decibels (VdB), “V” is the RMS velocity amplitude, and “Vref” is the reference velocity amplitude, or 1 x 10-6 inches/second (in/sec) used in the United States.
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 12
REGULATORY SETTING
APPLICABLE NOISE STANDARDS
The proposed project falls within the North Avenue Industrial Triangle Specific Plan (NAITSP), however noise and vibration impacts, thresholds, or criteria were not established at that time. The following section summarizes the regulatory framework related to noise, including federal, State, and City of Fresno plans, policies, and standards.
Federal
United States Environmental Protection Agency
In 1972, Congress enacted the Noise Control Act. This act authorized the United States Environmental Protection Agency (USEPA) to publish descriptive data on the effects of noise and establish levels of sound requisite to protect the public welfare with an adequate margin of safety.
These levels are separated into health (hearing loss levels) and welfare (annoyance levels), as shown in Table C. The USEPA cautions that these identified levels are not standards because they do not take into account the cost or feasibility of the levels.
Table C: Summary of USEPA Noise Levels
Effect Level Area
Hearing loss Leq(24) < 70 dB All areas.
Outdoor activity
interference and
annoyance
Ldn < 55 dB
Outdoors in residential areas and farms and other outdoor areas where people spend widely varying amounts of time and other places in which quiet is a basis for use.
Leq(24) < 55 dB Outdoor areas where people spend limited amounts of time, such as school yards, playgrounds, etc.
Indoor activity interference
and annoyance
Leq < 45 dB Indoor residential areas.
Leq(24) < 45 dB Other indoor areas with human activities such as schools, etc.
Source: U.S. Environmental Protection Agency (USEPA). Information on Levels of Environmental Noise Requisite to Protect Public Health and Welfare with an Adequate Margin of Safety (March 1974). dB = decibels
Leq = equivalent continuous sound level
For protection against hearing loss, 96 percent of the population would be protected if sound levels were less than or equal to an Leq(24) of 70 dBA. The “(24)” signifies an Leq duration of 24 hours. The USEPA activity and interference guidelines are designed to ensure reliable speech communication at about 5 feet (ft) in the outdoor environment. For outdoor and indoor environments, interference with activity and annoyance should not occur if levels are below 55 dBA and 45 dBA, respectively.
The noise effects associated with an outdoor Ldn of 55 dBA are summarized in Table D. At 55 dBA Ldn, 95 percent sentence clarity (intelligibility) may be expected at 11 ft, with no community reaction.
However, 1 percent of the population may complain about noise at this level, and 17 percent may indicate annoyance.
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 13 Table D: Summary of Human Effects in Areas Exposed to 55 dBA CNEL Type of Effect Magnitude of Effect
Speech – Indoors 100 percent sentence intelligibility (average) with a 5 dB margin of safety.
Speech – Outdoors
100 percent sentence intelligibility (average) at 0.35 meter. 99 percent sentence intelligibility (average) at 1.0 meter. 95 percent sentence intelligibility (average) at 3.5 meters.
Average Community Reaction None evident; 7 dB below level of significant complaints and threats of legal action and at least 16 dB below “vigorous action.”
Complaints 1 percent dependent on attitude and other non-level related factors.
Annoyance 17 percent dependent on attitude and other non-level related factors.
Attitude Towards Area Noise essentially the least important of various factors.
Source: U.S. Environmental Protection Agency (USEPA). Information on Levels of Environmental Noise Requisite to Protect Public Health and Welfare with an Adequate Margin of Safety (March 1974).
CNEL = Community Noise Equivalent Level
dB = decibels
dBA = A-weighted decibels
Federal Transit Administration
The vibration impact criteria included in the Transit Noise and Vibration Impact Assessment, are used in this analysis to assess potential human annoyance related to ground-borne vibration impacts, as shown in Table E. The criteria account for variation in project types as well as the frequency of events, which differ widely among projects. When there are fewer events per day, it takes higher vibration levels to evoke the same community response. This is accounted for in the criteria by distinguishing between projects with frequent and infrequent events, in which the term “frequent events” is defined as more than 70 events per day.
Table E: Ground-Borne Vibration Impact Criteria For Assessing Human Annoyance Land Use Category
Ground-Borne Vibration Impact Levels
(VdB re 1 μin/sec)
Frequent Events1 Occasional Events2 Infrequent Events3
Category 1: Buildings where vibration would interfere
with interior operations. 65 VdB4 65 VdB4 65 VdB4
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: Table 6-3, Transit Noise and Vibration Impact Assessment Manual (FTA 2018). 1 Frequent events are defined as more than 70 vibration events of the same source per day. 2 Occasional events are defined as between 30 and 70 vibration events of the same source per day. 3 Infrequent events are defined as fewer than 30 vibration events of the same kind per day. 4 This criterion limit is based on levels that are acceptable for most moderately sensitive equipment, such as optical microscopes.
Vibration-sensitive manufacturing or research will require detailed evaluation to define the acceptable vibration levels. Ensuring lower vibration levels in a building often requires special design of the HVAC systems and stiffened floors. μin/sec = microinches per second
μPa = micropascals
dB = decibels
dBA = A-weighted decibels
FTA = Federal Transit Administration
HVAC = heating, ventilation, and air-conditioning
VdB = vibration velocity decibels
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 14 The criteria for potential building damage from ground-borne vibration and noise are based on the maximum levels for a single event. Table F lists the potential vibration building damage criteria associated with construction activities, as suggested in the Transit Noise and Vibration Impact Assessment Manual. Federal Transit Administration (FTA) guidelines show that a vibration level of up to 102 VdB (equivalent to 0.5 in/sec in PPV) is considered safe for buildings consisting of reinforced concrete, steel, or timber (no plaster), and would not result in any construction vibration damage. For a non-engineered (those not designed by an engineer or architect) timber and masonry building, the construction building vibration damage criterion is 94 VdB (0.2 in/sec in PPV).
Table F: Construction Vibration Damage Criteria
Building Category PPV (in/sec) Approximate LV (VdB)1
Reinforced concrete, steel, or timber (no plaster) 0.50 102 Engineered concrete and masonry (no plaster) 0.30 98
Non-engineered timber and masonry 0.20 94
Buildings extremely susceptible to vibration damage 0.12 90 Source: Table 7-5, Transit Noise and Vibration Impact Assessment Manual (FTA 2018). 1 RMS VdB re 1 µin/sec. µin/sec = microinches per second
FTA = Federal Transit Administration
in/sec = inches per second
LV = velocity in decibels
PPV = peak particle velocity
RMS = root-mean-square
VdB = vibration velocity in decibels
State of California
The State of California has established regulations that help prevent adverse impacts to occupants of buildings located near noise sources. Referred to as the “State Noise Insulation Standard”, it requires noise-sensitive land uses to meet performance standards through design and/or building materials that would offset any noise source in the vicinity of the building. Chapter 5, Section 5.507 of the California Green Building Standards Code includes nonresidential mandatory measures, which require that buildings exposed to a noise level of 65 dB Leq-1-hour during any hour of operation shall have building, addition, or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite Sound Transmission Class (STC) rating of at least 45 (or Outdoor/Indoor Transmission Class [OITC] 35) with exterior windows of a minimum STC of 40 (or OITC 30).
The State has established land use compatibility guidelines for determining acceptable noise levels for specified land uses. The City has adopted and modified the State’s land use compatibility guidelines, as shown in Table G below.
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 15 Table G: Transportation (Non-Aircraft) Noise Sources
Noise-Sensitive Land Use1 Outdoor Activity Areas2 Interior Spaces Ldn/CNEL, dB Ldn/CNEL, dB Leq dB2
Residential 65 45 -
Transient Lodging 65 45 -
Hospitals, Nursing Homes 65 45 -
Theaters, Auditoriums, Music Halls - - 35
Churches, Meeting Halls 65 - 45
Office Buildings - - 45
Schools, Libraries, Museums - - 45
Notes:
1 Where the location of outdoor activity areas is unknown or is not applicable, the exterior noise level standard shall be applied to the property line of the receiving land use.
