*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 534
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: AREA5 ***
INCLUDING SOURCE(S): PAREA5 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
474435.90 3752348.36 1.16001 (13100807) 474935.90
3752348.36 1.21322 (13100807)
475435.90 3752348.36 1.26687 (13100807) 475935.90
3752348.36 1.32176 (13100807)
476435.90 3752348.36 1.37730 (13100807) 476935.90
3752348.36 1.43384 (13100807)
477435.90 3752348.36 1.49167 (13100807) 477935.90
3752348.36 1.55094 (13100807)
478435.90 3752348.36 1.61187 (13100807) 478935.90
3752348.36 1.67441 (13100807)
2175
479435.90 3752348.36 1.73766 (13100807) 479935.90
3752348.36 1.80408 (13100807)
480435.90 3752348.36 1.87376 (13100807) 480935.90
3752348.36 1.94647 (13100807)
481435.90 3752348.36 2.02381 (13100807) 481935.90
3752348.36 2.10990 (13100807)
482435.90 3752348.36 2.19850 (13100807) 482935.90
3752348.36 2.29605 (13100807)
483435.90 3752348.36 2.40624 (13100807) 483935.90
3752348.36 2.55262 (13101207)
484435.90 3752348.36 2.72668 (13101207) 484935.90
3752348.36 2.94484 (13101207)
485435.90 3752348.36 3.25901 (13101207) 485935.90
3752348.36 3.65505 (13101207)
486435.90 3752348.36 4.54884 (13032107) 486935.90
3752348.36 8.56147 (13052606)
487435.90 3752348.36 7.27818 (12070806) 487935.90
3752348.36 7.50739 (12070806)
488435.90 3752348.36 5.98389 (13051106) 488935.90
3752348.36 4.22486 (13051106)
489435.90 3752348.36 7.44023 (12070806) 489935.90
3752348.36 8.36276 (13051106)
490435.90 3752348.36 8.57445 (12060406) 490935.90
3752348.36 9.12367 (12060406)
491435.90 3752348.36 6.21642 (12060406) 491935.90
3752348.36 5.09580 (12060406)
492435.90 3752348.36 4.19916 (12060406) 492935.90
3752348.36 3.44000 (12042406)
493435.90 3752348.36 3.33849 (12042406) 471435.90
3752848.36 0.89806 (12052706)
471935.90 3752848.36 0.92371 (12052706) 472435.90
3752848.36 0.94998 (12052706)
472935.90 3752848.36 0.97686 (12052706) 473435.90
3752848.36 1.00597 (12052706)
473935.90 3752848.36 1.03831 (12052706) 474435.90
3752848.36 1.07239 (12052706)
474935.90 3752848.36 1.10833 (12052706) 475435.90
3752848.36 1.14606 (12052706)
475935.90 3752848.36 1.21103 (13100807) 476435.90
3752848.36 1.28418 (13100807)
476935.90 3752848.36 1.36073 (13100807) 477435.90
3752848.36 1.44047 (13100807)
477935.90 3752848.36 1.52429 (13100807) 478435.90
3752848.36 1.61166 (13100807)
478935.90 3752848.36 1.70235 (13100807) 479435.90
3752848.36 1.79668 (13100807)
479935.90 3752848.36 1.89748 (13100807) 480435.90
3752848.36 2.00692 (13100807)
480935.90 3752848.36 2.12860 (13100807) 481435.90
3752848.36 2.24963 (13100807)
2176
481935.90 3752848.36 2.39115 (13100807) 482435.90
3752848.36 2.54578 (13100807)
482935.90 3752848.36 2.71439 (13100807) 483435.90
3752848.36 2.91011 (13100807)
483935.90 3752848.36 3.15526 (13100807) 484435.90
3752848.36 3.45713 (13100807)
484935.90 3752848.36 3.81993 (13100807) 485435.90
3752848.36 4.21939 (13100807)
485935.90 3752848.36 4.73962 (13100807) 486435.90
3752848.36 6.45050 (13100807)
486935.90 3752848.36 7.90929 (13100807) 487435.90
3752848.36 7.45253 (13100807)
487935.90 3752848.36 7.10187 (13051106) 488435.90
3752848.36 7.53344 (13051106)
488935.90 3752848.36 8.04573 (12060406) 489435.90
3752848.36 8.51823 (12060406)
489935.90 3752848.36 8.94653 (12060406) 490435.90
3752848.36 9.31021 (12060406)
490935.90 3752848.36 6.75318 (12060406) 491435.90
3752848.36 4.86048 (12071405)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 535
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: AREA5 ***
INCLUDING SOURCE(S): PAREA5 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
491935.90 3752848.36 4.01871 (12071405) 492435.90
3752848.36 3.49174 (12071405)
492935.90 3752848.36 3.09839 (12071405) 493435.90
3752848.36 3.01347 (12081301)
471435.90 3753348.36 0.97196 (12052706) 471935.90
3753348.36 1.00322 (12052706)
472435.90 3753348.36 1.03591 (12052706) 472935.90
3753348.36 1.07014 (12052706)
2177
473435.90 3753348.36 1.10920 (12052706) 473935.90
3753348.36 1.14976 (12052706)
474435.90 3753348.36 1.19236 (12052706) 474935.90
3753348.36 1.23885 (12052706)
475435.90 3753348.36 1.28688 (12052706) 475935.90
3753348.36 1.33883 (12052706)
476435.90 3753348.36 1.39398 (12052706) 476935.90
3753348.36 1.45299 (12052706)
477435.90 3753348.36 1.51649 (12052706) 477935.90
3753348.36 1.58523 (12052706)
478435.90 3753348.36 1.66022 (12052706) 478935.90
3753348.36 1.74112 (12052706)
479435.90 3753348.36 1.82924 (12052706) 479935.90
3753348.36 1.92812 (12052706)
480435.90 3753348.36 2.04082 (12052706) 480935.90
3753348.36 2.16853 (12052706)
481435.90 3753348.36 2.30648 (12052706) 481935.90
3753348.36 2.46958 (12052706)
482435.90 3753348.36 2.65816 (12052706) 482935.90
3753348.36 2.90673 (12061606)
483435.90 3753348.36 3.19449 (12061606) 483935.90
3753348.36 3.57244 (12061606)
484435.90 3753348.36 4.06718 (12061606) 484935.90
3753348.36 4.71418 (12061606)
485435.90 3753348.36 5.55954 (12061606) 485935.90
3753348.36 8.73851 (12061606)
486435.90 3753348.36 8.35285 (12061606) 486935.90
3753348.36 7.91748 (12061606)
487435.90 3753348.36 7.39021 (12061606) 487935.90
3753348.36 7.14174 (12060406)
488435.90 3753348.36 7.66842 (12060406) 488935.90
3753348.36 8.16109 (12060406)
489435.90 3753348.36 8.63136 (12060406) 489935.90
3753348.36 8.98471 (12060406)
490435.90 3753348.36 5.46380 (13090301) 490935.90
3753348.36 4.53326 (13090301)
491435.90 3753348.36 3.84511 (13090301) 491935.90
3753348.36 3.39607 (13090301)
492435.90 3753348.36 3.04975 (13090301) 492935.90
3753348.36 2.94748 (13090301)
493435.90 3753348.36 2.65948 (13090301) 471435.90
3753848.36 0.97013 (12061606)
471935.90 3753848.36 1.00545 (12061606) 472435.90
3753848.36 1.04517 (12061606)
472935.90 3753848.36 1.08631 (12061606) 473435.90
3753848.36 1.12911 (12061606)
473935.90 3753848.36 1.17527 (12061606) 474435.90
3753848.36 1.22337 (12061606)
474935.90 3753848.36 1.27756 (12061606) 475435.90
3753848.36 1.33420 (12061606)
2178
475935.90 3753848.36 1.39389 (12061606) 476435.90
3753848.36 1.45830 (12061606)
476935.90 3753848.36 1.52719 (12061606) 477435.90
3753848.36 1.60109 (12061606)
477935.90 3753848.36 1.68083 (12061606) 478435.90
3753848.36 1.76763 (12061606)
478935.90 3753848.36 1.86194 (12061606) 479435.90
3753848.36 1.96428 (12061606)
479935.90 3753848.36 2.07812 (12061606) 480435.90
3753848.36 2.20615 (12061606)
480935.90 3753848.36 2.34992 (12061606) 481435.90
3753848.36 2.51140 (12061606)
481935.90 3753848.36 2.69318 (12061606) 482435.90
3753848.36 2.90263 (12061606)
482935.90 3753848.36 3.15488 (12061606) 483435.90
3753848.36 3.47113 (12061606)
483935.90 3753848.36 3.85302 (12061606) 484435.90
3753848.36 4.39888 (15071106)
484935.90 3753848.36 5.34891 (15071106) 485435.90
3753848.36 7.08551 (15071106)
485935.90 3753848.36 8.53591 (15071106) 486435.90
3753848.36 8.15600 (15071106)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 536
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: AREA5 ***
INCLUDING SOURCE(S): PAREA5 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
486935.90 3753848.36 8.14300 (13071806) 487435.90
3753848.36 8.04713 (13071806)
487935.90 3753848.36 7.71888 (13071806) 488435.90
3753848.36 7.68554 (12060406)
488935.90 3753848.36 8.07073 (12060406) 489435.90
3753848.36 5.88932 (12090724)
2179
489935.90 3753848.36 4.54540 (14092223) 490435.90
3753848.36 3.93832 (14092223)
490935.90 3753848.36 3.45706 (12072104) 491435.90
3753848.36 3.16639 (12072104)
491935.90 3753848.36 2.84863 (13081506) 492435.90
3753848.36 2.62776 (12072104)
492935.90 3753848.36 2.45312 (12072104) 493435.90
3753848.36 2.26406 (12072104)
471435.90 3754348.36 1.00937 (12061606) 471935.90
3754348.36 1.04242 (12061606)
472435.90 3754348.36 1.07721 (12061606) 472935.90
3754348.36 1.11419 (12061606)
473435.90 3754348.36 1.15359 (12061606) 473935.90
3754348.36 1.19383 (12061606)
474435.90 3754348.36 1.23760 (12061606) 474935.90
3754348.36 1.28398 (12061606)
475435.90 3754348.36 1.33328 (12061606) 475935.90
3754348.36 1.38471 (12061606)
476435.90 3754348.36 1.43970 (12061606) 476935.90
3754348.36 1.49780 (12061606)
477435.90 3754348.36 1.56012 (12061606) 477935.90
3754348.36 1.62603 (12061606)
478435.90 3754348.36 1.69794 (12061606) 478935.90
3754348.36 1.77535 (12061606)
479435.90 3754348.36 1.85978 (12061606) 479935.90
3754348.36 1.95400 (12061606)
480435.90 3754348.36 2.06016 (12081306) 480935.90
3754348.36 2.20144 (12081306)
481435.90 3754348.36 2.35297 (12081306) 481935.90
3754348.36 2.59877 (15071106)
482435.90 3754348.36 2.91447 (15071106) 482935.90
3754348.36 3.25596 (15071106)
483435.90 3754348.36 3.78061 (15071106) 483935.90
3754348.36 4.04159 (15071106)
484435.90 3754348.36 4.53190 (15071106) 484935.90
3754348.36 5.34129 (12052206)
485435.90 3754348.36 7.25040 (13071806) 485935.90
3754348.36 9.23304 (13071806)
486435.90 3754348.36 9.10308 (13071806) 486935.90
3754348.36 8.76240 (13071806)
487435.90 3754348.36 8.69940 (13062606) 487935.90
3754348.36 8.34520 (13062606)
488435.90 3754348.36 7.23491 (12070706) 488935.90
3754348.36 5.02501 (14092223)
489435.90 3754348.36 4.10539 (12071206) 489935.90
3754348.36 3.61371 (12071206)
490435.90 3754348.36 3.24533 (12071206) 490935.90
3754348.36 2.88003 (14092223)
491435.90 3754348.36 2.70240 (14092223) 491935.90
3754348.36 2.31764 (14092223)
2180
492435.90 3754348.36 2.22651 (14092223) 492935.90
3754348.36 2.04838 (14092223)
493435.90 3754348.36 2.00555 (14092223) 471435.90
