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Appendices The Platinum Triangle Subsequent EIR The Planning Center Appendix H: Noise Modeling Output ---PAGE BREAK--- Appendices The Platinum Triangle Subsequent EIR The Planning Center This page intentionally left blank. ---PAGE BREAK--- Platinum Triangle Master Land Use Plan d 24-hour Traffic Volume Distance to CNEL from Roadway Centerline e e Future Future Existing Future With Project Change p Without With 50.0 60 65 70 50.0 60 65 70 From Roadway Segment S Existing Project Project Feet CNEL CNEL CNEL Feet CNEL CNEL CNEL Existing w/o 57 20 4,000 4.8 0 0 0 57.1 32 15 7 57.1 Orangewood Avenue w/o 57 30 28,000 34,000 69.2 206 96 44 70.1 235 109 51 0.8 w/o 5 30 26,000 31,000 68.9 196 91 42 69.7 221 102 48 0.8 Connector St. w/o 20 2,000 4.8 0 0 0 54.1 20 9 4 54.1 w/o State College 20 6,000 4.8 0 0 0 58.8 42 19 9 58.8 Gene Autry Way w/o State College 30 5,000 10,000 61.7 65 30 14 64.8 104 48 22 3.0 w/o Market Street 30 16,000 4.8 0 0 0 66.8 142 66 31 66.8 Sportstown 20 10,000 4.8 0 0 0 61.1 59 27 13 61.1 Katella Avenue w/o 57 30 46,000 56,000 71.4 287 133 62 72.2 327 152 71 0.9 w/o Howell 30 35,000 54,000 70.2 239 111 52 72.1 320 148 69 1.9 w/o State College 30 32,000 62,000 69.8 225 105 49 72.7 350 163 75 2.9 w/o Lewis St. 30 32,000 67,000 69.8 225 105 49 73.0 369 171 79 3.2 Sportstown 20 3,000 4.8 0 0 0 55.8 26 12 6 55.8 North/South Streets (east) n/o 20 6,000 4.8 0 0 0 58.8 42 19 9 58.8 n/o Orangewood Ave. 20 4,000 4.8 0 0 0 57.1 32 15 7 57.1 State College Blvd. n/o 5 Fwy 30 25,000 49,000 68.7 191 89 41 71.7 300 139 65 2.9 n/o Connector St. 30 30,000 57,000 69.5 216 100 47 72.3 331 154 71 2.8 Archestone (west) n/o 20 6,000 4.8 0 0 0 58.8 42 19 9 58.8 n/o Orangewood Ave. 20 7,000 4.8 0 0 0 59.5 46 22 10 59.5 Sportstown (north) n/o Sportstown 20 10,000 4.8 0 0 0 61.1 59 27 13 61.1 Market Street n/o Connector St. 20 2,000 4.8 0 0 0 54.1 20 9 4 54.1 n/o Gene Autry 20 4,000 4.8 0 0 0 57.1 32 15 7 57.1 ---PAGE BREAK--- #REF! Noise Level (CNEL or Ldn) at Distance from Roadway Centerline Noise Level (CNEL or Ldn) at Distance from Roadway Centerline Existing Traffic Volumes Future Future Existing No Proj Plus Proj Change Change Equiv Autos Light Trucks Heavy Trucks 50 50 50 50 50 50 50 50 50 From due to 1-hour 24-hr Equiv 24-hr Equiv 24-hr Equiv feet feet feet feet feet feet feet feet feet Existing Project volume volume 1-hr* volume 1-hr* volume 1-hr* 4.8 4.8 4.8 4.8 4.8 4.8 57.1 57.1 57.1 +52.3 +52.3 0 0 0 0 0 0 0 69.2 69.2 69.2 4.8 4.8 4.8 70.1 70.1 70.1 +0.8 +65.3 2,595 27,163 2,517 683 63 151 14 68.9 68.9 68.9 4.8 4.8 4.8 69.7 69.7 69.7 +0.8 +64.9 2,409 25,223 2,337 634 59 140 13 4.8 4.8 4.8 4.8 4.8 4.8 54.1 54.1 54.1 +49.3 +49.3 0 0 0 0 0 0 0 4.8 4.8 4.8 4.8 4.8 4.8 58.8 58.8 58.8 +54.1 +54.1 0 0 0 0 0 0 0 61.7 61.7 61.7 4.8 4.8 4.8 64.8 64.8 64.8 +3.0 +60.0 463 4,851 449 122 11 27 3 4.8 4.8 4.8 4.8 4.8 4.8 66.8 66.8 66.8 +62.0 +62.0 0 0 0 0 0 0 0 4.8 4.8 4.8 4.8 4.8 4.8 61.1 61.1 61.1 +56.3 +56.3 0 0 0 0 0 0 0 71.4 71.4 71.4 4.8 4.8 4.8 72.2 72.2 72.2 +0.9 +67.5 4,263 44,625 4,135 1,122 104 248 23 70.2 70.2 70.2 4.8 4.8 4.8 72.1 72.1 72.1 +1.9 +67.3 3,243 33,954 3,146 854 79 189 18 69.8 69.8 69.8 4.8 4.8 4.8 72.7 72.7 72.7 +2.9 +67.9 2,965 31,043 2,877 781 72 173 16 69.8 69.8 69.8 4.8 4.8 4.8 73.0 73.0 73.0 +3.2 +68.2 2,965 31,043 2,877 781 72 173 16 4.8 4.8 4.8 4.8 4.8 4.8 55.8 55.8 55.8 +51.1 +51.1 0 0 0 0 0 0 0 4.8 4.8 4.8 4.8 4.8 4.8 58.8 58.8 58.8 +54.1 +54.1 0 0 0 0 0 0 0 4.8 4.8 4.8 4.8 4.8 4.8 57.1 57.1 57.1 +52.3 +52.3 0 0 0 0 0 0 0 68.7 68.7 68.7 4.8 4.8 4.8 71.7 71.7 71.7 +2.9 +66.9 2,317 24,253 2,247 610 57 135 13 69.5 69.5 69.5 4.8 4.8 4.8 72.3 72.3 72.3 +2.8 +67.5 2,780 29,103 2,697 732 68 162 15 4.8 4.8 4.8 4.8 4.8 4.8 58.8 58.8 58.8 +54.1 +54.1 0 0 0 0 0 0 0 4.8 4.8 4.8 4.8 4.8 4.8 59.5 59.5 59.5 +54.7 +54.7 0 0 0 0 0 0 0 4.8 4.8 4.8 4.8 4.8 4.8 61.1 61.1 61.1 +56.3 +56.3 