2 As determined for a typical worst-case hour during periods of use.
Source: City of Fresno (December 2014).
City of Fresno
City of Fresno General Plan
The City addresses noise in the Noise and Safety Element of the FRESNO General Plan.1 The objectives and implementing policies in the City’s General Plan are designed to protect the citizens of the City from the harmful and annoying effects of exposure to excessive noise. The following implementing policies are applicable to the proposed project:
• NS-1-a: Desirable and Generally Acceptable Exterior Noise Environment. Establish 65 dBA Ldn or CNEL as the standard for the desirable maximum average exterior noise levels for defined usable exterior areas of residential and noise-sensitive uses for noise, but designate 60 dBA Ldn or CNEL (measured at the property line) for noise generated by stationary sources impinging upon residential and noise-sensitive uses. Maintain 65 dBA Ldn or CNEL as the maximum average exterior noise levels for non-sensitive commercial land uses, and maintain 70 dBA Ldn or CNEL as maximum average exterior noise level for industrial land uses, both to be measured at the property line of parcels where noise is generated which may impinge on neighboring properties. • NS-1-b: Conditionally Acceptable Exterior Noise Exposure Range. Establish the conditionally acceptable noise exposure level range for residential and other noise sensitive uses to be 65 dB Ldn or require appropriate noise reducing mitigation measures as determined by a site specific acoustical analysis to comply with the desirable and conditionally acceptable exterior noise level and the required interior noise level standards set in Table G below. • NS-1-c: Generally Unacceptable Exterior Noise Exposure Range. Establish the exterior noise exposure of greater than 65 dB Ldn or CNEL to be generally unacceptable for residential and other noise sensitive uses for noise generated by sources in Policy NS-1-a, and study alternative less noise-sensitive uses for these areas if otherwise appropriate. Require appropriate noise reducing mitigation measures as determined by a site specific acoustical analysis to comply with 1 Fresno, City of, 2014. FRESNO General Plan. December 18.
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 16 the generally desirable or generally acceptable exterior noise level and the required 45 dB interior noise level standards set in Table G as conditions of permit approval. • NS-1-g: Noise mitigation measures which help achieve the noise level targets of this plan include, but are not limited to, the following:
○ Façades with substantial weight and insulation;
○ Installation of sound-rated windows for primary sleeping and activity areas; ○ Installation of sound-rated doors for all exterior entries at primary sleeping and activity areas;
○ Greater building setbacks and exterior barriers;
○ Acoustic baffling of vents for chimneys, attic and gable ends; ○ Installation of mechanical ventilation systems that provide fresh air under closed window conditions.
The aforementioned measures are not exhaustive and alternative designs may be approved by the City, provided that a qualified Acoustical Consultant submits information demonstrating that the alternative design(s) will achieve and maintain the specific targets for outdoor activity areas and interior spaces.
• NS-1-h: Interior Noise Level Requirement. Comply with the State Code requirement that any new multifamily residential, hotel, or dorm buildings must be designed to incorporate noise reduction measures to meet the 45 dB Ldn interior noise criterion, and apply this standard as well to all new single-family residential and noise sensitive uses. • NS-1-i: Mitigation by New Development. Require an acoustical analysis where new development of industrial, commercial or other noise generating land uses (including transportation facilities such as roadways, railroads, and airports) may result in noise levels that exceed the noise level exposure criteria established by Tables G and H to determine impacts, and require developers to mitigate these impacts in conformance with Tables G and H as a condition of permit approval through appropriate means. Noise mitigation measures may include:
○ The screening of noise sources such as parking and loading facilities, outdoor activities, and mechanical equipment;
○ Providing increased setbacks for noise sources from adjacent dwellings; ○ Installation of walls and landscaping that serve as noise buffers; ○ Installation of soundproofing materials and double-glazed windows; and ○ Regulating operations, such as hours of operation, including deliveries and trash pickup.
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 17 Table H: Stationary Noise Sources
Daytime
(7:00 a.m. – 10:00 p.m.)
Nighttime
(10:00 p.m. – 7:00 a.m.)
Hourly Equivalent Sound Level (Leq), dBA 50 45
Maximum Sound Level (Lmax), dBA 70 65
Notes:
1 The Department of Development and Resource Management Director, on a case-by-case basis, may designate land uses other than those shown in this table to be noise-sensitive, and may require appropriate noise mitigation measures. 2 As determined at outdoor activity areas. Where the location of outdoor activity areas is unknown or not applicable, the noise exposure standard shall be applied at the property line of the receiving land use. When ambient noise levels exceed or equal the levels in this table, mitigation shall only be required to limit noise to the ambient plus five dB.
Source: City of Fresno (December 2014).
Alternative acoustical designs that achieve the prescribed noise level reduction may be approved by the City, provided a qualified Acoustical Consultant submits information demonstrating that the alternative designs will achieve and maintain the specific targets for outdoor activity areas and interior spaces. As a last resort, developers may propose to construct noise walls along roadways when compatible with aesthetic concerns and neighborhood character. This would be a developer responsibility, with no City funding. • NS-1-j: Significance Threshold. Establish, as a threshold of significance for the City's environmental review process, that a significant increase in ambient noise levels is assumed if the project would increase noise levels in the immediate vicinity by 3 dB Ldn or CNEL or more above the ambient noise limits established in this General Plan Update. • NS-1-k: Proposal Review. Review all new public and private development proposals that may potentially be affected by or cause a significant increase in noise levels, per Policy NS-1-i, to determine conformance with the policies of this Noise Element. Require developers to reduce the noise impacts of new development on adjacent properties through appropriate means. • NS-1-m: Transportation Related Noise Impacts. For projects subject to City approval, require that the project sponsor mitigate noise created by new transportation and transportationrelated stationary noise sources, including roadway improvement projects, so that resulting noise levels do not exceed the City’s adopted standards for noise-sensitive land uses. • NS-1-n: Best Available Technology. Require new noise sources to use best available control technology to minimize noise emissions.
NS-1-o: Sound Wall Guidelines. Acoustical studies and noise mitigation measures for projects shall specify the heights, materials, and design for sound walls and other noise barriers. Aesthetic considerations shall also be addressed in these studies and mitigation measures such as variable noise barrier heights, a combination of a landscaped berm with wall, and reduced barrier height in combination with increased distance or elevation differences between noise source and noise receptor, with a maximum allowable height of 15 feet. The City will develop guidelines for aesthetic design measures of sound walls, and may commission area wide noise mitigation studies that can
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 18 serve as templates for acoustical treatment that can be applied to similar situations in the urban area.
City of Fresno Municipal Code
Section 10-101 of the City’s Municipal Code2 contains the City’s Noise Ordinance, which establishes excessive noise guidelines and exemptions. Standards are set for ambient noise based on district type (residential, commercial, and industrial) and time of day, as shown in Table I below.
Table I: Ambient Noise Standards
District (7:00 a.m. – 7:00 p.m.) (7:00 p.m. to 10:00 p.m.) (10:00 p.m. – 7:00 a.m.) Residential 60 55 50
Commercial 65 65 60
Industrial 70 70 70
Source: City of Fresno (May 2019).
The Municipal Code also addresses construction activity noise and states that construction activity noise is exempt from the noise standards when work takes place between the hours of 7:00 a.m. and 10:00 p.m. on any day except Sunday.
THRESHOLDS OF SIGNIFICANCE
The State CEQA Guidelines indicate that a project would have a significant impact on noise if it would result in:
• Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies;
• Generation of excessive groundborne vibration or groundborne noise levels; or • 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, expose people residing or working in the project area to excessive noise levels. 2 Fresno, City of, 2019. Fresno, California – Code of Ordinances. May 21.
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OVERVIEW OF THE EXISTING NOISE ENVIRONMENT
This section describes the existing noise environment in the vicinity of the project site. Noise monitoring and traffic noise modeling were used to quantify existing noise levels at the project site.
OVERVIEW OF THE EXISTING NOISE ENVIRONMENT
Existing noise levels in the City are primarily generated by transportation noise sources. Vehicular traffic noise is the dominant source in most areas, but industrial activity is also a significant source of environmental noise in the local area surrounding the project area. Aircraft and rail line operations may also be audible at times in the vicinity of the project site.