3754848.36 0.91153 (12061606)
471935.90 3754848.36 0.93440 (12061606) 472435.90
3754848.36 0.95837 (12061606)
472935.90 3754848.36 0.98357 (12061606) 473435.90
3754848.36 1.02302 (12081306)
473935.90 3754848.36 1.07327 (12081306) 474435.90
3754848.36 1.12570 (12081306)
474935.90 3754848.36 1.17955 (12081306) 475435.90
3754848.36 1.23795 (12081306)
475935.90 3754848.36 1.29564 (12081306) 476435.90
3754848.36 1.35590 (12081306)
476935.90 3754848.36 1.41792 (12081306) 477435.90
3754848.36 1.48181 (12081306)
477935.90 3754848.36 1.54652 (12081306) 478435.90
3754848.36 1.61416 (12081306)
478935.90 3754848.36 1.70235 (15071106) 479435.90
3754848.36 1.87265 (15071106)
479935.90 3754848.36 2.04997 (15071106) 480435.90
3754848.36 2.23104 (15071106)
480935.90 3754848.36 2.41231 (15071106) 481435.90
3754848.36 2.59005 (15071106)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 537
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: AREA5 ***
INCLUDING SOURCE(S): PAREA5 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
481935.90 3754848.36 2.76956 (15071106) 482435.90
3754848.36 2.95212 (15071106)
482935.90 3754848.36 3.18164 (12052206) 483435.90
3754848.36 3.58290 (12052206)
2181
483935.90 3754848.36 4.00991 (12052206) 484435.90
3754848.36 4.56873 (13071806)
484935.90 3754848.36 5.68946 (13071806) 485435.90
3754848.36 7.90414 (13071806)
485935.90 3754848.36 9.68454 (13062606) 486435.90
3754848.36 9.72444 (13062606)
486935.90 3754848.36 9.56796 (13062606) 487435.90
3754848.36 8.72981 (13062606)
487935.90 3754848.36 7.75802 (12070706) 488435.90
3754848.36 6.97824 (12070706)
488935.90 3754848.36 4.47366 (12071206) 489435.90
3754848.36 3.58794 (12071206)
489935.90 3754848.36 3.11076 (12071206) 490435.90
3754848.36 2.82741 (12071206)
490935.90 3754848.36 2.29466 (15071803) 491435.90
3754848.36 2.43261 (12071206)
491935.90 3754848.36 2.16043 (12071206) 492435.90
3754848.36 1.69794 (15071803)
492935.90 3754848.36 1.68506 (15071803) 493435.90
3754848.36 1.73692 (15071803)
471435.90 3755348.36 0.91325 (12081306) 471935.90
3755348.36 0.94441 (12081306)
472435.90 3755348.36 0.97682 (12081306) 472935.90
3755348.36 1.00931 (12081306)
473435.90 3755348.36 1.04378 (12081306) 473935.90
3755348.36 1.07800 (12081306)
474435.90 3755348.36 1.11155 (12081306) 474935.90
3755348.36 1.15813 (12100224)
475435.90 3755348.36 1.21221 (12100224) 475935.90
3755348.36 1.26564 (12100224)
476435.90 3755348.36 1.34997 (15071106) 476935.90
3755348.36 1.46079 (15071106)
477435.90 3755348.36 1.57333 (15071106) 477935.90
3755348.36 1.68476 (15071106)
478435.90 3755348.36 1.79420 (15071106) 478935.90
3755348.36 1.90194 (15071106)
479435.90 3755348.36 2.00322 (15071106) 479935.90
3755348.36 2.09855 (15071106)
480435.90 3755348.36 2.18380 (15071106) 480935.90
3755348.36 2.25976 (15071106)
481435.90 3755348.36 2.51918 (12052206) 481935.90
3755348.36 2.76692 (12052206)
482435.90 3755348.36 2.99288 (12052206) 482935.90
3755348.36 3.20086 (12052206)
483435.90 3755348.36 3.62199 (13071806) 483935.90
3755348.36 4.18768 (13071806)
484435.90 3755348.36 4.76497 (13071806) 484935.90
3755348.36 5.37123 (13062606)
485435.90 3755348.36 5.79715 (13062606) 485935.90
3755348.36 5.67757 (13062606)
2182
486435.90 3755348.36 5.29645 (13062606) 486935.90
3755348.36 5.98618 (12062906)
487435.90 3755348.36 8.89704 (12072006) 487935.90
3755348.36 6.36219 (12070706)
488435.90 3755348.36 5.36319 (12070706) 488935.90
3755348.36 3.86428 (12071206)
489435.90 3755348.36 2.51738 (15071104) 489935.90
3755348.36 2.97160 (12071206)
490435.90 3755348.36 2.59322 (12071206) 490935.90
3755348.36 2.05813 (15071803)
491435.90 3755348.36 1.78667 (15071803) 491935.90
3755348.36 2.01979 (12071206)
492435.90 3755348.36 1.62114 (15071803) 492935.90
3755348.36 1.47430 (15071803)
493435.90 3755348.36 1.54356 (15071803) 471435.90
3755848.36 0.88821 (12100224)
471935.90 3755848.36 0.91991 (12100224) 472435.90
3755848.36 0.95116 (12100224)
472935.90 3755848.36 0.98625 (12090401) 473435.90
3755848.36 1.03094 (15071106)
473935.90 3755848.36 1.10982 (15071106) 474435.90
3755848.36 1.18847 (15071106)
474935.90 3755848.36 1.26656 (15071106) 475435.90
3755848.36 1.34254 (15071106)
475935.90 3755848.36 1.41522 (15071106) 476435.90
3755848.36 1.48381 (15071106)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 538
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: AREA5 ***
INCLUDING SOURCE(S): PAREA5 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
476935.90 3755848.36 1.54689 (15071106) 477435.90
3755848.36 1.60205 (15071106)
2183
477935.90 3755848.36 1.64820 (15071106) 478435.90
3755848.36 1.68471 (15071106)
478935.90 3755848.36 1.73792 (13090804) 479435.90
3755848.36 1.89669 (12052206)
479935.90 3755848.36 2.08437 (12052206) 480435.90
3755848.36 2.24901 (12052206)
480935.90 3755848.36 2.42603 (12052206) 481435.90
3755848.36 2.57913 (12052206)
481935.90 3755848.36 2.91987 (12072806) 482435.90
3755848.36 3.02574 (13071806)
482935.90 3755848.36 3.35526 (13071806) 483435.90
3755848.36 3.77682 (13071806)
483935.90 3755848.36 3.82203 (13062606) 484435.90
3755848.36 4.40149 (13062606)
484935.90 3755848.36 4.45181 (13062606) 485435.90
3755848.36 4.16604 (13062606)
485935.90 3755848.36 4.04105 (12062906) 486435.90
3755848.36 4.21428 (12062906)
486935.90 3755848.36 4.56488 (12090505) 487435.90
3755848.36 4.30815 (12072006)
487935.90 3755848.36 3.94671 (12072006) 488435.90
3755848.36 3.92291 (12070706)
488935.90 3755848.36 2.98703 (12070706) 489435.90
3755848.36 2.46006 (12061203)
489935.90 3755848.36 2.52419 (12071206) 490435.90
3755848.36 2.27947 (12071206)
490935.90 3755848.36 2.16964 (12071206) 491435.90
3755848.36 1.51557 (15071803)
491935.90 3755848.36 1.79788 (15071803) 492435.90
3755848.36 1.52887 (15071803)
492935.90 3755848.36 1.35027 (15071803) 493435.90
3755848.36 1.32805 (15071803)
471435.90 3756348.36 0.93585 (15071106) 471935.90
3756348.36 0.98793 (15071106)
472435.90 3756348.36 1.04098 (15071106) 472935.90
3756348.36 1.09798 (15071106)
473435.90 3756348.36 1.15116 (15071106) 473935.90
3756348.36 1.20138 (15071106)
474435.90 3756348.36 1.24610 (15071106) 474935.90
3756348.36 1.28296 (15071106)
475435.90 3756348.36 1.31257 (15071106) 475935.90
3756348.36 1.33253 (15071106)
476435.90 3756348.36 1.34283 (15071106) 476935.90
3756348.36 1.40403 (13090804)
477435.90 3756348.36 1.47932 (12052206) 477935.90
3756348.36 1.62892 (12052206)
478435.90 3756348.36 1.76456 (12052206) 478935.90
3756348.36 1.87905 (12052206)
479435.90 3756348.36 1.96364 (12052206) 479935.90
3756348.36 2.23961 (12033007)
2184
480435.90 3756348.36 2.42565 (12092001) 480935.90
3756348.36 2.59069 (12072806)
481435.90 3756348.36 2.90929 (13071806) 481935.90
3756348.36 3.22481 (13071806)
482435.90 3756348.36 3.30122 (13071806) 482935.90
3756348.36 3.14631 (13090305)
483435.90 3756348.36 3.52164 (13062606) 483935.90
3756348.36 3.77703 (13062606)
484435.90 3756348.36 3.74833 (13062606) 484935.90
3756348.36 3.46498 (13062606)
485435.90 3756348.36 3.53137 (12062906) 485935.90
3756348.36 3.59896 (12062906)
486435.90 3756348.36 3.63178 (12090505) 486935.90
3756348.36 3.37072 (13090703)
487435.90 3756348.36 3.20953 (12072006) 487935.90
3756348.36 2.82822 (12072006)
488435.90 3756348.36 2.34654 (12070706) 488935.90
3756348.36 2.50069 (12070706)
489435.90 3756348.36 2.11320 (12070706) 489935.90
3756348.36 1.94099 (12061203)
490435.90 3756348.36 2.01342 (12061203) 490935.90
3756348.36 1.56036 (15071104)
491435.90 3756348.36 1.70895 (15071104) 491935.90
3756348.36 1.46487 (15071104)
492435.90 3756348.36 1.10658 (15071803) 492935.90
3756348.36 1.14444 (15071803)
493435.90 3756348.36 1.21265 (15071803) 471435.90
3756848.36 0.99431 (15071106)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 539
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: AREA5 ***
INCLUDING SOURCE(S): PAREA5 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2185
471935.90 3756848.36 1.02148 (15071106) 472435.90
3756848.36 1.04954 (15071106)
472935.90 3756848.36 1.07186 (15071106) 473435.90
3756848.36 1.08796 (15071106)
473935.90 3756848.36 1.09651 (15071106) 474435.90
3756848.36 1.49227 (12062503)
474935.90 3756848.36 1.56687 (12062503) 475435.90
3756848.36 1.51003 (13090602)
475935.90 3756848.36 1.31189 (12052206) 476435.90
3756848.36 1.42365 (12052206)
476935.90 3756848.36 1.52130 (12052206) 477435.90
3756848.36 1.59973 (12052206)
477935.90 3756848.36 1.65403 (12052206) 478435.90
3756848.36 1.67700 (12052206)
478935.90 3756848.36 1.74728 (12033007) 479435.90
3756848.36 2.18738 (12072806)
479935.90 3756848.36 2.44934 (12072806) 480435.90
3756848.36 2.63246 (13071806)
480935.90 3756848.36 2.84484 (13071806) 481435.90
3756848.36 2.79857 (13071806)
481935.90 3756848.36 2.69966 (12100302) 482435.90
3756848.36 2.72251 (13062606)
482935.90 3756848.36 3.12555 (13062606) 483435.90
3756848.36 3.30818 (13062606)
483935.90 3756848.36 3.16311 (13062606) 484435.90
3756848.36 2.99420 (12062906)
484935.90 3756848.36 3.10696 (12062906) 485435.90
3756848.36 3.04830 (13080806)
485935.90 3756848.36 3.08755 (12090505) 486435.90
3756848.36 2.89979 (13090703)
486935.90 3756848.36 2.77177 (13101223) 487435.90
3756848.36 2.71384 (12072006)
487935.90 3756848.36 1.98066 (12080706) 488435.90
3756848.36 2.04950 (12070706)
488935.90 3756848.36 1.81047 (12070706) 489435.90
3756848.36 1.69605 (12070706)
489935.90 3756848.36 1.73887 (12113008) 490435.90
3756848.36 1.86362 (12071006)
