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3 -20 <br />Existing Peak Hour Intersection Capacity Analysis .......................................... <br />...........................3 -84 <br />3 -21 <br />Existing Plus Project— Peak Hour Intersection Capacity Analysis ........................................ <br />....... 3 -8S <br />3 -22 <br />Historic and Projected Water Demand from Religious Facility Uses ............... <br />...........................3 -91 <br />3 -23 <br />Historic and Projected Wastewater Generation for Church Building .............. <br />...........................3 -92 <br />3 -24 <br />City of Santa Ana Projected Water Supply and Demand (AFY) ....................... <br />...........................3 -94 <br />3 -25 <br />Existing Landfill Conditions ............................................... ............................... <br />...........................3 -95 <br />3.26 <br />Cumulative Projects List ................................................................................... <br />...........................3 -98 <br />3 -27 <br />Cumulative Traffic Noise ............................................................................. <br />..............................3 -102 <br />3 -28 <br />Cumulative Projects Traffic Generation Forecast ....................................... <br />..............................3 -105 <br />3 -29 <br />Year 2014 Peak Hour Intersection Capacity Analysis .................................. <br />..............................3 -105 <br />3 -30 <br />Year 2035 Peak Hour Intersection Capacity Analysis ................................. ............................... <br />3 -106 <br />The Bat Nha Buddhist Meditation Center June 2013 <br />Initial Study /Mitigated Negative Declaration iv ICF 00215.12 <br />31 C -32 <br />