Existing Traffic Noise
Motor vehicles with their distinctive noise characteristics are a major source of noise in Fresno. The amount of noise varies according to many factors, such as volume of traffic, vehicle mix (percentage of cars and trucks), average traffic speed, and distance from the observer. Major contributing roadway noise sources in the project vicinity include North Avenue, East Avenue, and Central Avenue.
Existing roadway traffic noise levels in the project vicinity were assessed using the Federal Highway Administration (FHWA) highway traffic noise prediction model (FHWA RD-77- 108). This model uses a typical vehicle mix for urban/suburban areas in California and requires parameters, including traffic volumes, vehicle speed, and roadway geometry, to compute typical equivalent noise levels during daytime, evening, and nighttime hours. The resultant noise levels are weighted and summed over 24-hour periods to determine the CNEL values. Existing traffic noise contours along modeled roadway segments are shown in Table J. FWHA modeling was based on existing traffic conditions as documented in the Traffic Impact Analysis RP East Industrial Development (JLB Traffic Engineering, Inc. 2019) and the project’s Trip Generation and Traffic Impact Study Screening Analysis (EPD Solutions, Inc. 2022) (Project Traffic Analysis). These noise levels represent the worst-case scenario, which assumes that no shielding is provided between the traffic and the location where the noise contours are drawn as well as all traffic entering and exiting the site on E. North Avenue. Appendix A provides the specific assumptions used in developing these noise levels and model printouts.
Existing Aircraft Noise
Airport related noise levels are primarily associated with aircraft engine noise made while aircraft are taking off, landing, or running their engines while still on the ground. There are two public airports in the City of Fresno, Fresno-Yosemite International Airport and Fresno Chandler Executive Airport, and one private airport open to public use, Sierra Sky Park. The closest airport to the project site is Fresno Chandler Executive Airport, which is located approximately 3.7 miles northwest of the project site. In addition, Fresno-Yosemite International Airport is located approximately 6.7 miles northeast of the project site and Sierra Sky Park is located approximately 11.5 miles northwest of the project site. Due to the distance of the project site to from these airports, the project site lies beyond the 60 dBA CNEL noise contours of each of these airports. Thus, aircraft activities are not a
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 20 significant noise source at the project site. Impacts associated with aircraft noise are not further discussed within this analysis.
Existing Rail Noise
Railroad activity in Fresno primarily occurs along two rail corridors; however there are also several spur lines. Warning horns generally are signaled within one-quarter mile of a grade crossing, although the area around the Community Regional Medical Center in downtown is designated as a quiet zone. Where grade crossings exist, and warning horns and crossing alarms are signaled, individual single event noise levels associated with a train generally reach 105 dBA to 110 dBA at a distance of 100 feet from the track centerline. Away from grade crossings, train pass-by noise levels are lower, typically 85 dBA to 90 dBA at a distance of 100 feet.3 The nearest rail line is located approximately 1.3 miles east of the project site.
Table J: Existing Traffic Noise Levels Without Project
Roadway Segment ADT
Centerline
to
70 dBA
CNEL (feet)
Centerline
to
65 dBA
CNEL (feet)
Centerline
to
60 dBA
CNEL
(feet)
CNEL (dBA)
50 feet from
Centerline of
Outermost
Lane
North Avenue - between Cherry Avenue
and East Avenue 5,900 < 50 57 115 63.1
Source: JLB Traffic Engineering, Inc. (June 2019)
Note: Traffic noise within 50 feet of the roadway centerline should be evaluated with site-specific information.
ADT = average daily traffic
CNEL = Community Noise Equivalent Level
dBA = A-weighted decibels
Existing Sensitive Receptors
Certain land uses are considered more sensitive to noise than others. Examples of these land uses include residential areas, educational facilities, hospitals, childcare facilities, and senior housing. The project site is primarily surrounded by industrial uses. For the purposes of this analysis, the surrounding noise receptors are the existing DMV office, approximately 120 feet west of the project boundary, and the existing religious use at 3060 S. Cherry Street, approximately 1,100 feet to the west of the project boundary.
3 Fresno, City of, 2014. op. cit.
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PROJECT IMPACTS
SHORT-TERM CONSTRUCTION NOISE IMPACTS
Two types of short-term noise impacts could occur during the construction of the proposed project.
First, construction crew commutes and the transport of construction equipment and materials to the site for the proposed project would incrementally increase noise levels on access roads leading to the site. Although there would be a relatively high single-event noise-exposure potential causing intermittent noise nuisance (passing trucks at 50 ft would generate up to 84 dBA Lmax), the effect on longer-term ambient noise levels would be small when compared to existing daily traffic volumes on E. North Avenue. Because construction-related vehicle trips would not approach existing daily traffic volumes, traffic noise would not increase by 3 dBA CNEL. A noise level increase of less than 3 dBA would not be perceptible to the human ear in an outdoor environment. Therefore, short-term, construction-related impacts associated with worker commute and equipment transport to the project site would be less than significant.
The second type of short-term noise impact is related to noise generated during excavation, grading, and building erection on the project site. Construction is completed in discrete steps, each of which has its own mix of equipment and, consequently, its own noise characteristics. These various sequential phases would change the character of the noise generated on the site and, therefore, the noise levels surrounding the site as construction progresses. Despite the variety in the type and size of construction equipment, similarities in the dominant noise sources and patterns of operation allow construction-related noise ranges to be categorized by work phase. Table K lists typical construction equipment noise levels recommended for noise impact assessments, based on a distance of 50 ft between the equipment and a noise receptor, taken from the FHWA Roadway Construction Noise Model (FHWA 2006).
In addition to the reference maximum noise level, the usage factor provided in Table K is used to calculate the hourly noise level impact for each piece of equipment based on the following equation:
+= − 50 log20.).log(10..)( D
eq FULEequipL
where: Leq (equip) = Leq at a receiver resulting from the operation of a single piece of equipment over a specified time period.
E.L. = noise emission level of the particular piece of equipment at a reference distance of 50 ft.
U.F. = usage factor that accounts for the fraction of time that the equipment is in use over the specified period of time.
D = distance from the receiver to the piece of equipment.
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 22 Table K: Typical Construction Equipment Noise Levels
Equipment Description Acoustical Usage Factor (%)1 Maximum Noise Level (Lmax) at 50 Feet2 Auger Drill Rig 20 84
Backhoes 40 80
Compactor (ground) 20 80
Compressor 40 80
Cranes 16 85
Dozers 40 85
Dump Trucks 40 84
Excavators 40 85
Flat Bed Trucks 40 84
Forklift 20 85
Front-end Loaders 40 80
Graders 40 85
Impact Pile Drivers 20 95
Jackhammers 20 85
Paver 50 77
Pickup Truck 40 55
Pneumatic Tools 50 85
Pumps 50 77
Rock Drills 20 85
Rollers 20 85
Scrapers 40 85
Tractors 40 84
Trencher 50 80
Welder 40 73
Source: FHWA Roadway Construction Noise Model User’s Guide, Table 1 (FHWA 2006).
Note: Noise levels reported in this table are rounded to the nearest whole number. 1 Usage factor is the percentage of time during a construction noise operation that a piece of construction equipment is operating at full power. 2 Maximum noise levels were developed based on Specification 721.560 from the Central Artery/Tunnel program to be consistent with the City of Boston’s Noise Code for the “Big Dig” project.
FHWA = Federal Highway Administration
Lmax = maximum instantaneous sound level
Each piece of construction equipment operates as an individual point source. Using the following equation, a composite noise level can be calculated when multiple sources of noise operate simultaneously:
𝐿𝐿𝐿𝐿𝐿𝐿 (𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐 ) = 10 ∗ log10 ��10
𝐿𝐿𝐿𝐿
10 1
�
Using the equations from the methodology above, the reference information in Table K, and the construction equipment list provided, the composite noise level of each construction phase was calculated. The project construction composite noise levels at a distance of 50 feet would range from 81 dBA Leq to 87 dBA Leq with the highest noise levels occurring during the grading phase.