490935.90 3756848.36 1.62911 (12061203) 491435.90
3756848.36 1.50031 (12061203)
491935.90 3756848.36 1.20141 (15071104) 492435.90
3756848.36 1.21657 (15071104)
492935.90 3756848.36 1.14824 (15071104) 493435.90
3756848.36 1.28859 (12053006)
471435.90 3757348.36 0.90641 (15071106) 471935.90
3757348.36 0.91978 (12042906)
472435.90 3757348.36 0.95156 (12042906) 472935.90
3757348.36 0.98974 (13090804)
473435.90 3757348.36 1.32441 (13090804) 473935.90
3757348.36 1.45316 (12090803)
2186
474435.90 3757348.36 1.32277 (12090803) 474935.90
3757348.36 1.48179 (12052206)
475435.90 3757348.36 1.64475 (12052206) 475935.90
3757348.36 1.38666 (12052206)
476435.90 3757348.36 1.41918 (12052206) 476935.90
3757348.36 1.43586 (12033007)
477435.90 3757348.36 1.49248 (12033007) 477935.90
3757348.36 1.53455 (12072806)
478435.90 3757348.36 1.73494 (12072806) 478935.90
3757348.36 2.17376 (12072806)
479435.90 3757348.36 2.40945 (13071806) 479935.90
3757348.36 2.52564 (13071806)
480435.90 3757348.36 2.44463 (13071806) 480935.90
3757348.36 2.39258 (12100302)
481435.90 3757348.36 2.15637 (12051601) 481935.90
3757348.36 2.31790 (13062606)
482435.90 3757348.36 2.68930 (13062606) 482935.90
3757348.36 2.89081 (13062606)
483435.90 3757348.36 2.64256 (13062606) 483935.90
3757348.36 2.67712 (12062906)
484435.90 3757348.36 2.76436 (12062906) 484935.90
3757348.36 2.64047 (13080806)
485435.90 3757348.36 2.60798 (12092824) 485935.90
3757348.36 2.53029 (12091703)
486435.90 3757348.36 2.29196 (12100702) 486935.90
3757348.36 2.04643 (13062106)
487435.90 3757348.36 2.09486 (12072006) 487935.90
3757348.36 1.52780 (12080706)
488435.90 3757348.36 1.61310 (13042702) 488935.90
3757348.36 1.47885 (12070706)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 540
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: AREA5 ***
INCLUDING SOURCE(S): PAREA5 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
2187
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
489435.90 3757348.36 1.45702 (12070706) 489935.90
3757348.36 1.32062 (12070706)
490435.90 3757348.36 1.34407 (12113008) 490935.90
3757348.36 1.22845 (13062803)
491435.90 3757348.36 1.12824 (12061203) 491935.90
3757348.36 1.37475 (12061203)
492435.90 3757348.36 1.23374 (12061203) 492935.90
3757348.36 1.22594 (15071104)
493435.90 3757348.36 1.28719 (15071104) 471435.90
3757848.36 0.86908 (13090804)
471935.90 3757848.36 0.91219 (13090602) 472435.90
3757848.36 0.97571 (12052206)
472935.90 3757848.36 1.42028 (12052206) 473435.90
3757848.36 1.24057 (12052206)
473935.90 3757848.36 1.10471 (12052903) 474435.90
3757848.36 1.10314 (13092205)
474935.90 3757848.36 1.40625 (13092205) 475435.90
3757848.36 1.64876 (12033007)
475935.90 3757848.36 1.29769 (12033007) 476435.90
3757848.36 1.31560 (12033007)
476935.90 3757848.36 1.39559 (12072806) 477435.90
3757848.36 1.51091 (13071806)
477935.90 3757848.36 1.65338 (13071806) 478435.90
3757848.36 2.08210 (13071806)
478935.90 3757848.36 2.26607 (13071806) 479435.90
3757848.36 2.13566 (13071806)
479935.90 3757848.36 2.02311 (12100302) 480435.90
3757848.36 1.73500 (12051601)
480935.90 3757848.36 1.92256 (13062606) 481435.90
3757848.36 2.03940 (13062606)
481935.90 3757848.36 2.26906 (13062606) 482435.90
3757848.36 2.18995 (13062606)
482935.90 3757848.36 2.33071 (12062906) 483435.90
3757848.36 2.33383 (12062906)
483935.90 3757848.36 2.38456 (12062906) 484435.90
3757848.36 2.31871 (13080806)
484935.90 3757848.36 2.31508 (12092824) 485435.90
3757848.36 2.23205 (15082524)
485935.90 3757848.36 1.90425 (12101320) 486435.90
3757848.36 1.87003 (13062106)
486935.90 3757848.36 1.42972 (12072006) 487435.90
3757848.36 1.46962 (12072006)
487935.90 3757848.36 1.53453 (12080706) 488435.90
3757848.36 1.33493 (13042702)
488935.90 3757848.36 1.47106 (12070706) 489435.90
3757848.36 1.83521 (12070706)
489935.90 3757848.36 1.34447 (12070706) 490435.90
3757848.36 1.70004 (12113008)
2188
490935.90 3757848.36 1.53739 (12113008) 491435.90
3757848.36 1.15477 (13062803)
491935.90 3757848.36 1.49466 (12071006) 492435.90
3757848.36 1.24261 (12061203)
492935.90 3757848.36 1.34925 (12061203) 493435.90
3757848.36 1.35993 (12092723)
471435.90 3758348.36 0.94312 (12052206) 471935.90
3758348.36 1.00312 (12052206)
472435.90 3758348.36 1.46430 (12052206) 472935.90
3758348.36 1.05088 (13092205)
473435.90 3758348.36 1.03710 (13092205) 473935.90
3758348.36 0.97612 (13092205)
474435.90 3758348.36 1.38398 (13082305) 474935.90
3758348.36 1.58124 (16102923)
475435.90 3758348.36 1.43005 (13062905) 475935.90
3758348.36 1.26979 (12072806)
476435.90 3758348.36 1.38606 (13071806) 476935.90
3758348.36 1.49608 (13071806)
477435.90 3758348.36 1.68323 (13071806) 477935.90
3758348.36 1.86712 (13071806)
478435.90 3758348.36 1.90791 (12090706) 478935.90
3758348.36 2.01347 (12100302)
479435.90 3758348.36 1.73946 (14012623) 479935.90
3758348.36 1.53931 (13062606)
480435.90 3758348.36 1.54128 (13062606) 480935.90
3758348.36 1.88883 (13062606)
481435.90 3758348.36 2.08327 (13062606) 481935.90
3758348.36 1.96462 (13062606)
482435.90 3758348.36 1.92755 (12062906) 482935.90
3758348.36 1.97787 (12062906)
483435.90 3758348.36 1.86201 (12062906) 483935.90
3758348.36 1.83865 (13080806)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 541
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: AREA5 ***
INCLUDING SOURCE(S): PAREA5 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
2189
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
484435.90 3758348.36 2.08124 (12092824) 484935.90
3758348.36 2.07830 (15082524)
485435.90 3758348.36 1.78129 (12101320) 485935.90
3758348.36 1.42783 (13091904)
486435.90 3758348.36 1.44040 (12082005) 486935.90
3758348.36 1.28553 (12072006)
487435.90 3758348.36 1.58273 (12072006) 487935.90
3758348.36 1.63944 (12080706)
488435.90 3758348.36 1.48746 (13042702) 488935.90
3758348.36 1.24953 (13042702)
489435.90 3758348.36 1.76505 (12081203) 489935.90
3758348.36 1.58533 (12070706)
490435.90 3758348.36 1.74932 (12070706) 490935.90
3758348.36 1.61631 (12113008)
491435.90 3758348.36 1.43220 (12113008) 491935.90
3758348.36 1.55859 (12032907)
492435.90 3758348.36 1.26381 (12071006) 492935.90
3758348.36 1.39023 (12071006)
493435.90 3758348.36 1.35863 (12061203) 471435.90
3758848.36 0.94199 (12052206)
471935.90 3758848.36 1.31482 (14012220) 472435.90
3758848.36 1.20206 (13082305)
472935.90 3758848.36 1.14071 (13082305) 473435.90
3758848.36 1.02841 (12092001)
473935.90 3758848.36 1.11144 (12072806) 474435.90
3758848.36 1.50713 (12072806)
474935.90 3758848.36 1.49887 (12072806) 475435.90
3758848.36 1.27620 (13071806)
475935.90 3758848.36 1.35989 (13071806) 476435.90
3758848.36 1.40811 (13071806)
476935.90 3758848.36 1.41227 (13071806) 477435.90
3758848.36 1.52656 (13090305)
477935.90 3758848.36 1.81589 (13090305) 478435.90
3758848.36 1.86751 (12092106)
478935.90 3758848.36 1.86841 (12051601) 479435.90
3758848.36 1.78897 (13062606)
479935.90 3758848.36 1.41777 (13062606) 480435.90
3758848.36 1.49370 (13062606)
480935.90 3758848.36 1.76953 (13062606) 481435.90
3758848.36 1.67762 (12062906)
481935.90 3758848.36 1.81097 (12062906) 482435.90
3758848.36 1.68810 (12062906)
482935.90 3758848.36 1.47809 (13080806) 483435.90
3758848.36 1.41277 (13080806)
483935.90 3758848.36 1.78356 (12092824) 484435.90
3758848.36 1.85448 (15082524)
2190
484935.90 3758848.36 1.48681 (12091703) 485435.90
3758848.36 1.73890 (12100702)
485935.90 3758848.36 1.75170 (13062106) 486435.90
3758848.36 1.55333 (12120421)
486935.90 3758848.36 1.66432 (12072006) 487435.90
3758848.36 1.66257 (12072006)
487935.90 3758848.36 1.88370 (12080706) 488435.90
3758848.36 1.43339 (13042702)
488935.90 3758848.36 1.54306 (13042702) 489435.90
3758848.36 1.71830 (12081203)
489935.90 3758848.36 1.57372 (12070706) 490435.90
3758848.36 1.86581 (12070706)
490935.90 3758848.36 1.62303 (12113008) 491435.90
3758848.36 1.60318 (12113008)
491935.90 3758848.36 1.57044 (12032907) 492435.90
3758848.36 1.52900 (12032907)
492935.90 3758848.36 1.48963 (12071006) 493435.90
3758848.36 1.33714 (12071006)
471435.90 3759348.36 0.88666 (12033007) 471935.90
3759348.36 0.92575 (12033007)
472435.90 3759348.36 1.31360 (12092001) 472935.90
3759348.36 1.25670 (12072806)
473435.90 3759348.36 1.23375 (12072806) 473935.90
3759348.36 1.32837 (12072806)
474435.90 3759348.36 1.52410 (13071806) 474935.90
3759348.36 1.56620 (13071806)
475435.90 3759348.36 1.27364 (13071806) 475935.90
3759348.36 1.26743 (13071806)
476435.90 3759348.36 1.29836 (13090305) 476935.90
3759348.36 1.34864 (13090305)
477435.90 3759348.36 1.72138 (12092106) 477935.90
3759348.36 1.74652 (14061701)
478435.90 3759348.36 1.81607 (13062606) 478935.90
3759348.36 1.97024 (13062606)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 542
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: AREA5 ***
INCLUDING SOURCE(S): PAREA5 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
2191
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
479435.90 3759348.36 1.64536 (13062606) 479935.90
3759348.36 1.59392 (13062606)
480435.90 3759348.36 1.46052 (13062606) 480935.90
3759348.36 1.41323 (12062906)
481435.90 3759348.36 1.53108 (12062906) 481935.90
3759348.36 1.52077 (12062906)
482435.90 3759348.36 1.21370 (13080806) 482935.90
3759348.36 1.19903 (12092824)
483435.90 3759348.36 1.37730 (12092824) 483935.90
3759348.36 1.67846 (12090505)
484435.90 3759348.36 1.47083 (12091703) 484935.90
3759348.36 1.69216 (13090703)
485435.90 3759348.36 1.73297 (13062106) 485935.90