0 0 0 0 0 0 0 4.8 4.8 4.8 4.8 4.8 4.8 54.1 54.1 54.1 +49.3 +49.3 0 0 0 0 0 0 0 4.8 4.8 4.8 4.8 4.8 4.8 57.1 57.1 57.1 +52.3 +52.3 0 0 0 0 0 0 0 ---PAGE BREAK--- Noise Calculations for Existing Conditions Future Without Project Traffic Volumes Total All Equiv Autos Light Trucks Heavy Trucks Vehicles Autos Lt trucks: Hvy trucks: Speed 1-hour 24-hr Equiv 24-hr Equiv 24-hr Equiv 50 50 50 Ref 50 50 50 Ref 50 50 50 Ref 50 50 50 km/hr volume volume 1-hr* volume 1-hr* volume 1-hr* 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 69.2 69.2 69.2 66.5 67.2 67.2 67.2 61.0 61.7 61.7 61.7 61.6 62.3 62.3 62.3 48.3 0 0 0 0 0 0 0 68.9 68.9 68.9 66.1 66.8 66.8 66.8 60.7 61.4 61.4 61.4 61.3 62.0 62.0 62.0 48.3 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 61.7 61.7 61.7 59.0 59.7 59.7 59.7 53.6 54.2 54.2 54.2 54.1 54.8 54.8 54.8 48.3 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.3 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 71.4 71.4 71.4 68.6 69.3 69.3 69.3 63.2 63.9 63.9 63.9 63.8 64.5 64.5 64.5 48.3 0 0 0 0 0 0 0 70.2 70.2 70.2 67.4 68.1 68.1 68.1 62.0 62.7 62.7 62.7 62.6 63.3 63.3 63.3 48.3 0 0 0 0 0 0 0 69.8 69.8 69.8 67.0 67.7 67.7 67.7 61.6 62.3 62.3 62.3 62.2 62.9 62.9 62.9 48.3 0 0 0 0 0 0 0 69.8 69.8 69.8 67.0 67.7 67.7 67.7 61.6 62.3 62.3 62.3 62.2 62.9 62.9 62.9 48.3 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 68.7 68.7 68.7 66.0 66.7 66.7 66.7 60.6 61.2 61.2 61.2 61.1 61.8 61.8 61.8 48.3 0 0 0 0 0 0 0 69.5 69.5 69.5 66.8 67.5 67.5 67.5 61.3 62.0 62.0 62.0 61.9 62.6 62.6 62.6 48.3 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 32.2 0 0 0 0 0 0 0 ---PAGE BREAK--- #REF! Noise Calculations for Future Without Project Conditions Future With Project Traffic Volumes Total All Equiv Autos Light Trucks Heavy Trucks Vehicles Autos Lt trucks: Hvy trucks: 1-hour 24-hr Equiv 24-hr Equiv 24-hr Equiv 50 50 50 Ref 50 50 50 Ref 50 50 50 Ref 50 50 50 volume volume 1-hr* volume 1-hr* volume 1-hr* 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 3,880 #REF! 98 #REF! 22 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 32,983 #REF! 830 #REF! 184 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 30,073 #REF! 756 #REF! 167 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 1,940 #REF! 49 #REF! 11 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 5,821 #REF! 146 #REF! 32 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 9,701 #REF! 244 #REF! 54 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 15,522 #REF! 390 #REF! 86 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 9,701 #REF! 244 #REF! 54 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 54,326 #REF! 1,366 #REF! 302 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 52,385 #REF! 1,318 #REF! 292 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 60,146 #REF! 1,513 #REF! 335 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 64,997 #REF! 1,635 #REF! 362 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 2,910 #REF! 73 #REF! 16 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 5,821 #REF! 146 #REF! 32 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 3,880 #REF! 98 #REF! 22 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 47,535 #REF! 1,196 #REF! 265 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 55,296 #REF! 1,391 #REF! 308 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 5,821 #REF! 146 #REF! 32 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 6,791 #REF! 171 #REF! 38 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 9,701 #REF! 244 #REF! 54 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 1,940 #REF! 49 #REF! 11 #REF! 4.8 4.8 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #REF! 3,880 #REF! 98 #REF! 22 #REF! ---PAGE BREAK--- Noise Calculations for Future With Project Conditions Total All Vehicles Autos Lt trucks: Hvy trucks: 50 50 50 Ref 50 50 50 Ref 50 50 50 Ref 50 50 50