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 23 Once composite noise levels are calculated, reference noise levels can then be adjusted for distance using the following equation:
𝐿𝐿𝐿𝐿𝐿𝐿 (𝑎𝑎 𝑑𝑑 𝑑𝑑 𝑋𝑋) = 𝐿𝐿𝐿𝐿𝐿𝐿 (𝑎𝑎 50 𝑓𝑓 ) − 20 ∗ lo g10 � 𝑋𝑋
50�
In general, this equation shows that doubling the distance would decrease noise levels by 6 dBA while halving the distance would increase noise levels by 6 dBA.
Table L shows the nearest sensitive uses to the project site, their distance from the center of construction activities, and composite noise levels expected during construction. These noise level projections do not take into account intervening topography or barriers. Construction equipment calculations are provided in Appendix B.
Table L: Potential Construction Noise Impacts at Nearest Receptor Receptor (Location)
Composite Noise Level
(dBA Leq) at 50 feet1
Distance
(feet)
Composite Noise
Level (dBA Leq)
DMV Commercial Office (West) 87 575 66
Religious Use (West) 1,480 58
Source: Compiled by LSA (2022). 1 The composite construction noise level represents the grading phase which is expected to result in the greatest noise level as compared to other phases.
dBA Leq = average A-weighted hourly noise level
While construction noise will vary, it is expected that composite noise levels during construction at the nearest off-site sensitive uses to the north would reach 66 dBA Leq. These predicted noise levels would only occur when all construction equipment is operating simultaneously; and therefore, are assumed to be rather conservative in nature. While construction-related short-term noise levels have the potential to be higher than existing ambient noise levels in the project area under existing conditions, the noise impacts would no longer occur once project construction is completed.
As stated above, noise impacts associated with construction activities are regulated by the City’s noise ordinance. The proposed project will be required to comply with the construction hours specified in the City’s Noise Ordinance, which states that construction activities are allowed between 7:00 a.m. and 10:00 p.m., Monday through Saturday. Construction is not permitted on Sundays.
As it relates to off-site uses, construction-related noise impacts would remain below the 90 dBA Leq and 100 dBA Leq 1-hour construction noise level criteria as established by the FTA for residential and industrial land uses, respectively, for the average daily condition as modeled from the center of the project site and therefore would be considered less than significant.
Best Construction Practices
In addition to compliance with the City’s Municipal Code allowed hours of construction, the following best construction practices would further minimize construction noise impacts:
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 24 • The project construction contractor shall equip all construction equipment, fixed or mobile, with properly operating and maintained noise mufflers consistent with manufacturer’s standards. • The project construction contractor shall place all stationary construction equipment so that emitted noise is directed away from sensitive receptors nearest the project site whenever feasible.
SHORT-TERM CONSTRUCTION VIBRATION IMPACTS
This construction vibration impact analysis discusses the level of human annoyance using vibration levels in VdB and assesses the potential for building damages using vibration levels in PPV (in/sec).
This is because vibration levels calculated in RMS are best for characterizing human response to building vibration, while vibration level in PPV is best for characterizing potential for damage.
Table M shows the PPV and VdB values at 25 ft from the construction vibration source. As shown in Table M, bulldozers and other heavy-tracked construction equipment (expected to be used for this project) generate approximately 0.089 PPV in/sec or 87 VdB of ground-borne vibration when measured at 25 ft, based on the FTA Manual. The distance to the nearest buildings for vibration impact analysis is measured between the nearest off-site buildings and the project construction boundary (assuming the construction equipment would be used at or near the project setback line).
Table M: Vibration Source Amplitudes for Construction Equipment Equipment Reference PPV/LV at 25 ft
PPV (in/sec) LV (VdB)1
Pile Driver (Impact), Typical 0.644 104
Pile Driver (Sonic), Typical 0.170 93
Vibratory Roller 0.210 94
Hoe Ram 0.089 87
Large Bulldozer2 0.089 87
Caisson Drilling 0.089 87
Loaded Trucks2 0.076 86
Jackhammer 0.035 79
Small Bulldozer 0.003 58
Source: Transit Noise and Vibration Impact Assessment Manual (FTA 2018). 1 RMS vibration velocity in decibels (VdB) is 1 µin/sec. 2 Equipment shown in bold is expected to be used on site. µin/sec = microinches per second
ft = foot/feet
FTA = Federal Transit Administration
in/sec = inch/inches per second
LV = velocity in decibels
PPV = peak particle velocity
RMS = root-mean-square
VdB = vibration velocity decibels
The formulae for vibration transmission are provided below and Table N below provides a summary of off-site construction vibration levels.
LvdB (D) = LvdB (25 ft) – 30 Log (D/25)
PPVequip = PPVref x (25/D)1.5
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 25 As shown in Table F, the FTA guidelines indicate that for a non-engineered timber and masonry building, the construction vibration damage criterion is 0.2 in/sec in PPV. Based on the information provide in Table N, vibration levels are expected to approach 0.008 in/sec in PPV at the surrounding structures and would be below the 0.2 PPV in/sec threshold.
Table N: Summary of Construction Vibration Levels
Land Use Direction Equipment
Reference
Vibration
Level (VdB)
at 25 ft
Reference
Vibration
Level (PPV)
at 25 ft
Distance
(ft)1
Maximum
Vibration
Level
(VdB)
Maximum
Vibration
Level
(PPV)
Industrial West Large Bulldozers 87 0.089 120 67 0.008
Source: Compiled by LSA (2022).
1 Distances reflect the closest single-family residence to the construction equipment in each direction. All other homes in a given direction would experience lower vibration levels.
ft = foot/feet
FTA = Federal Transit Administration
in/sec = inch/inches per second
PPV = peak particle velocity
VdB = vibration velocity decibels
As shown in Table E above, the threshold at which vibration levels would result in annoyance would be 84 VdB for commercial and office type uses. Based on the information provided in Table N, vibration levels are expected to approach 67 VdB at the industrial office uses to the west and would not exceed the annoyance thresholds.
Other building structures surrounding the project site are farther away and would experience further reduced vibration. Therefore, no construction vibration impacts would occur. No vibration reduction measures are required.
LONG-TERM OFF-SITE TRAFFIC NOISE IMPACTS
As a result of the implementation of the proposed project, off-site traffic volumes on surrounding roadways have the potential to increase. The proposed project trips generated were obtained from the Project Traffic Analysis. The proposed project would generate 721 daily trips. With this additional traffic trips, the project-related traffic noise increase would be 0.5 dBA. Because the increase is less than 1 dBA, this noise level increase would not be perceptible to the human ear in an outdoor environment. Therefore, no traffic noise impacts from project-related traffic on off-site sensitive receptors would occur. No noise reduction measures are required.
LONG-TERM TRAFFIC-RELATED VIBRATION IMPACTS
The proposed project would not generate vibration levels related to on-site operations. In addition, vibration levels generated from project-related traffic on the adjacent roadways are unusual for onroad vehicles because the rubber tires and suspension systems of on-road vehicles provide vibration isolation. Vibration levels generated from project-related traffic on the adjacent roadways would be less than significant and no mitigation measures are required.
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 26
LONG-TERM OFF-SITE STATIONARY NOISE IMPACTS
Adjacent off-site land uses would be potentially exposed to stationary-source noise impacts from the proposed on-site rooftop equipment, truck deliveries, truck maintenance facility, and loading and unloading activities. The potential noise impacts to off-site sensitive land uses from the proposed activities are discussed below. To provide a conservative analysis, it is assumed that operations would occur equally during all hours of the day and that each loading dock would be always active. To determine the future noise impacts from project operations to the noise sensitive uses, a 3-D noise model, SoundPLAN, was used to incorporate the site topography, and shielding from other buildings. A graphic representation of the operational noise impacts is presented in Appendix C.
Rooftop Mechanical Equipment
The project would have various rooftop mechanical equipment including HVAC and evaporator units on the proposed building. To be conservative, it is assumed the equipment could operate 24 hours per day and would generate sound power levels (SPL) of up to 98.6 dBA SPL, based on data provided by the project engineer.