3759348.36 1.67290 (12082005)
486435.90 3759348.36 1.77836 (13092401) 486935.90
3759348.36 1.74541 (12072006)
487435.90 3759348.36 1.86428 (12072006) 487935.90
3759348.36 1.78132 (12080706)
488435.90 3759348.36 1.78222 (14081406) 488935.90
3759348.36 1.62431 (13042702)
489435.90 3759348.36 1.69791 (13040501) 489935.90
3759348.36 1.70823 (12081203)
490435.90 3759348.36 1.79176 (12070706) 490935.90
3759348.36 1.75872 (12070706)
491435.90 3759348.36 1.63899 (12113008) 491935.90
3759348.36 1.58218 (12113008)
492435.90 3759348.36 1.45875 (12032907) 492935.90
3759348.36 1.38060 (12032907)
493435.90 3759348.36 1.27983 (12071006)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 543
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
2192
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
489636.52 3750663.39 3.03196 (13080706) 482657.46
3753974.82 5.13590 (13081702)
472352.89 3754968.78 7.83619 (16050106) 483227.20
3749036.00 5.04995 (13051124)
481642.72 3748753.82 5.19478 (14081101) 474896.58
3754162.61 10.01044 (12082822)
475082.10 3755042.68 12.32817 (12113005) 478656.81
3744519.89 6.50905 (14030524)
473044.93 3759920.55 6.11088 (12062906) 486793.83
3756877.95 5.56271 (12092101)
478997.82 3753535.19 12.37729 (12070506) 479595.62
3760440.94 8.01109 (12071801)
477070.48 3753219.13 13.22630 (15091302) 477873.03
3753614.99 13.83501 (13091205)
479218.38 3747688.87 16.15715 (12060406) 480389.93
3748688.78 6.61501 (12032907)
482344.96 3752065.80 4.26511 (13062703) 478978.31
3755233.11 25.19541 (13051106)
477064.27 3754823.85 28.96451 (14081702) 477758.55
3755025.66 38.35516 (14030524)
480293.71 3752410.71 7.12925 (12070806) 476249.73
3754927.94 21.69843 (12070906)
479491.59 3752406.57 8.06529 (12070506) 480287.90
3754227.41 10.54495 (13051106)
480298.98 3751198.03 5.33533 (12070506) 479494.93
3750805.60 5.40015 (13080406)
481494.96 3754633.65 8.94150 (12081606) 476264.71
3753221.64 13.26480 (12081104)
481108.47 3750699.02 4.65048 (12070806) 481148.71
3756136.18 15.45278 (13090704)
479598.69 3756506.29 27.10766 (14092223) 478306.84
3755946.48 61.45637 (12060406)
479197.34 3754462.35 15.23775 (12081803) 476658.82
3756569.83 41.53534 (13071806)
476651.18 3755956.59 47.17426 (13100807) 477864.44
2193
3757073.35 53.08208 (13070224)
478659.33 3757112.29 45.53805 (12101207) 476679.93
3757384.52 26.43921 (15092724)
476636.62 3758603.00 18.61436 (16062202) 478091.78
3758557.93 21.98061 (14081406)
473888.26 3754354.36 9.15403 (12072006) 478375.07
3749087.37 9.67734 (13080706)
477875.23 3750600.51 9.46572 (12072006) 477877.43
3752208.54 14.81005 (12060406)
494398.72 3753981.27 4.96838 (15092424) 473660.40
3756523.22 8.69333 (12081306)
474381.47 3750045.72 7.86649 (13032107) 478676.77
3752206.67 9.66021 (13072206)
485422.76 3747677.43 2.98460 (16081501) 471435.90
3745848.36 4.32150 (13032107)
471935.90 3745848.36 3.80275 (13032107) 472435.90
3745848.36 3.82258 (13082602)
472935.90 3745848.36 4.37753 (14081702) 473435.90
3745848.36 4.72085 (12091805)
473935.90 3745848.36 5.43388 (13052606) 474435.90
3745848.36 5.82407 (12030522)
474935.90 3745848.36 5.23241 (13082105) 475435.90
3745848.36 5.89918 (13012608)
475935.90 3745848.36 6.34755 (15081302) 476435.90
3745848.36 12.55523 (12083101)
476935.90 3745848.36 7.00137 (12083101) 477435.90
3745848.36 7.00830 (12080606)
477935.90 3745848.36 9.58754 (12081105) 478435.90
3745848.36 9.69584 (12032822)
478935.90 3745848.36 9.27125 (13080406) 479435.90
3745848.36 9.44802 (12070806)
479935.90 3745848.36 9.91306 (12070806) 480435.90
3745848.36 8.70897 (13080706)
480935.90 3745848.36 6.55916 (15091823) 481435.90
3745848.36 5.47453 (13051106)
481935.90 3745848.36 4.46479 (13051106) 482435.90
3745848.36 4.71269 (15081223)
482935.90 3745848.36 4.31150 (12060406) 483435.90
3745848.36 4.12714 (12060406)
483935.90 3745848.36 3.88323 (12060406) 484435.90
3745848.36 3.59453 (12060406)
484935.90 3745848.36 3.29992 (14080406) 485435.90
3745848.36 3.16487 (12060406)
485935.90 3745848.36 2.70857 (12062903) 486435.90
3745848.36 3.07806 (13082823)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
2194
PAGE 544
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
486935.90 3745848.36 2.39721 (13090106) 487435.90
3745848.36 1.79481 (15091401)
487935.90 3745848.36 1.69146 (15091401) 488435.90
3745848.36 1.61317 (13072206)
488935.90 3745848.36 1.56450 (13072206) 489435.90
3745848.36 1.51193 (13072206)
489935.90 3745848.36 1.47152 (13080406) 490435.90
3745848.36 1.47299 (12032807)
490935.90 3745848.36 1.44029 (12070506) 491435.90
3745848.36 1.46911 (12070506)
491935.90 3745848.36 1.43572 (12070806) 492435.90
3745848.36 1.55428 (12070806)
492935.90 3745848.36 1.56690 (12070806) 493435.90
3745848.36 1.51655 (12070806)
471435.90 3746348.36 4.39588 (13032107) 471935.90
3746348.36 4.18499 (13032107)
472435.90 3746348.36 3.95249 (13082602) 472935.90
3746348.36 4.50924 (16011922)
473435.90 3746348.36 5.29657 (12091805) 473935.90
3746348.36 5.35205 (14071304)
474435.90 3746348.36 5.66148 (13052606) 474935.90
3746348.36 5.30296 (13101207)
475435.90 3746348.36 5.83949 (14072006) 475935.90
3746348.36 7.47094 (13012608)
476435.90 3746348.36 8.13228 (12042006) 476935.90
3746348.36 7.53272 (12090702)
2195
477435.90 3746348.36 8.56110 (12083101) 477935.90
3746348.36 12.46617 (12081105)
478435.90 3746348.36 13.03070 (13091605) 478935.90
3746348.36 12.63533 (13083101)
479435.90 3746348.36 13.40529 (12070806) 479935.90
3746348.36 12.62321 (12070806)
480435.90 3746348.36 8.27013 (13051106) 480935.90
3746348.36 6.35248 (13051106)
481435.90 3746348.36 5.49962 (12060406) 481935.90
3746348.36 5.62733 (12060406)
482435.90 3746348.36 5.00282 (12060406) 482935.90
3746348.36 4.51153 (12060406)
483435.90 3746348.36 4.05486 (14080406) 483935.90
3746348.36 3.72585 (14080406)
484435.90 3746348.36 3.41188 (13090106) 484935.90
3746348.36 3.20864 (14072423)
485435.90 3746348.36 3.04295 (15092621) 485935.90
3746348.36 3.27776 (12090601)
486435.90 3746348.36 2.28415 (12083001) 486935.90
3746348.36 2.90627 (13081602)
487435.90 3746348.36 1.88820 (13072206) 487935.90
3746348.36 1.77619 (13072206)
488435.90 3746348.36 1.67187 (13072206) 488935.90
3746348.36 1.57374 (13072206)
489435.90 3746348.36 1.52288 (13080203) 489935.90
3746348.36 1.54730 (12032807)
490435.90 3746348.36 1.52442 (12032807) 490935.90
3746348.36 1.54726 (12070506)
491435.90 3746348.36 1.51354 (12070506) 491935.90
3746348.36 1.61614 (12070806)
492435.90 3746348.36 1.65130 (12070806) 492935.90
3746348.36 1.61452 (12070806)
493435.90 3746348.36 1.52544 (12070806) 471435.90
3746848.36 4.52387 (12061906)
471935.90 3746848.36 4.56432 (13032107) 472435.90
3746848.36 4.59561 (13032107)
472935.90 3746848.36 5.15085 (13082602) 473435.90
3746848.36 5.92929 (14081702)
473935.90 3746848.36 5.70060 (13082601) 474435.90
3746848.36 6.79983 (13052606)
474935.90 3746848.36 5.64974 (12062806) 475435.90
3746848.36 6.28321 (13100807)
475935.90 3746848.36 11.93672 (13100807) 476435.90
3746848.36 7.85459 (13100807)
476935.90 3746848.36 8.02837 (13101207) 477435.90
3746848.36 10.26658 (12090702)
477935.90 3746848.36 18.73379 (16071101) 478435.90
3746848.36 18.48867 (13090202)
478935.90 3746848.36 19.64518 (12070806) 479435.90
3746848.36 18.48654 (12070806)
2196
479935.90 3746848.36 13.32819 (13080706) 480435.90
3746848.36 8.42567 (12060406)
480935.90 3746848.36 6.74324 (12060406) 481435.90
3746848.36 6.01681 (12060406)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 545
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
481935.90 3746848.36 5.30197 (12060406) 482435.90
3746848.36 4.66045 (12082722)
482935.90 3746848.36 4.27890 (15092621) 483435.90
3746848.36 3.93850 (15092621)
483935.90 3746848.36 3.63737 (15092424) 484435.90
3746848.36 3.56649 (15092424)
484935.90 3746848.36 3.18270 (12091721) 485435.90
3746848.36 3.00046 (13071005)
485935.90 3746848.36 2.92752 (13071005) 486435.90
3746848.36 2.84392 (12081501)
486935.90 3746848.36 2.71831 (12082622) 487435.90
3746848.36 2.53502 (12090422)
487935.90 3746848.36 1.68834 (13071005) 488435.90
3746848.36 1.59901 (12090422)
488935.90 3746848.36 1.61907 (13090202) 489435.90
3746848.36 2.29641 (13081702)
489935.90 3746848.36 1.63853 (12032807) 490435.90
2197
3746848.36 1.60755 (12070506)
490935.90 3746848.36 1.62276 (12070506) 491435.90
3746848.36 1.67526 (12070806)
491935.90 3746848.36 1.74317 (12070806) 492435.90
3746848.36 1.71528 (12070806)
492935.90 3746848.36 1.64505 (12070806) 493435.90
3746848.36 1.63384 (13080706)
471435.90 3747348.36 5.13878 (12051206) 471935.90
3747348.36 5.07684 (12061906)
472435.90 3747348.36 5.55072 (13032107) 472935.90
3747348.36 5.52578 (16111523)
473435.90 3747348.36 6.21599 (16011922) 473935.90
3747348.36 5.25205 (12091805)
474435.90 3747348.36 5.36351 (13052606) 474935.90
3747348.36 5.96367 (12052706)
475435.90 3747348.36 6.90235 (12061606) 475935.90
3747348.36 11.12822 (13100807)
476435.90 3747348.36 7.96190 (13100807) 476935.90
3747348.36 9.08563 (13100807)
477435.90 3747348.36 12.51127 (13100807) 477935.90
3747348.36 18.60137 (16071101)
478435.90 3747348.36 21.08851 (12070806) 478935.90
3747348.36 22.05740 (12070806)
479435.90 3747348.36 16.61742 (13080706) 479935.90
3747348.36 13.07205 (12060406)
480435.90 3747348.36 8.08239 (12060406) 480935.90
3747348.36 6.14918 (12042103)
481435.90 3747348.36 4.95979 (12091706) 481935.90
3747348.36 4.97778 (12071405)
482435.90 3747348.36 4.67469 (12081301) 482935.90
