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City of Santa Ana <br />Table 3 -20 Reaction of People and Damage to Buildings at Various Continuous <br />Contents <br />The Academy Charter High School June 2012 <br />Initial Study /Mitigated Negative Declaration iv ICF 00914.11 <br />31 B -45 <br />VibrationLevels................................................................................... ...........................3 -79 <br />Table 3 -21 <br />Project Traffic Generation Forecast .................................................... ...........................3 <br />-92 <br />Table 3 -22 <br />Existing Peak Hour Intersection Capacity Analysis ............................. ...........................3 <br />-93 <br />Table 3 -23 <br />Existing Plus Project (Phases I and 11) — Peak Hour Intersection Capacity <br />Analysis............................................................................................... ...........................3 <br />-95 <br />Table 3 -24 <br />Existing Plus Project (Phases I and 11) — Peak Hour Traffic Signal Warrant <br />Results............................................................................................. ............................... <br />3 -96 <br />I <br />Table 3 -25 <br />Neighborhood Daily Volume Change .................................................. ...........................3 <br />-97 <br />Table 3 -26 <br />Neighborhood Peak Hour Volume Change ......................................... ...........................3 <br />i <br />-97 <br />Table 3 -27 <br />Project Parking Requirements per Parking Needs Assessment .......... ...........................3 <br />-98 <br />Table 3 -28 <br />Historic and Projected Water Demand from the Project Site ....... ..............................3 <br />i <br />-104 <br />Table 3 -29 <br />City of Santa Ana Projected Water Supply and Demand (AFY) ..... ..............................3 <br />-107 <br />Table 3 -30 <br />Existing Landfill Conditions ............................................................ ..............................3 <br />-108 <br />Table 3 -31 <br />Estimated Solid Waste Generation ................................................ ..............................3 <br />-109 <br />Table 3 -32 <br />Cumulative Projects List ................................................................. ..............................3 <br />-111 I <br />Table 3 -33 <br />Cumulative Traffic Noise ................................................................ ..............................3 <br />-115 <br />Table 3 -34 <br />Cumulative Projects Traffic Generation Forecast .......................... ..............................3 <br />-120 <br />Table 3 -35 <br />Year 2013 Peak Hour Intersection Capacity Analysis ............... ..3 <br />-120 <br />Table 3 -36 <br />Year 2019 Peak Hour Intersection Capacity Analysis ..................... ..............................3 <br />-121 <br />Table 3 -37 <br />Year 2035 Peak Hour Intersection Capacity Analysis ....... ............................... ......3 <br />-122 <br />The Academy Charter High School June 2012 <br />Initial Study /Mitigated Negative Declaration iv ICF 00914.11 <br />31 B -45 <br />