Air Nozzle, Torque Gun, Vehicle Lift
These pieces of equipment would be located in the truck maintenance area and are used to provide maintenance to vehicles that access the project site. The operations are similar to a typical auto mechanic garage. The sound-power levels for these pieces of equipment are 113.0 dBA SPL, 105.4 dBA SPL, and 92.4 dBA SPL, respectively based on measurements gathered by LSA. To present a conservative assessment, it is assumed that mechanical equipment could operate for more than 30 minutes in a given hour.
Truck Arrivals and Departures
Noise levels generated by delivery trucks arriving and departing the project site would be similar to noise readings taken by LSA (Operational Noise Impact Analysis for Richmond Wholesale Meat Distribution Center [LSA 2016]). Delivery trucks arrive and departing would access the site via E.
North Avenue and approach the loading docks along the western portion of the project site. During this process, noise levels are associated with the truck engine noise, air brakes, and back-up alarms while the truck is backing into the dock which generate a noise level of 76.3 dBA Leq at 20 ft. These noise levels would occur for a shorter period of time (less than 5 minutes). To present a conservative assessment, it is assumed that truck arrivals and departure activities could occur for more than 30 minutes in a given hour.
Truck Loading and Unloading Activities
Noise levels generated by delivery trucks would be similar to noise readings from truck loading and unloading activities, which generate a noise level of 75 dBA Leq at 20 ft based on measurements taken by LSA (Operational Noise Impact Analysis for Richmond Wholesale Meat Distribution Center [LSA 2016]). Delivery trucks would arrive on site and maneuver their trailers so that trailers would be parked at the loading docks. Once at the loading dock, equipment similar to electric forklifts would be used to load and unload product. To present a conservative assessment, it is assumed that
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 27 unloading activities could occur at all docks simultaneously for a period of more than 30 minutes in a given hour.
Table O below shows the combined hourly noise levels generated by project activities at the closest off-site land uses. The project-related noise level impacts would range from 41.7 dBA Leq to 51.8 dBA Leq at the surrounding sensitive receptors. Because the project has the potential to operation 24 hours a day and would be continuous during any given day, these levels would be below the City’s more restrictive nighttime commercial use ambient noise standard of 60 dBA Leq. While the project noise level impact assessment was completed to show compliance with nighttime noise level standards, the commercial uses are likely to be open during daytime and evening hours. Because project noise levels would not exceed the City’s ambient noise standards, the impact would be less than significant and no noise reduction measures are required.
Table O: Commercial Use Exterior Noise Level Impacts
Receptor Direction
Nighttime Ambient
Noise Level Standard
(dBA Leq)
Project Generated
Noise Levels
(dBA Leq)
Potential Operational Noise
Impact?
DMV Office West 60.0 51.8 No
Religious Use West 60.0 41.7 No
Source: Compiled by LSA (2022).
dBA = A-weighted decibels
Leq = equivalent noise level
CONCLUSION
Based on the analysis presented above, although construction noise levels would be higher than existing ambient noise levels; however, construction activities would be required to comply with the City’s Noise Ordinance, which would limit construction activities to daytime hours and would reduce potential construction period noise impacts for the indicated sensitive receptors to less-thansignificant levels. As discussed above, long-term operation of the proposed project would also not create a significant increase in traffic noise or stationary source noise, including noise associated with HVAC equipment, parking lot activities, truck maintenance operations and truck delivery and loading/unloading activities. Results of the construction vibration analysis conclude that during construction of the proposed project, vibration levels at the closest structures from construction equipment would not exceed the FTA threshold. Additionally, once constructed, the proposed project would not contain uses that would generate groundborne vibration. The proposed project would also not result in the exposure of people residing or working in the project area to excessive aircraft-related noise levels.
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P:\ESL2201\NoiseAndVibrationReport_032822.docx «03/28/22» 28
REFERENCES
City of Fresno. 2014. General Plan Noise Element. December.
City of Fresno. 2022. Municipal Code. Section 10-101.
EPD Solutions, Inc. 2022. Reyes Fresno Warehouse Trip Generation and Traffic Impact Study Screening Analysis. February 14.
Federal Highway Administration (FHWA). 2006. Roadway Construction Noise Model User’s Guide.
January. Washington, D.C. Website:
https://www.fhwa.dot.gov/environment/noise/construction_noise/rcnm/rcnm.pdf (accessed March 2022).
Federal Transit Administration (FTA). 2018. Transit Noise and Vibration Impact Assessment Manual.
Office of Planning and Environment. Report No. 0123. September.
Harris, Cyril M., editor. 1991. Handbook of Acoustical Measurements and Noise Control. Third Edition.
JLB Traffic Engineering, Inc., 2019. Traffic Impact Analysis RP East Industrial Development. June 14.
LSA Associates, Inc. (LSA). 2016. Operational Noise Impact Analysis for Richmond Wholesale Meat Distribution Center. May.
United States Environmental Protection Agency (EPA). 1978. Protective Noise Levels, Condensed Version of EPA Levels Document, EPA 550/9-79-100. November.
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APPENDIX A
FHWA NOISE MODEL PRINTOUTS
TABLE Existing Traffic Volumes-01
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 03/27/2022
ROADWAY SEGMENT: North Avenue - between Cherry Avenue and East Avenue NOTES: RCCB Industrial Project - Existing Traffic Volumes ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 5896 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
______________________________________________________________________ * * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.09
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 57.4 114.9 243.2
______________________________________________________________________ TABLE Existing + Project Traffic Volumes-01
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 03/27/2022
ROADWAY SEGMENT: North Avenue - between Cherry Avenue and East Avenue NOTES: RCCB Industrial Project - Existing + Project Traffic Volumes ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 6617 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
______________________________________________________________________ * * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.59
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 61.2 123.7 262.5
______________________________________________________________________
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APPENDIX B
CONSTRUCTION NOISE LEVEL CALCULATIONS
Phase: Site Preparation
Lmax Leq
Dozer 3 82 40 50 0.5 82 83
Front End Loader 4 79 40 50 0.5 79 81
Combined at 50 feet 84 85
Combined at Receptor 575 feet 63 64
Combined at Receptor 1480 feet 54 56
Phase: Grading
Lmax Leq
Excavator 2 81 40 50 0.5 81 80
Grader 1 85 40 50 0.5 85 81
Dozer 1 82 40 50 0.5 82 78
Front End Loader 2 79 40 50 0.5 79 78
Scraper 2 84 40 50 0.5 84 83
Combined at 50 feet 90 87
Combined at Receptor 575 feet 68 66
Combined at Receptor 1480 feet 60 58
Phase:Building Construstion
Lmax Leq
Crane 1 81 16 50 0.5 81 73
Man Lift 3 75 20 50 0.5 75 73
Generator 1 81 50 50 0.5 81 78
Front End Loader 3 79 40 50 0.5 79 80
Welder / Torch 1 74 40 50 0.5 74 70
Combined at 50 feet 86 83
Combined at Receptor 575 feet 65 62
Combined at Receptor 1480 feet 56 54
Phase: Paving
Lmax Leq
Concrete Mixer 1 85 40 50 0.5 85 81
Concrete Pump 1 82 40 50 0.5 82 78
Paver 2 89 10 50 0.5 89 82
Roller 2 80 20 50 0.5 80 76
Combined at 50 feet 91 86
Combined at Receptor 575 feet 70 65
Combined at Receptor 1480 feet 62 56
Phase: Architectural Coating
Lmax Leq
Compressor 1 81 100 50 0.5 81 81
Combined at 50 feet 81 81
Combined at Receptor 445 feet 62 62
Combined at Receptor 1480 feet 52 52
1 - Percentage of time that a piece of equipment is operating at full power. dBA – A-weighted Decibels
Lmax- Maximum Level
Leq- Equivalent Level
Noise Level (dBA)
Sources: RCNM
Equipment Quantity Reference (dBA)
50 ft Lmax
Usage
Factor1
Distance to
Receptor (ft)
Ground
Effects
Noise Level (dBA)
Equipment Quantity Reference (dBA)
50 ft Lmax
Usage
Factor1
Distance to
Receptor (ft)
Ground
Effects
Noise Level (dBA)
Equipment Quantity Reference (dBA)
50 ft Lmax
Usage
Factor1
Distance to
Receptor (ft)
Ground
Effects
Noise Level (dBA)
Equipment Quantity Reference (dBA)
50 ft Lmax
Usage
Factor1
Distance to
Receptor (ft)
Ground
Effects
Noise Level (dBA)
Equipment Quantity Reference (dBA)
50 ft Lmax
Usage
Factor1
Distance to
Receptor (ft)
Ground
Effects
Construction Calculations
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APPENDIX C
SOUNDPLAN NOISE MODEL PRINTOUTS
Fresno Distribution Center Project
Project No. ESL2201
Project Operational Noise Levels
Hourly Noise
Level (dBA Leq)
< 40
< 43
< 46
< 49
< 52
< 55
< 58
< 61
< 64