3747348.36 4.39383 (13072306)
483435.90 3747348.36 3.99881 (13072306) 483935.90
3747348.36 3.72078 (13072306)
484435.90 3747348.36 3.47903 (13072306) 484935.90
3747348.36 3.26516 (13072306)
485435.90 3747348.36 3.07363 (13072306) 485935.90
3747348.36 3.00366 (13072306)
486435.90 3747348.36 2.92083 (13072306) 486935.90
3747348.36 2.92328 (15090622)
487435.90 3747348.36 2.00760 (13072306) 487935.90
3747348.36 1.74806 (13072306)
488435.90 3747348.36 1.69392 (13091605) 488935.90
3747348.36 1.69007 (13090202)
489435.90 3747348.36 2.92159 (12072106) 489935.90
3747348.36 2.58731 (12081002)
490435.90 3747348.36 1.97908 (12080824) 490935.90
3747348.36 1.72681 (12070806)
491435.90 3747348.36 1.84314 (12070806) 491935.90
3747348.36 1.82461 (12070806)
492435.90 3747348.36 1.76414 (12070806) 492935.90
2198
3747348.36 1.73190 (13080706)
493435.90 3747348.36 1.71395 (13080706) 471435.90
3747848.36 5.84494 (12081802)
471935.90 3747848.36 5.50698 (15081704) 472435.90
3747848.36 5.72688 (13032107)
472935.90 3747848.36 6.25408 (13032107) 473435.90
3747848.36 6.28347 (13082602)
473935.90 3747848.36 5.23291 (14081702) 474435.90
3747848.36 5.50973 (12061606)
474935.90 3747848.36 6.07476 (12061606) 475435.90
3747848.36 8.22152 (12061606)
475935.90 3747848.36 8.03137 (12061606) 476435.90
3747848.36 7.60940 (12061606)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 546
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
476935.90 3747848.36 9.01303 (12061606) 477435.90
3747848.36 18.86338 (13062606)
477935.90 3747848.36 19.37382 (16071101) 478435.90
3747848.36 18.96629 (12070806)
478935.90 3747848.36 17.00865 (12070706) 479435.90
3747848.36 14.82775 (12071206)
479935.90 3747848.36 11.97561 (12071206) 480435.90
3747848.36 7.49507 (14092223)
2199
480935.90 3747848.36 6.53312 (13090301) 481435.90
3747848.36 4.33058 (12021201)
481935.90 3747848.36 4.56748 (12070506) 482435.90
3747848.36 4.61900 (14053102)
482935.90 3747848.36 4.22391 (12090724) 483435.90
3747848.36 4.00078 (13070203)
483935.90 3747848.36 3.71458 (14081623) 484435.90
3747848.36 3.43269 (14081623)
484935.90 3747848.36 3.15584 (13090302) 485435.90
3747848.36 2.96822 (15091822)
485935.90 3747848.36 2.83707 (15091822) 486435.90
3747848.36 2.80303 (12092124)
486935.90 3747848.36 2.93358 (13081702) 487435.90
3747848.36 3.18142 (13071202)
487935.90 3747848.36 1.80625 (16071101) 488435.90
3747848.36 1.81563 (13090202)
488935.90 3747848.36 1.80769 (13080203) 489435.90
3747848.36 1.83939 (12032807)
489935.90 3747848.36 1.81994 (13083101) 490435.90
3747848.36 1.81524 (12070506)
490935.90 3747848.36 1.95036 (12070806) 491435.90
3747848.36 1.94949 (12070806)
491935.90 3747848.36 1.88701 (12070806) 492435.90
3747848.36 1.83984 (13080706)
492935.90 3747848.36 1.83335 (13080706) 493435.90
3747848.36 1.76257 (12083001)
471435.90 3748348.36 6.44942 (12050906) 471935.90
3748348.36 6.17870 (12051206)
472435.90 3748348.36 6.12560 (12010401) 472935.90
3748348.36 6.46014 (13032107)
473435.90 3748348.36 5.43028 (13032107) 473935.90
3748348.36 5.31297 (13082602)
474435.90 3748348.36 5.46839 (14051622) 474935.90
3748348.36 6.82964 (13052606)
475435.90 3748348.36 17.04730 (13052606) 475935.90
3748348.36 7.11314 (13071806)
476435.90 3748348.36 7.70956 (13071806) 476935.90
3748348.36 9.39723 (13071806)
477435.90 3748348.36 19.55227 (13062606) 477935.90
3748348.36 17.05838 (13062606)
478435.90 3748348.36 9.90017 (12070806) 478935.90
3748348.36 9.36044 (12070706)
479435.90 3748348.36 9.45335 (12070706) 479935.90
3748348.36 9.26028 (12113008)
480435.90 3748348.36 7.56127 (12071206) 480935.90
3748348.36 6.31488 (12071206)
481435.90 3748348.36 4.71329 (13083101) 481935.90
3748348.36 3.43568 (14081101)
482435.90 3748348.36 3.24756 (14053103) 482935.90
3748348.36 5.27928 (12070806)
2200
483435.90 3748348.36 3.81481 (13081506) 483935.90
3748348.36 3.72023 (13081506)
484435.90 3748348.36 3.49394 (13081506) 484935.90
3748348.36 3.23503 (12090723)
485435.90 3748348.36 3.04014 (15101807) 485935.90
3748348.36 2.90153 (15101807)
486435.90 3748348.36 2.81533 (15101807) 486935.90
3748348.36 3.01370 (14090801)
487435.90 3748348.36 3.52062 (13091621) 487935.90
3748348.36 3.33080 (16092203)
488435.90 3748348.36 1.97174 (13090202) 488935.90
3748348.36 2.65199 (13062922)
489435.90 3748348.36 1.95477 (12032807) 489935.90
3748348.36 1.95960 (12070506)
490435.90 3748348.36 2.05971 (12070806) 490935.90
3748348.36 2.09604 (12070806)
491435.90 3748348.36 2.02163 (12070806) 491935.90
3748348.36 1.96185 (13080706)
492435.90 3748348.36 1.96159 (13080706) 492935.90
3748348.36 1.90219 (13080706)
493435.90 3748348.36 1.89116 (12081102) 471435.90
3748848.36 6.95276 (13051506)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 547
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2201
- - - - - - - - - - - - - - - - - - - - - - - - -
471935.90 3748848.36 6.96906 (12050906) 472435.90
3748848.36 6.79269 (12051206)
472935.90 3748848.36 6.71468 (12061906) 473435.90
3748848.36 6.14762 (13032107)
473935.90 3748848.36 5.75479 (13082602) 474435.90
3748848.36 5.85405 (14081702)
474935.90 3748848.36 7.71375 (13052606) 475435.90
3748848.36 9.85699 (13052606)
475935.90 3748848.36 7.12095 (13071806) 476435.90
3748848.36 7.88854 (13062606)
476935.90 3748848.36 9.71282 (13062606) 477435.90
3748848.36 17.86056 (13062606)
477935.90 3748848.36 16.34226 (12072006) 478435.90
3748848.36 9.24044 (13080706)
478935.90 3748848.36 6.23403 (12072006) 479435.90
3748848.36 6.39342 (12070706)
479935.90 3748848.36 6.45270 (12070706) 480435.90
3748848.36 6.09218 (12032907)
480935.90 3748848.36 5.59472 (12071006) 481435.90
3748848.36 5.11973 (12071206)
481935.90 3748848.36 4.52944 (12121520) 482435.90
3748848.36 4.56657 (12070806)
482935.90 3748848.36 4.73960 (15042223) 483435.90
3748848.36 4.71671 (12062903)
483935.90 3748848.36 4.05495 (13082823) 484435.90
3748848.36 3.66726 (15081223)
484935.90 3748848.36 3.39951 (14082822) 485435.90
3748848.36 3.24519 (14090801)
485935.90 3748848.36 3.14956 (12081002) 486435.90
3748848.36 3.03832 (12081002)
486935.90 3748848.36 3.02361 (16060224) 487435.90
3748848.36 3.23707 (12112921)
487935.90 3748848.36 3.61773 (14072603) 488435.90
3748848.36 2.11450 (13090202)
488935.90 3748848.36 2.09386 (12032807) 489435.90
3748848.36 2.10638 (13083101)
489935.90 3748848.36 2.16330 (12070806) 490435.90
3748848.36 2.26821 (12070806)
490935.90 3748848.36 2.18154 (12070806) 491435.90
3748848.36 2.10884 (12070806)
491935.90 3748848.36 2.10227 (13080706) 492435.90
3748848.36 2.06923 (13080706)
492935.90 3748848.36 2.04227 (13062023) 493435.90
3748848.36 2.05514 (16092124)
471435.90 3749348.36 7.48104 (12011417) 471935.90
3749348.36 7.48815 (13051506)
472435.90 3749348.36 6.48358 (12050906) 472935.90
3749348.36 6.09043 (12051206)
473435.90 3749348.36 6.53830 (13032107) 473935.90
2202
3749348.36 6.32031 (14091520)
474435.90 3749348.36 6.47374 (16011922) 474935.90
3749348.36 8.95026 (13052606)
475435.90 3749348.36 8.85390 (13052606) 475935.90
3749348.36 7.19064 (13062606)
476435.90 3749348.36 7.60310 (13062606) 476935.90
3749348.36 8.69195 (12062906)
477435.90 3749348.36 16.52696 (15071306) 477935.90
3749348.36 17.46706 (12072006)
478435.90 3749348.36 7.84409 (12070706) 478935.90
3749348.36 5.06488 (12072006)
479435.90 3749348.36 4.85763 (12070706) 479935.90
3749348.36 5.17594 (12070706)
480435.90 3749348.36 5.01604 (12113008) 480935.90
3749348.36 4.76381 (12032907)
481435.90 3749348.36 5.23731 (12071006) 481935.90
3749348.36 5.76902 (13081605)
482435.90 3749348.36 5.10185 (15042223) 482935.90
3749348.36 5.09491 (13051124)
483435.90 3749348.36 5.16419 (13082823) 483935.90
3749348.36 4.26436 (12081803)
484435.90 3749348.36 4.75796 (14071905) 484935.90
3749348.36 3.90465 (16083106)
485435.90 3749348.36 3.79215 (12080804) 485935.90
3749348.36 3.72382 (12060406)
486435.90 3749348.36 3.74229 (12060406) 486935.90
3749348.36 3.33398 (12060406)
487435.90 3749348.36 3.20929 (12080801) 487935.90
3749348.36 2.25547 (13091605)
488435.90 3749348.36 2.26207 (13090202) 488935.90
3749348.36 2.27079 (12032807)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 548
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
2203
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
489435.90 3749348.36 2.28844 (13083101) 489935.90
3749348.36 2.46387 (12070806)
490435.90 3749348.36 2.38542 (12070806) 490935.90
3749348.36 2.28073 (13080706)
491435.90 3749348.36 2.26251 (13080706) 491935.90
3749348.36 2.25171 (13080706)
492435.90 3749348.36 2.22583 (13062023) 492935.90
3749348.36 2.25487 (12071001)
493435.90 3749348.36 2.27458 (12071001) 471435.90
3749848.36 7.38934 (12102305)
471935.90 3749848.36 8.14971 (12011417) 472435.90
3749848.36 8.26530 (13051506)
472935.90 3749848.36 7.53754 (12081802) 473435.90
3749848.36 6.60693 (15081704)
473935.90 3749848.36 7.14717 (13032107) 474435.90
3749848.36 7.37056 (13082602)
474935.90 3749848.36 14.79080 (13052606) 475435.90
3749848.36 8.87097 (13052606)
475935.90 3749848.36 7.36983 (12031507) 476435.90
3749848.36 7.06696 (15103120)
476935.90 3749848.36 7.97672 (15082524) 477435.90
3749848.36 16.39179 (13062106)
477935.90 3749848.36 14.28012 (12072006) 478435.90
3749848.36 7.87436 (12070706)
478935.90 3749848.36 4.72254 (12070706) 479435.90
3749848.36 4.43587 (13012417)
479935.90 3749848.36 4.48823 (12032807) 480435.90
3749848.36 4.42053 (12070706)
480935.90 3749848.36 4.21598 (12113008) 481435.90
3749848.36 4.74163 (12032907)
481935.90 3749848.36 4.63999 (12071006) 482435.90
3749848.36 4.66818 (15081803)
482935.90 3749848.36 5.65250 (12090601) 483435.90
3749848.36 4.49585 (16083106)
483935.90 3749848.36 4.95994 (14071905) 484435.90
3749848.36 4.96200 (13070824)
484935.90 3749848.36 4.67911 (16092124) 485435.90
3749848.36 4.69004 (12090423)
485935.90 3749848.36 4.37402 (16092203) 486435.90
3749848.36 3.99008 (12072106)
2204
486935.90 3749848.36 3.69347 (14080406) 487435.90
3749848.36 3.58166 (14080406)
487935.90 3749848.36 2.47189 (13090202) 488435.90
3749848.36 2.47158 (13080203)
488935.90 3749848.36 2.51008 (13083101) 489435.90
3749848.36 2.67672 (12070806)
489935.90 3749848.36 2.65429 (12070806) 490435.90
3749848.36 2.50140 (13080706)
490935.90 3749848.36 2.44724 (13080706) 491435.90
3749848.36 2.45422 (13080706)
491935.90 3749848.36 2.43354 (13062023) 492435.90
3749848.36 2.49026 (12071001)
492935.90 3749848.36 2.53897 (12071001) 493435.90
3749848.36 2.77877 (13051106)
471435.90 3750348.36 7.26149 (15071805) 471935.90
3750348.36 8.07875 (12081905)
472435.90 3750348.36 9.01392 (12011417) 472935.90
3750348.36 7.68295 (13051506)
473435.90 3750348.36 7.48329 (12051206) 473935.90
3750348.36 7.77506 (13032107)
474435.90 3750348.36 9.27678 (13032107) 474935.90
3750348.36 10.26484 (13062104)
475435.90 3750348.36 8.91969 (13052606) 475935.90
3750348.36 8.53301 (13052606)
476435.90 3750348.36 7.85659 (12090404) 476935.90
3750348.36 8.10217 (15071306)
477435.90 3750348.36 14.98856 (13062106) 477935.90
3750348.36 9.85778 (12072006)
478435.90 3750348.36 6.64842 (13090423) 478935.90
3750348.36 4.85007 (14080103)
479435.90 3750348.36 4.72736 (13080406) 479935.90
3750348.36 4.92748 (12032807)
480435.90 3750348.36 4.56015 (12070506) 480935.90
3750348.36 3.98150 (12090502)
481435.90 3750348.36 4.35249 (12070806) 481935.90
3750348.36 3.58814 (12070806)
482435.90 3750348.36 3.79718 (12071006) 482935.90
3750348.36 4.03489 (13062922)
483435.90 3750348.36 4.53646 (12060406) 483935.90
3750348.36 4.83490 (12060406)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 549
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
2205
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
484435.90 3750348.36 5.26706 (13071202) 484935.90
3750348.36 4.90074 (16081403)
485435.90 3750348.36 3.45452 (13072703) 485935.90
3750348.36 4.12785 (13051106)
486435.90 3750348.36 4.50206 (13090723) 486935.90
3750348.36 3.92687 (13081501)
487435.90 3750348.36 3.29921 (13090106) 487935.90
3750348.36 2.75892 (13090202)
488435.90 3750348.36 2.75527 (13071505) 488935.90
3750348.36 2.90506 (12070806)
489435.90 3750348.36 2.99253 (12070806) 489935.90
3750348.36 2.79644 (13080706)
490435.90 3750348.36 2.67662 (13080706) 490935.90
3750348.36 2.68727 (13080706)
491435.90 3750348.36 2.68676 (13080706) 491935.90
3750348.36 2.76120 (12071001)
492435.90 3750348.36 2.93883 (13051106) 492935.90
3750348.36 3.07812 (13051106)
493435.90 3750348.36 3.02734 (13051106) 471435.90
3750848.36 7.31243 (13111120)
471935.90 3750848.36 7.84312 (12050805) 472435.90
3750848.36 8.09867 (12081905)
472935.90 3750848.36 8.41577 (12011417) 473435.90
3750848.36 8.52394 (12050906)
473935.90 3750848.36 8.62548 (13082302) 474435.90
3750848.36 12.37565 (13032107)
474935.90 3750848.36 9.79055 (13082602) 475435.90
3750848.36 9.04760 (13082601)
475935.90 3750848.36 10.02904 (13052606) 476435.90
3750848.36 8.88689 (12052823)
476935.90 3750848.36 8.69860 (12080606) 477435.90
2206
3750848.36 11.32207 (14081624)
477935.90 3750848.36 7.94580 (12072006) 478435.90
3750848.36 5.88616 (13120708)
478935.90 3750848.36 5.33677 (14072602) 479435.90
3750848.36 5.47867 (13080406)
479935.90 3750848.36 4.90011 (12081101) 480435.90
3750848.36 5.01333 (12070506)
480935.90 3750848.36 4.70101 (12070806) 481435.90
3750848.36 4.44947 (12070806)
481935.90 3750848.36 3.88239 (12060406) 482435.90
3750848.36 3.62476 (13083024)
482935.90 3750848.36 3.38030 (12081224) 483435.90
3750848.36 3.15556 (13070824)
483935.90 3750848.36 4.14126 (15083024) 484435.90
3750848.36 4.64350 (12080602)
484935.90 3750848.36 5.40855 (12072106) 485435.90
3750848.36 3.85508 (13051106)
485935.90 3750848.36 3.24345 (12100501) 486435.90
3750848.36 3.99160 (13081203)
486935.90 3750848.36 4.18754 (13111623) 487435.90
3750848.36 4.17523 (12081501)
487935.90 3750848.36 3.11251 (13090202) 488435.90
3750848.36 3.18223 (12070806)
488935.90 3750848.36 3.41296 (12070806) 489435.90
3750848.36 3.19989 (13080706)
489935.90 3750848.36 2.99103 (13080706) 490435.90
3750848.36 3.04112 (12070806)
490935.90 3750848.36 3.06595 (13080706) 491435.90
3750848.36 3.12524 (12071001)
491935.90 3750848.36 3.34554 (13051106) 492435.90
3750848.36 3.55864 (13051106)
492935.90 3750848.36 3.36473 (13051106) 493435.90
3750848.36 3.22752 (12081606)
471435.90 3751348.36 7.27090 (12070906) 471935.90
3751348.36 8.10689 (13090623)
472435.90 3751348.36 7.47520 (14072605) 472935.90
3751348.36 8.65959 (15071805)
473435.90 3751348.36 10.19863 (13051506) 473935.90
3751348.36 10.51073 (12050906)
474435.90 3751348.36 19.66909 (13032107) 474935.90
3751348.36 11.53648 (13032107)
475435.90 3751348.36 10.27717 (14081702) 475935.90
3751348.36 11.65889 (13052606)
476435.90 3751348.36 10.51581 (12031507) 476935.90
3751348.36 10.43869 (12113024)
477435.90 3751348.36 11.01730 (12090901) 477935.90
3751348.36 6.96945 (13051106)
478435.90 3751348.36 6.54603 (12071102) 478935.90
3751348.36 6.34248 (12081606)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC 2207
*** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 550
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
479435.90 3751348.36 6.37365 (12032807) 479935.90
3751348.36 5.89733 (12060406)
480435.90 3751348.36 5.37067 (12060406) 480935.90
3751348.36 5.43329 (12070806)
481435.90 3751348.36 4.36516 (12062903) 481935.90
3751348.36 4.15658 (13083024)
482435.90 3751348.36 3.84231 (12081224) 482935.90
3751348.36 3.56045 (16040522)
483435.90 3751348.36 3.36406 (12090423) 483935.90
3751348.36 3.23837 (12072106)
484435.90 3751348.36 4.15909 (15092621) 484935.90
3751348.36 4.55666 (13072206)
485435.90 3751348.36 4.18420 (13081203) 485935.90
3751348.36 3.95846 (13082501)
486435.90 3751348.36 3.40978 (12070103) 486935.90
3751348.36 3.21033 (12071102)
487435.90 3751348.36 4.28977 (12100401) 487935.90
3751348.36 3.60460 (13071505)
488435.90 3751348.36 3.97224 (12070806) 488935.90
3751348.36 3.87370 (12070806)
489435.90 3751348.36 3.48221 (13080706) 489935.90
3751348.36 3.41008 (12070806)
2208
490435.90 3751348.36 3.60258 (13080706) 490935.90
3751348.36 3.67697 (12071001)
491435.90 3751348.36 4.00909 (13051106) 491935.90
3751348.36 4.34609 (13051106)
492435.90 3751348.36 3.87949 (12081606) 492935.90
3751348.36 4.02380 (12081606)
493435.90 3751348.36 4.86091 (12060406) 471435.90
3751848.36 8.73892 (12100223)
471935.90 3751848.36 9.10250 (13082706) 472435.90
3751848.36 10.51737 (13101207)
472935.90 3751848.36 10.19834 (12101107) 473435.90
3751848.36 11.06635 (12081905)
473935.90 3751848.36 15.02876 (13051506) 474435.90
3751848.36 14.59387 (12050906)
474935.90 3751848.36 13.89551 (13032107) 475435.90
3751848.36 13.18334 (13032107)
475935.90 3751848.36 13.96907 (13052606) 476435.90
3751848.36 14.31886 (13052606)
476935.90 3751848.36 13.65061 (12090402) 477435.90
3751848.36 13.01167 (12090901)
477935.90 3751848.36 10.24378 (12060406) 478435.90
3751848.36 9.76801 (12060406)
478935.90 3751848.36 8.43808 (12060406) 479435.90
3751848.36 7.00030 (14080406)
479935.90 3751848.36 6.44529 (12070506) 480435.90
3751848.36 6.40353 (12070806)
480935.90 3751848.36 5.10163 (12080603) 481435.90
3751848.36 4.82181 (13083024)
481935.90 3751848.36 4.42681 (12081224) 482435.90
3751848.36 4.07169 (13062703)
482935.90 3751848.36 3.82565 (12090423) 483435.90
3751848.36 3.75112 (12072106)
483935.90 3751848.36 3.63203 (13051106) 484435.90
3751848.36 3.14555 (13051106)
484935.90 3751848.36 3.09008 (13072702) 485435.90
3751848.36 4.22654 (13071005)
485935.90 3751848.36 5.15215 (16031923) 486435.90
3751848.36 3.90295 (14101803)
486935.90 3751848.36 3.07744 (12080606) 487435.90
3751848.36 4.54916 (16071101)
487935.90 3751848.36 4.88944 (12070806) 488435.90
3751848.36 4.84518 (12070806)
488935.90 3751848.36 4.31833 (13062023) 489435.90
3751848.36 4.01272 (12081606)
489935.90 3751848.36 4.47541 (12070806) 490435.90
3751848.36 4.78674 (13051106)
490935.90 3751848.36 5.08253 (13051106) 491435.90
3751848.36 5.11248 (13051106)
491935.90 3751848.36 5.41377 (12060406) 492435.90
3751848.36 5.51427 (12060406)
2209
492935.90 3751848.36 5.42856 (12060406) 493435.90
3751848.36 5.44978 (12060406)
471435.90 3752348.36 9.68576 (14091124) 471935.90
3752348.36 10.68036 (16102221)
472435.90 3752348.36 12.15437 (13100807) 472935.90
3752348.36 13.37423 (13100807)
473435.90 3752348.36 17.43116 (13100807) 473935.90
3752348.36 29.09308 (13100807)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 551
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
474435.90 3752348.36 32.69717 (13100807) 474935.90
3752348.36 31.10488 (13100807)
475435.90 3752348.36 28.45123 (13100807) 475935.90
3752348.36 29.17550 (12060406)
476435.90 3752348.36 29.43320 (12060406) 476935.90
3752348.36 29.92962 (12060406)
477435.90 3752348.36 31.56752 (12060406) 477935.90
3752348.36 14.42226 (13072206)
478435.90 3752348.36 10.93960 (13072206) 478935.90
3752348.36 8.95977 (13072206)
479435.90 3752348.36 7.77525 (12070506) 479935.90
3752348.36 7.07276 (12070806)
480435.90 3752348.36 6.44535 (12070806) 480935.90