< 67
< 70 Scale >= 70
0 50 100 200 300 400
feet
Signs and symbols
Point source
Line source
Main building
C:\Users\JStephens\OneDrive - LSA Associates\DESKTOP\SOUNDPLAN\ESL2201- Fresno Distribution Center Project\Ops.sgs - last edit 3/28/2022
PHASE I ENVIRONMENTAL SITE ASSESSMENT
Undeveloped Property
791 & 998 East North Avenue
Fresno, CA 93725
PREPARED FOR:
Robert Greiber
Reyes Holdings, LLC
6250 North River Road
Rosemont, Illinois 60018
Report Date November 23, 2021
Site Visit Date October 21, 2021
PREPARED BY:
Atlas Technical
1117 Lone Palm Ave, Suite 201B
Modesto, CA 95351
PROJECT NUMBER Z054000296
CONTENTS
Project No. Z054000296
Page I ii
SIGNATURE PAGE....................................................................................................................... 1
1.0 EXECUTIVE SUMMARY.........................................................................................................2
1.1 Subject Property and Area Description................................................................................... 2
1.2 Findings, Opinions and Conclusions....................................................................................... 2
1.3 Significant Assumptions.......................................................................................................... 3
1.4 Significant Data Gaps..............................................................................................................3
1.5 Recommendations...................................................................................................................4
2.0 INTRODUCTION..................................................................................................................... 5
2.1 Purpose................................................................................................................................... 5
2.2 Scope of Work......................................................................................................................... 5
2.3 Limitations............................................................................................................................... 5
2.4 Special Terms and Conditions (User Reliance)....................................................................... 7
3.0 USER PROVIDED INFORMATION.........................................................................................8
3.1 Environmental Liens or Activity and Use Limitations (AULs)...................................................8
3.2 Specialized Knowledge or Experience of the User..................................................................8
3.3 Significant Valuation Reduction for Environmental Issues.......................................................8
3.4 Owner, Property Manager, and Occupant Information............................................................ 8
3.5 Reason For Performing ESA................................................................................................... 8
3.6 User Provided Documentation.................................................................................................8
4.0 SITE DESCRIPTION...............................................................................................................9
4.1 Location and Legal Description............................................................................................... 9
4.2 Area Description......................................................................................................................9
4.3 Property Improvements and Use.............................................................................................9
4.4 Current Uses of Adjoining Properties...................................................................................... 9
5.0 RECORDS REVIEW............................................................................................................. 11
5.1 Physical Setting Sources.......................................................................................................11
5.2 Historical Records Sources................................................................................................... 11
5.3 Prior Assessments.................................................................................................................18
5.4 Standard Environmental Records..........................................................................................18
6.0 SITE RECONNAISSANCE................................................................................................... 23
6.1 Methodology and Limiting Conditions....................................................................................23
6.2 Site Reconnaissance Summary............................................................................................ 23
7.0 SUBSURFACE VAPOR MIGRATION....................................................................................25
8.0 INTERVIEWS........................................................................................................................ 27
9.0 ADDITIONAL SERVICES..................................................................................................... 28
9.1 Wetlands Document Review..................................................................................................28
9.2 Flood Plain Document Review...............................................................................................28
9.3 Mold Screen.......................................................................................................................... 28
9.4 Visual Observation of Suspect Asbestos-Containing Material (ACM)................................... 28
9.5 Radon Document Review......................................................................................................28 Project No. Z054000296
Page I iii
9.6 Lead in Drinking Water Data Review.....................................................................................28
10.0 REFERENCES....................................................................................................................29
11.0 TERMS & ACRONYMS.......................................................................................................31
APPENDIX A SITE VICINITY MAP
APPENDIX B SITE PLAN
APPENDIX C SITE PHOTOGRAPHS
APPENDIX D USER PROVIDED DOCUMENTATION
APPENDIX E REGULATORY DATABASE REPORT
APPENDIX F AERIAL PHOTOGRAPHS
APPENDIX G HISTORICAL RESEARCH DOCUMENTATION
APPENDIX H PRIOR ASSESSMENTS
APPENDIX I RESUMES
APPENDIX J SCOPE OF WORK
APPENDIX K LABORATORY REPORTS
APPENDIX L OTHER SUPPORTING DOCUMENTATION
SIGNATURE PAGE
Project Information
Reyes Holdings, LLC 2021
Project No. Z054000296
791 & 998 East North Avenue
Fresno, CA 93725
Reconnaissance Date October 21, 2021
Consultant Information
Atlas Technical
1117 Lone Palm Ave, Suite 201B
Modesto, CA 95351
209-579-2221
Client Information
Reyes Holdings, LLC
6250 North River Road
Rosemont, Illinois 60018
Environmental Professional Statement
We declare that, to the best of our professional knowledge and belief, we meet the definition of environmental professional as defined in § 312.10 part of 40 CFR 312. We have the specific qualifications based on education, training and experience to assess a property of the nature, history and setting of the Subject Property. We have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312.
John Sellman
Staff Geologist
Site Assessor
Jeanne Homsey
Branch Manager
Environmental Professional
Jeanne Homsey
Branch Manager
Senior Reviewer
Project No. Z054000296
1.0 EXECUTIVE SUMMARY
1.1 Subject Property and Area Description
The property for this Phase I Environmental Site Assessment (ESA) is located at the southwest corner of the intersection of East North Avenue and South East Avenue with addresses of 791 and 998 East North Avenue , Fresno, CA 93725 (the "Subject Property") and is unimproved. The surrounding area primarily consists of industrial and governmental buildings.
1.2 Findings, Opinions and Conclusions
ATC Group Services LLC doing business as (dba) Atlas Technical (Atlas) has performed this ESA of the Subject Property in conformance with the scope and limitations of ASTM Standard Practice E1527-13.
Any exceptions to, or deletions from, this practice are described in Section 2.0 of this report. This assessment has revealed no evidence of recognized environmental conditions (RECs) or other notable findings in connection with the Subject Property.
Atlas observed evidence of soil stockpiled from an unknown origin during the site reconnaissance.
FINDINGS, OPINIONS AND CONCLUSIONS SUMMARY
Section Report Section Further
Action?
REC CREC HREC Other Detail #/Description
3.0 User Provided
Information
No
5.2 Historical Records
Sources
No
5.3 Prior Assessments No
5.4.1 Federal, State and
Tribal Database
Findings
No
5.4.2 Local Environmental
Records Sources
No
6.2 Hazardous
Substances
No
6.2 Underground Storage
Tanks
No
6.2 Aboveground Storage
Tanks
No
6.2 Other Petroleum
Products
No
6.2 PCB Containing
Electrical Equipment
No
6.2 Hydraulic Equipment No
6.2 Unidentified Waste
Containers
No
6.2 Nonhazardous Solid
Waste
No
6.2 Wastewater No
6.2 Waste Pits, Ponds
and Lagoons
No
6.2 Drains No
6.2 Sumps/Ejectors No
6.2 Septic Systems No
6.2 Stormwater
Management Systems
No
6.2 Wells No
6.2 Other: No Notable
Finding
A Pacific Gas & Electric
Co. pipeline marker was
noted on the eastern
Project No. Z054000296
Section Report Section Further
Action?
REC CREC HREC Other Detail #/Description
Subject Property
boundary for a gas
transmission pipeline.
The pipeline is oriented
in a north-south
direction.
7.0 Subsurface Vapor
Migration
No
8.0 Interviews No
9.0 Wetlands Document
Review
No
9.0 Flood Plain Document
Review
No
9.0 Mold Screen No
9.0 Visual Observation of
Suspect ACM
No
9.0 Limited Asbestos
Screen (LAS)
No
9.0 Radon Document
Review
No
9.0 Radon Screen No
9.0 Visual Observation of
Suspect Lead-based
Paint (LBP)
No
9.0 Lead-based Paint
(LBP) Screen
No
9.0 Lead in Drinking
Water Data Review
No
9.0 Lead in Drinking
Water Screen
No
9.0 Other Additional
Service
No
1.3 Significant Assumptions
The assumptions made by the Environmental Professional in this report were not considered to have a significant impact on the determination of recognized environmental conditions in connection with the Subject Property.
1.4 Significant Data Gaps
Data gaps may have been encountered during the performance of this ESA and are discussed in applicable sections of the report. According to the ASTM Standard Practice E1527-13, data gaps are only significant if "other information and/or professional experience raise reasonable concerns involving the data gap." No significant data gaps were identified in this report.
SIGNIFICANT DATA GAP SUMMARY
Report Section Description
3.1 Environmental Liens or Activity and Use
Limitations (AULs)
No significant data gap identified.
4.4 Current Uses of Adjoining Properties No significant data gap identified.
5.1 Physical Setting Sources No significant data gap identified.
5.2 Historical Records Sources No significant data gap identified.
5.4 Standard Environmental Records No significant data gap identified.
6.1 Methodology and Limiting Conditions No significant data gap identified.
8.0 Interviews No significant data gap identified.
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1.5 Recommendations
Based on information collected from the Phase I ESA, Atlas Technical offers no recommendations for further assessment at this time.
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2.0 INTRODUCTION
2.1 Purpose
The purpose of this ESA was to identify recognized environmental conditions (RECs), controlled recognized environmental conditions (CRECs) and historical recognized environmental conditions (HRECs) in connection with the Subject Property at the time of the site reconnaissance. This report documents the findings, opinions, and conclusions of the ESA.
2.2 Scope of Work
This ESA was conducted in accordance with the ASTM Standard Practice E1527-13, consistent with a level of care and skill ordinarily practiced by the environmental consulting profession currently providing similar services under similar circumstances. Significant additions, deletions, or exceptions to ASTM Standard Practice E1527-13 are noted below or in the applicable sections of this report. The table below summarizes the scope of this ESA, including additional services for conditions beyond the scope of ASTM Standard Practice E1527-13 if authorized by Client. Additional details may be found in Section
10.0, References and Appendix J, Scope of Work.
ESA SCOPE OF WORK
Phase I ESA
Environmental Liens/AULs Land Title Search
Vapor Encroachment Screen
Supplemental Agency File Review
ESA ADDITIONAL SERVICES
Wetlands Document Review
Flood Plain Document Review
Mold Screen
Visual Observation of Suspect Asbestos-Containing Materials (ACM) Radon Document Review
Visual Observation of Suspect Lead-based Paint (LBP)
Lead in Drinking Water Data Review
2.3 Limitations
Atlas has prepared this ESA report using reasonable efforts to identify RECs, CRECs and HRECs associated with hazardous substances or petroleum products in, on or at the Subject Property. Findings contained within this report are based on information collected from observations made on the day(s) of the site reconnaissance and from reasonably ascertainable information obtained from certain public agencies and other referenced sources.
The ASTM Standard Practice E1527-13 recognizes inherent limitations for ESAs, including, but not limited to:
• Uncertainty Not Eliminated - An ESA cannot completely eliminate uncertainty regarding the potential for RECs in connection with the Subject Property. • Not Exhaustive - An ESA is not an exhaustive investigation of environmental conditions on the Subject Property.
• Past Uses of the Subject Property - ESA requirements only require review of standard historical sources at five year intervals. Therefore, past uses of Subject Property at less than five year intervals may not be discovered.
Users of this report should refer to ASTM Standard Practice E1527-13, Section 10.0 References, Section 11.0 Terminology and Appendix J Scope of Work for further information regarding limitations to the scope of this project.
This report is not definitive and should not be assumed to be a complete and/or specific definition of all conditions above or below grade. Current subsurface conditions may differ from the conditions
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determined by surface observations, interviews and reviews of historical sources. The most reliable method of evaluating subsurface conditions is through intrusive techniques, which are beyond the scope of this report. Information in this report is not intended to be used as a construction document and should not be used for demolition, renovation, or other Subject Property construction purposes. Any use of this report by any party, beyond the scope and intent of the original parties, shall be at the sole risk and expense of such user.
Atlas makes no representation or warranty that the past or current operations at the Subject Property are, or have been, in compliance with all applicable federal, state and local laws, regulations and codes.
This report does not warrant against future operations or conditions, nor does it warrant against operations or conditions present of a type or at a location not investigated. Regardless of the findings stated in this report, Atlas makes no warranty that the Subject Property is free from existing or threatened pollution, and Atlas is not responsible for consequences or conditions arising from facts not fully disclosed to Atlas during the assessment.
An independent data research company provided the government agency database referenced in this report. Information on surrounding area properties was requested for approximate minimum search distances and is assumed to be correct and complete unless obviously contradicted by Atlas's observations or other credible referenced sources reviewed during the assessment. Atlas shall not be liable for any such database firm's failure to make relevant files or documents properly available, to properly index files, or otherwise to fail to maintain or produce accurate or complete records.
Atlas makes no warranty, guarantee or certification regarding the quality, accuracy or reliability of any prior report provided to Atlas and discussed in this ESA report. Atlas expressly disclaims any and all liability for any errors or omissions contained in any prior reports provided to Atlas and discussed in this ESA report.
Atlas used reasonable efforts to identify evidence of aboveground and underground storage tanks and ancillary equipment on the Subject Property during the assessment. "Reasonable efforts" were limited to observation of accessible areas, review of referenced public records and interviews. These reasonable efforts may not identify subsurface equipment or evidence hidden from view by things including, but not limited to, snow cover, paving, construction activities, stored materials and landscaping.
Any estimates of costs or quantities in this report are approximations for commercial real estate transaction due diligence purposes and are based on the findings, opinions and conclusions of this assessment, which are limited by the scope of the assessment, contractual agreement(s) with client, schedule demands, cost constraints, accessibility limitations and other factors associated with performing the ESA. Subsequent determinations of costs or quantities may vary from the estimates in this report. The estimated costs or quantities in this report are not intended to be used for financial disclosure related to the Financial Accounting Standards Board (FASB) Statement No. 143, FASB Interpretation No. 47, Sarbanes/Oxley Act or any United States Securities and Exchange Commission reporting obligations, and may not be used for such purposes in any form without the express written permission of Atlas.
Atlas is not a professional title insurance or land surveyor firm and makes no guarantee, express or implied, that any land title records acquired or reviewed in this report, or any physical descriptions or depictions of the Subject Property in this report, represent a comprehensive definition or precise delineation of Subject Property ownership or boundaries.
The "Environmental Professional Statement" in this report does not "certify" the findings contained in this report and is not a legal opinion of such Environmental Professional. The statement is intended to document Atlas's opinion that an individual meeting the qualifications of an Environmental Professional was involved in the performance of the assessment and that the activities performed by, or under the supervision of, the Environmental Professional were performed in conformance with the standards and practices set forth in 40 CFR Part 312 per the methodology in ASTM Standard Practice E1527-13 and the scope of work for this assessment.
Per ASTM Standard Practice E1527-13, Section 6, User Responsibilities, the User of this assessment has specific obligations for performing tasks during this assessment that will help identify the possibility of RECs in connection with the Subject Property. Failure by the User to fully comply with the
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requirements may impact their ability to use this report to help qualify for Landowner Liability Protections (LLPs) under Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA).