2210
3752348.36 5.72486 (13082823)
481435.90 3752348.36 5.18912 (12081224) 481935.90
3752348.36 4.75009 (13062703)
482435.90 3752348.36 4.44086 (13091621) 482935.90
3752348.36 4.31337 (13051106)
483435.90 3752348.36 4.02272 (13051106) 483935.90
3752348.36 3.50907 (15082624)
484435.90 3752348.36 3.23687 (12080724) 484935.90
3752348.36 3.26745 (13101207)
485435.90 3752348.36 3.58668 (13101207) 485935.90
3752348.36 4.05387 (13101207)
486435.90 3752348.36 5.18594 (13032107) 486935.90
3752348.36 9.30968 (13052606)
487435.90 3752348.36 8.12915 (12070806) 487935.90
3752348.36 8.36498 (12070806)
488435.90 3752348.36 7.43727 (12060406) 488935.90
3752348.36 5.92661 (12060406)
489435.90 3752348.36 8.46346 (12060406) 489935.90
3752348.36 9.86978 (12060406)
490435.90 3752348.36 10.63897 (12060406) 490935.90
3752348.36 11.05329 (12060406)
491435.90 3752348.36 8.01073 (12060406) 491935.90
3752348.36 6.72089 (12060406)
492435.90 3752348.36 6.00664 (14080406) 492935.90
3752348.36 5.36868 (14080406)
493435.90 3752348.36 6.59923 (13072124) 471435.90
3752848.36 10.00478 (12061606)
471935.90 3752848.36 11.06687 (12061606) 472435.90
3752848.36 11.94590 (12061606)
472935.90 3752848.36 13.53706 (12061606) 473435.90
3752848.36 27.06666 (12061606)
473935.90 3752848.36 31.75669 (12061606) 474435.90
3752848.36 29.02584 (12061606)
474935.90 3752848.36 27.66508 (12061606) 475435.90
3752848.36 25.02286 (12061606)
475935.90 3752848.36 24.27940 (12072104) 476435.90
3752848.36 24.59084 (12072104)
476935.90 3752848.36 25.45490 (12072104) 477435.90
3752848.36 27.78109 (12072104)
477935.90 3752848.36 14.19453 (13070203) 478435.90
3752848.36 11.10078 (14081623)
478935.90 3752848.36 10.07506 (12032807) 479435.90
3752848.36 8.77995 (12070506)
479935.90 3752848.36 8.62295 (12070806) 480435.90
3752848.36 6.92787 (13082823)
480935.90 3752848.36 6.32276 (15082504) 481435.90
3752848.36 5.61413 (13071202)
481935.90 3752848.36 5.29342 (12072106) 482435.90
3752848.36 5.13600 (13051106)
482935.90 3752848.36 4.30603 (15082624) 483435.90
2211
3752848.36 3.92511 (13051606)
483935.90 3752848.36 3.64657 (12080724) 484435.90
3752848.36 3.82899 (13100807)
484935.90 3752848.36 4.20107 (13100807) 485435.90
3752848.36 4.62031 (13100807)
485935.90 3752848.36 5.17738 (13100807) 486435.90
3752848.36 6.96240 (13100807)
486935.90 3752848.36 8.60808 (13100807) 487435.90
3752848.36 9.13852 (12060406)
487935.90 3752848.36 9.94320 (12060406) 488435.90
3752848.36 10.48152 (12060406)
488935.90 3752848.36 10.89286 (12060406) 489435.90
3752848.36 11.18377 (12060406)
489935.90 3752848.36 11.38416 (12060406) 490435.90
3752848.36 11.40086 (12060406)
490935.90 3752848.36 8.65020 (12060406) 491435.90
3752848.36 7.31512 (14080406)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 552
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
491935.90 3752848.36 5.80200 (13090704) 492435.90
3752848.36 5.50153 (13090704)
492935.90 3752848.36 5.71458 (12080602) 493435.90
3752848.36 5.73178 (15091401)
2212
471435.90 3753348.36 7.98194 (15071106) 471935.90
3753348.36 8.50693 (15071106)
472435.90 3753348.36 9.82209 (15071106) 472935.90
3753348.36 12.22453 (15071106)
473435.90 3753348.36 19.67294 (13071806) 473935.90
3753348.36 26.79826 (13062606)
474435.90 3753348.36 12.92788 (13062606) 474935.90
3753348.36 12.63748 (15071306)
475435.90 3753348.36 12.30182 (15071306) 475935.90
3753348.36 12.38542 (13062106)
476435.90 3753348.36 12.00061 (14081702) 476935.90
3753348.36 12.64896 (12031507)
477435.90 3753348.36 13.38054 (12080606) 477935.90
3753348.36 12.27003 (14030524)
478435.90 3753348.36 12.10598 (13012417) 478935.90
3753348.36 11.38311 (12070506)
479435.90 3753348.36 11.08372 (12070806) 479935.90
3753348.36 8.66903 (13080706)
480435.90 3753348.36 7.62576 (12081224) 480935.90
3753348.36 6.81208 (13071202)
481435.90 3753348.36 6.45183 (12072106) 481935.90
3753348.36 5.86922 (13051106)
482435.90 3753348.36 5.04233 (15101807) 482935.90
3753348.36 4.94057 (15101807)
483435.90 3753348.36 4.20662 (13072706) 483935.90
3753348.36 4.10592 (16090103)
484435.90 3753348.36 4.44358 (12061606) 484935.90
3753348.36 5.10744 (12061606)
485435.90 3753348.36 5.97558 (12061606) 485935.90
3753348.36 9.20984 (12061606)
486435.90 3753348.36 8.94633 (12061606) 486935.90
3753348.36 9.50853 (12060406)
487435.90 3753348.36 10.72439 (12060406) 487935.90
3753348.36 10.89920 (12060406)
488435.90 3753348.36 11.17930 (12060406) 488935.90
3753348.36 11.46129 (12060406)
489435.90 3753348.36 11.72969 (12060406) 489935.90
3753348.36 11.86262 (12060406)
490435.90 3753348.36 8.28664 (15091822) 490935.90
3753348.36 8.63728 (13062102)
491435.90 3753348.36 7.47933 (15091822) 491935.90
3753348.36 6.86829 (12110621)
492435.90 3753348.36 6.40798 (12110621) 492935.90
3753348.36 6.01242 (12092124)
493435.90 3753348.36 5.42634 (12092124) 471435.90
3753848.36 6.63937 (12052206)
471935.90 3753848.36 7.72135 (12052206) 472435.90
3753848.36 9.27699 (13071806)
472935.90 3753848.36 12.54256 (13071806) 473435.90
3753848.36 21.72573 (13062606)
2213
473935.90 3753848.36 16.35041 (15071306) 474435.90
3753848.36 9.65084 (15071306)
474935.90 3753848.36 9.91601 (12070906) 475435.90
3753848.36 10.83379 (13082506)
475935.90 3753848.36 12.85646 (12050906) 476435.90
3753848.36 14.64614 (13032107)
476935.90 3753848.36 17.22145 (13052606) 477435.90
3753848.36 16.59446 (12080606)
477935.90 3753848.36 15.36814 (14082004) 478435.90
3753848.36 15.81437 (12032807)
478935.90 3753848.36 13.03203 (12070506) 479435.90
3753848.36 11.22429 (13080706)
479935.90 3753848.36 9.78907 (12070724) 480435.90
3753848.36 8.60856 (12090423)
480935.90 3753848.36 8.22718 (13051106) 481435.90
3753848.36 6.65491 (15082624)
481935.90 3753848.36 5.94041 (12080724) 482435.90
3753848.36 5.36031 (13072706)
482935.90 3753848.36 4.93308 (15010917) 483435.90
3753848.36 5.23738 (12081606)
483935.90 3753848.36 4.55812 (12081804) 484435.90
3753848.36 5.22565 (15071106)
484935.90 3753848.36 6.13900 (15071106) 485435.90
3753848.36 7.77923 (15071106)
485935.90 3753848.36 9.20924 (15071106) 486435.90
3753848.36 9.00963 (12052206)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 553
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
2214
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
486935.90 3753848.36 9.42383 (13071806) 487435.90
3753848.36 9.76184 (12060406)
487935.90 3753848.36 9.76092 (12060406) 488435.90
3753848.36 10.00198 (12060406)
488935.90 3753848.36 10.23780 (12042406) 489435.90
3753848.36 8.70070 (13070203)
489935.90 3753848.36 7.51134 (12092101) 490435.90
3753848.36 7.19819 (12070924)
490935.90 3753848.36 6.90797 (12082722) 491435.90
3753848.36 6.52643 (12082722)
491935.90 3753848.36 5.72548 (14081623) 492435.90
3753848.36 5.49375 (14081623)
492935.90 3753848.36 5.54746 (13072206) 493435.90
3753848.36 5.31458 (13072206)
471435.90 3754348.36 6.55518 (13071806) 471935.90
3754348.36 7.58838 (13071806)
472435.90 3754348.36 9.32439 (13062606) 472935.90
3754348.36 11.92453 (12062906)
473435.90 3754348.36 16.32082 (15071306) 473935.90
3754348.36 9.32630 (12072006)
474435.90 3754348.36 9.48985 (13012608) 474935.90
3754348.36 10.56785 (15081302)
475435.90 3754348.36 12.91300 (12070906) 475935.90
3754348.36 14.57239 (13082506)
476435.90 3754348.36 17.82362 (16062606) 476935.90
3754348.36 20.69765 (13052606)
477435.90 3754348.36 21.88315 (12080606) 477935.90
3754348.36 21.08760 (12081502)
478435.90 3754348.36 19.67702 (12070506) 478935.90
3754348.36 17.40531 (12070806)
479435.90 3754348.36 13.30781 (12070724) 479935.90
3754348.36 11.63617 (12072106)
480435.90 3754348.36 10.07005 (13051106) 480935.90
3754348.36 8.32718 (12080724)
481435.90 3754348.36 7.25651 (13072706) 481935.90
3754348.36 7.18753 (14082822)
482435.90 3754348.36 6.92548 (12081002) 482935.90
3754348.36 7.54115 (12060406)
483435.90 3754348.36 9.68381 (12060406) 483935.90
3754348.36 8.00876 (12080801)
484435.90 3754348.36 6.34134 (14080406) 484935.90
3754348.36 6.26731 (12052206)
485435.90 3754348.36 8.00624 (13071806) 485935.90
3754348.36 9.99902 (13071806)
486435.90 3754348.36 9.97578 (13071806) 486935.90
2215
3754348.36 10.28142 (13062606)
487435.90 3754348.36 10.09213 (13062606) 487935.90
3754348.36 9.93707 (13081506)
488435.90 3754348.36 10.17539 (13081506) 488935.90
3754348.36 8.15832 (13081506)
489435.90 3754348.36 7.63683 (13072206) 489935.90
3754348.36 7.00144 (13072206)
490435.90 3754348.36 6.39743 (13072206) 490935.90
3754348.36 5.83762 (15101807)
491435.90 3754348.36 5.93288 (12100723) 491935.90
3754348.36 6.13927 (15092424)
492435.90 3754348.36 5.87586 (15092424) 492935.90
3754348.36 5.45247 (14092004)
493435.90 3754348.36 5.40911 (14092004) 471435.90
3754848.36 6.19926 (13062606)
471935.90 3754848.36 7.41912 (13062606) 472435.90
3754848.36 8.21995 (12062906)
472935.90 3754848.36 11.00153 (13091324) 473435.90
3754848.36 10.14419 (15071306)
473935.90 3754848.36 8.67553 (14072006) 474435.90
3754848.36 9.87037 (14072006)
474935.90 3754848.36 11.40637 (15092523) 475435.90
3754848.36 13.86948 (15082705)
475935.90 3754848.36 17.59311 (12082822) 476435.90
3754848.36 22.29729 (13082506)
476935.90 3754848.36 31.20416 (13032107) 477435.90
3754848.36 32.60788 (15103120)
477935.90 3754848.36 31.05027 (13012417) 478435.90
3754848.36 28.91231 (12070806)
478935.90 3754848.36 19.93892 (13070824) 479435.90
3754848.36 17.34359 (13051106)
479935.90 3754848.36 13.00223 (12080724) 480435.90
3754848.36 12.52268 (15081223)