Atlas makes no representations or warranties regarding a User's qualification for protection under any federal, state or local laws, rules or regulations.
In accordance with the ASTM Standard Practice E1527-13, this report is presumed to be valid for a six-month period after the date of the site reconnaissance. If the report is older than 180 days, the following information must be updated in order for the report to be valid: (1) regulatory review, (2) site visit, (3) interviews, (4) specialized knowledge and (5) environmental liens search. Reports older than one year may not meet the ASTM Standard Practice E1527-13 and therefore, the entire report must be updated to reflect current conditions and Subject Property-specific information.
2.4 Special Terms and Conditions (User Reliance)
This report is for the use and benefit of, and may be relied upon by, Reyes Holdings, LLC, and any of its affiliates and their respective successors and assigns, in connection with a commercial real estate transaction involving the Subject Property. No third party is authorized to use this report for any purpose.
Any use by or distribution of this report to third parties, without the express written consent of Atlas, is at the sole risk and expense of such third party.
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3.0 USER PROVIDED INFORMATION
The following section summarizes information and documentation provided by Reyes Holdings, LLC (User) with regard to User Responsibilities outlined in ASTM Standard Practice E1527-13.
Documentation may be found in Appendix D or as referenced elsewhere in this report.
3.1 Environmental Liens or Activity and Use Limitations (AULs) The User provided no information regarding the existence of Subject Property environmental liens or AULs. Atlas contracted Environmental Data Resources (EDR) to perform an environmental lien search of land title records for the Subject Property (APNs 329-090-16 and 329-090-17). According to the report, no environmental liens or AULs were identified for the Subject Property. A copy of the report is included in Appendix G.
3.2 Specialized Knowledge or Experience of the User
The User provided no information based on specialized knowledge or experience regarding RECs associated with the Subject Property.
3.3 Significant Valuation Reduction for Environmental Issues The User provided no information regarding a significant valuation reduction for environmental conditions associated with the Subject Property.
3.4 Owner, Property Manager, and Occupant Information
The Subject Property is located at the southwest corner of the intersection of East North Avenue and South East Avenue with addresses of 791 and 998 East North Avenue , Fresno, CA. Site access was coordinated through the property representative, Nick Audino.
3.5 Reason For Performing ESA
The User provided no specific information regarding the reason for performing this ESA. Per ASTM E1527-13, it was assumed that the reason was to assist the User with potentially qualifying for Landowner Liability Protections to CERCLA liability.
3.6 User Provided Documentation
The User provided no prior assessments or other documentation associated with environmental conditions in connection with the Subject Property.
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4.0 SITE DESCRIPTION
4.1 Location and Legal Description
The Subject Property addresses are 791 and 998 East North Avenue, Fresno, Fresno County, California 93725. According to information obtained from Fresno County Assessor's Office, the Subject Property is comprised of two parcels of land identified as Property Identification Number(s), 329-090-16 and 329-090-17. A Site Vicinity Map is located in Appendix A. A Site Plan is located in Appendix B. Site Photographs are provided in Appendix C.
4.2 Area Description
The Subject Property is located in an area generally characterized by industrial and governmental agency use. Surface topography across the Subject Property is generally flat with a slight slope towards the northwest. The specific adjacent property uses are discussed in Section 4.4.
4.3 Property Improvements and Use
The Subject Property consists of approximately 14.8 acres of land characterized by vacant, undeveloped land. A Site Plan is present in Appendix B.
The following provides a general description of Subject Property use.
SUBJECT PROPERTY IMPROVEMENTS
Improvement Description
Size of Subject Property
(approximate)
14.8 Acres
General Subject Property Use Undeveloped
Public Roads East North Avenue is adjacent to the north and South East Avenue is adjacent to the east.
Paved or Concrete Areas
(including parking)
None
Unimproved Areas Entire Subject Property is unimproved.
Landscaped Areas None
Surface Water None
Potable Water Source City of Fresno provides service to the area.
Sanitary Sewer Utility/Septic City of Fresno provides service to the area.
Storm Sewer Utility City of Fresno provides service to the area.
Electrical Utility Pacific Gas & Electric Co.
Natural Gas Utility Pacific Gas & Electric Co.
Number of
Buildings/Description
None
Current Occupancy Status Vacant
Unoccupied Buildings/
Structures
N/A
Type of Use Vacant, undeveloped land.
4.4 Current Uses of Adjoining Properties
The following summarizes current uses of the adjoining properties, including environmental conditions, features, or operations that were observed or suspected to be present.
Occupant(s) Name
and Current Use
Address Direction From
Subject
Property
Potential Environmental Conditions,
Features or Operations
Toro
Central Valley Trailer
Repair
2945 S. Angus Ave.
2974 S. East Ave.
North None
FedEx Ground 3151 S. East Ave. South None
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Occupant(s) Name
and Current Use
Address Direction From
Subject
Property
Potential Environmental Conditions,
Features or Operations
Kraft Foods
Distribution Center
1055 E. North Ave. East None
California
Department of Motor
Vehicles
735 E. North Ave. West None
Husky Equipment
Inc.
1038 E. North Ave. Northeast None
Based on a curbside reconnaissance of the surrounding area and documented regulatory status, the adjoining properties are not expected to pose an environmental concern or REC to the Subject Property.
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5.0 RECORDS REVIEW
5.1 Physical Setting Sources
5.1.1 Topography
Based on the United States Geological Survey (USGS) 7.5-Minute Series Topographic Map, Fresno South, California Quadrangle, dated 1963, photorevised 1981, the Subject Property is located 279 feet above mean sea level (MSL). The Subject Property is relatively flat with a slight slope to the northwest and the surrounding area gently slopes toward the west. A copy of the topographic map is included in Appendix A.
5.1.2 Geology
The geology of the Fresno area in the vicinity of the property is depicted on the USGS Geologic Map of California, Fresno Sheet, dated 1965. The area is underlain by Great Valley fan deposits of Recent age.
More specific site geology would require a subsurface soil evaluation to verify actual soil types and conditions. Such an evaluation was beyond the scope of this assessment.
5.1.3 Soils
According to soils data compiled by EDR from digitized United States Department of Agriculture (USDA) maps and resources, the Subject Property is underlain by Hesperia sandy loam and fine sandy loam.
Hesperia soils are characterized by moderate infiltration rates, are deep and moderately deep, moderately well and well drained soils with moderately coarse textures. Hesperia soils do not meet the criteria of a hydric soil. A typical profile of Hesperia soils includes zero to 42 inches below ground surface (bgs) of fine sandy loam, and 42 to 59 inches bgs of silt.
Atlas did observed stockpiled soil as discussed in Section 6.2. Atlas did not observe any other evidence of imported fill soils on the Subject Property during the site reconnaissance or during review of historical sources completed during the course of this assessment.
5.1.4 Hydrology
No past groundwater investigations have been identified for the Subject Property; thus, no site-specific groundwater information was available. However, regional groundwater flow direction is generally influenced by major hydrogeologic features such as a river or lake. Surface and/or bedrock topography may also influence regional groundwater flow direction. The available hydrogeologic information indicates that the presumed local groundwater flow direction is to the west. It should be noted that local geologic features may cause local groundwater flow direction to differ from the regional flow direction.
Local hydraulic gradient at the Subject Property was interpreted based on a review of the Fresno South, California USGS Topographic Map. Therefore, in assessing potential external environmental impact, properties located directly east (presumed upgradient) of the Subject Property are of primary concern.
Estimated groundwater levels and/or flow directions may vary due to seasonal fluctuations in precipitation, local usage demands, geology, underground structures, or dewatering operations, and can be more accurately determined through the installation of groundwater monitoring wells.
5.2 Historical Records Sources
Atlas’s findings pertaining to Subject Property and surrounding area historical uses are presented in the following summary. Notable findings from historical sources are discussed below the table.
Interval gaps (greater than five years) were encountered during the research of historical use information for the Subject Property and surrounding area. However, based on the review of available historical sources, these data gaps did not have an impact on the REC determinations of this assessment and are not significant data gaps.
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