480935.90 3754848.36 12.14304 (12081606) 481435.90
3754848.36 11.03852 (12060406)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 554
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
2216
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
481935.90 3754848.36 10.52972 (12060406) 482435.90
3754848.36 9.85792 (14080406)
482935.90 3754848.36 9.65085 (14080406) 483435.90
3754848.36 8.70179 (12080602)
483935.90 3754848.36 7.56761 (13090106) 484435.90
3754848.36 7.77219 (12090222)
484935.90 3754848.36 6.85262 (12090222) 485435.90
3754848.36 8.88130 (13071806)
485935.90 3754848.36 10.77556 (13062606) 486435.90
3754848.36 10.87989 (13062606)
486935.90 3754848.36 11.47722 (13072206) 487435.90
3754848.36 11.15257 (13072206)
487935.90 3754848.36 10.68100 (13072206) 488435.90
3754848.36 10.33349 (15092424)
488935.90 3754848.36 8.48787 (13061924) 489435.90
3754848.36 8.59243 (12091721)
489935.90 3754848.36 7.17036 (13071005) 490435.90
3754848.36 6.13103 (13081506)
490935.90 3754848.36 7.95945 (13071005) 491435.90
3754848.36 6.60336 (12082205)
491935.90 3754848.36 6.56928 (12082205) 492435.90
3754848.36 5.46071 (12091303)
492935.90 3754848.36 5.31511 (13060602) 493435.90
3754848.36 5.32553 (12090422)
471435.90 3755348.36 5.93893 (12062906) 471935.90
3755348.36 6.63871 (16050106)
472435.90 3755348.36 8.08685 (16091722) 472935.90
3755348.36 10.44812 (13100807)
473435.90 3755348.36 9.59946 (13100807) 473935.90
3755348.36 9.13895 (13101207)
474435.90 3755348.36 11.33907 (13101207) 474935.90
3755348.36 13.81685 (12101107)
475435.90 3755348.36 15.68745 (14072006) 475935.90
3755348.36 20.32305 (15090904)
476435.90 3755348.36 28.53233 (15091006) 476935.90
3755348.36 42.44500 (13082506)
2217
477435.90 3755348.36 66.16806 (13052606) 477935.90
3755348.36 55.74695 (12032807)
478435.90 3755348.36 35.00231 (12081102) 478935.90
3755348.36 25.39501 (13051106)
479435.90 3755348.36 21.00756 (12081606) 479935.90
3755348.36 22.69481 (12060406)
480435.90 3755348.36 19.28967 (14080406) 480935.90
3755348.36 16.72485 (14080406)
481435.90 3755348.36 14.54590 (15091401) 481935.90
3755348.36 13.54661 (12070924)
482435.90 3755348.36 12.47850 (13072206) 482935.90
3755348.36 11.61162 (13072206)
483435.90 3755348.36 10.78455 (13072206) 483935.90
3755348.36 11.70924 (13071806)
484435.90 3755348.36 12.27688 (13071806) 484935.90
3755348.36 12.58601 (13062606)
485435.90 3755348.36 13.08220 (13062606) 485935.90
3755348.36 12.66358 (13062606)
486435.90 3755348.36 12.06717 (13062606) 486935.90
3755348.36 9.66293 (12032907)
487435.90 3755348.36 14.04129 (12032907) 487935.90
3755348.36 11.90057 (12032907)
488435.90 3755348.36 10.35211 (12071006) 488935.90
3755348.36 8.04699 (12092202)
489435.90 3755348.36 6.23154 (12081301) 489935.90
3755348.36 6.52327 (12092202)
490435.90 3755348.36 6.61500 (12092202) 490935.90
3755348.36 7.07211 (14092223)
491435.90 3755348.36 6.42134 (16101324) 491935.90
3755348.36 5.31978 (13072306)
492435.90 3755348.36 4.96511 (13072306) 492935.90
3755348.36 4.46684 (13072306)
493435.90 3755348.36 4.47297 (13072306) 471435.90
3755848.36 7.13229 (16081503)
471935.90 3755848.36 6.74528 (14092323) 472435.90
3755848.36 7.39937 (12052706)
472935.90 3755848.36 15.19160 (12052706) 473435.90
3755848.36 10.29412 (12052706)
473935.90 3755848.36 13.63239 (13100807) 474435.90
3755848.36 13.69391 (13100807)
474935.90 3755848.36 17.25428 (12062806) 475435.90
3755848.36 21.89958 (12062806)
475935.90 3755848.36 26.08094 (13100807) 476435.90
3755848.36 35.23469 (13100807)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 555
2218
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
476935.90 3755848.36 58.83706 (12101107) 477435.90
3755848.36 164.40137 (12011417)
477935.90 3755848.36 95.54776 (13051106) 478435.90
3755848.36 51.31142 (12060406)
478935.90 3755848.36 34.70526 (12042406) 479435.90
3755848.36 28.42496 (13072206)
479935.90 3755848.36 22.47929 (15092424) 480435.90
3755848.36 18.82067 (12091303)
480935.90 3755848.36 15.99050 (13060602) 481435.90
3755848.36 14.32511 (12081301)
481935.90 3755848.36 12.67669 (12081301) 482435.90
3755848.36 11.59812 (13072306)
482935.90 3755848.36 10.77458 (13072306) 483435.90
3755848.36 9.99940 (13072306)
483935.90 3755848.36 9.30482 (13072306) 484435.90
3755848.36 8.62066 (13072306)
484935.90 3755848.36 7.98979 (13072306) 485435.90
3755848.36 7.35879 (13072306)
485935.90 3755848.36 6.84780 (13072306) 486435.90
3755848.36 6.40489 (13072306)
486935.90 3755848.36 6.06372 (13072306) 487435.90
3755848.36 5.67192 (12080824)
487935.90 3755848.36 5.94905 (12032907) 488435.90
3755848.36 5.96293 (12032907)
488935.90 3755848.36 5.15296 (12071006) 489435.90
3755848.36 4.54739 (12071006)
489935.90 3755848.36 4.71478 (13070804) 490435.90
2219
3755848.36 4.71630 (13070804)
490935.90 3755848.36 4.93867 (12080206) 491435.90
3755848.36 3.86267 (14092223)
491935.90 3755848.36 6.60403 (14092223) 492435.90
3755848.36 10.14000 (14092223)
492935.90 3755848.36 7.85808 (14092223) 493435.90
3755848.36 5.23727 (16101324)
471435.90 3756348.36 7.56887 (16091722) 471935.90
3756348.36 7.02104 (12061606)
472435.90 3756348.36 9.18677 (12061606) 472935.90
3756348.36 8.73227 (12061606)
473435.90 3756348.36 9.30706 (12061606) 473935.90
3756348.36 10.46302 (12061606)
474435.90 3756348.36 16.44561 (13063002) 474935.90
3756348.36 19.96782 (12081306)
475435.90 3756348.36 24.07549 (12081306) 475935.90
3756348.36 29.26989 (15071106)
476435.90 3756348.36 39.06690 (15071106) 476935.90
3756348.36 58.25579 (12052206)
477435.90 3756348.36 142.53458 (15071306) 477935.90
3756348.36 162.23490 (12113008)
478435.90 3756348.36 67.31591 (13081206) 478935.90
3756348.36 41.86002 (14082924)
479435.90 3756348.36 30.53221 (13081506) 479935.90
3756348.36 22.76498 (15101706)
480435.90 3756348.36 18.56051 (12091304) 480935.90
3756348.36 16.44823 (13070203)
481435.90 3756348.36 13.55971 (13082502) 481935.90
3756348.36 11.76468 (13082502)
482435.90 3756348.36 11.20312 (13062102) 482935.90
3756348.36 10.26767 (13062102)
483435.90 3756348.36 9.24020 (13062102) 483935.90
3756348.36 8.49363 (12110621)
484435.90 3756348.36 7.87866 (12110621) 484935.90
3756348.36 7.36352 (12110621)
485435.90 3756348.36 6.87651 (12110621) 485935.90
3756348.36 6.43288 (12110621)
486435.90 3756348.36 6.03683 (12110621) 486935.90
3756348.36 5.63027 (12110621)
487435.90 3756348.36 5.09696 (12110621) 487935.90
3756348.36 4.68323 (12092124)
488435.90 3756348.36 4.13877 (13090301) 488935.90
3756348.36 3.98519 (13090301)
489435.90 3756348.36 3.93036 (12071006) 489935.90
3756348.36 3.89503 (12071006)
490435.90 3756348.36 3.77943 (13090704) 490935.90
3756348.36 3.27136 (13090301)
491435.90 3756348.36 3.56919 (13040305) 491935.90
3756348.36 3.47317 (13040305)
492435.90 3756348.36 2.88144 (12061203) 492935.90
2220
3756348.36 3.40064 (12061203)
493435.90 3756348.36 3.92521 (12053006) 471435.90
3756848.36 5.65845 (13063003)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 556
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
471935.90 3756848.36 9.68021 (15071106) 472435.90
3756848.36 7.08325 (15071106)
472935.90 3756848.36 8.03226 (15071106) 473435.90
3756848.36 9.06819 (15071106)
473935.90 3756848.36 15.62827 (15071106) 474435.90
3756848.36 12.20630 (12071822)
474935.90 3756848.36 15.13560 (12090803) 475435.90
3756848.36 21.76567 (12052206)
475935.90 3756848.36 29.17338 (13071806) 476435.90
3756848.36 37.95990 (13062606)
476935.90 3756848.36 40.90753 (12062506) 477435.90
3756848.36 57.53399 (14090923)
477935.90 3756848.36 65.23902 (16081106) 478435.90
3756848.36 61.99114 (12101207)
478935.90 3756848.36 38.28494 (13052902) 479435.90
3756848.36 29.44331 (12053006)
479935.90 3756848.36 20.79004 (15071803) 480435.90
3756848.36 16.05721 (13082303)
2221
480935.90 3756848.36 14.53375 (13040305) 481435.90
3756848.36 11.58495 (14092223)
481935.90 3756848.36 10.12073 (16101324) 482435.90
3756848.36 9.41289 (14082503)
482935.90 3756848.36 9.14468 (13081506) 483435.90
3756848.36 9.19222 (13081506)
483935.90 3756848.36 8.49474 (12090723) 484435.90
3756848.36 7.74068 (15101807)
484935.90 3756848.36 7.30223 (15101807) 485435.90
3756848.36 6.73528 (15101807)
485935.90 3756848.36 6.30550 (12080204) 486435.90
3756848.36 5.90027 (12080204)
486935.90 3756848.36 5.46764 (12092101) 487435.90
3756848.36 4.91708 (14081623)
487935.90 3756848.36 4.21706 (13070203) 488435.90
3756848.36 4.17166 (13070203)
488935.90 3756848.36 3.59813 (13082502) 489435.90
3756848.36 3.29754 (12071106)
489935.90 3756848.36 3.47773 (13070203) 490435.90
3756848.36 3.80108 (12071006)
490935.90 3756848.36 3.27218 (13061102) 491435.90
3756848.36 3.13070 (13061102)
491935.90 3756848.36 2.65184 (13061102) 492435.90
3756848.36 2.70998 (13061102)
492935.90 3756848.36 2.65982 (12061203) 493435.90
3756848.36 3.38652 (15092205)
471435.90 3757348.36 6.79227 (15071106) 471935.90
3757348.36 6.82938 (15071106)
472435.90 3757348.36 6.39625 (15071106) 472935.90
3757348.36 7.05943 (12052206)
473435.90 3757348.36 13.82222 (12052206) 473935.90
3757348.36 9.82887 (13092205)
474435.90 3757348.36 9.31386 (13062905) 474935.90
3757348.36 11.47588 (13071806)
475435.90 3757348.36 18.55504 (12051601) 475935.90
3757348.36 24.02077 (12062906)
476435.90 3757348.36 26.61044 (12062506) 476935.90
3757348.36 33.62710 (13062106)
477435.90 3757348.36 39.71292 (13091606) 477935.90
3757348.36 42.75007 (13070224)
478435.90 3757348.36 45.47603 (12070706) 478935.90
3757348.36 32.34913 (12101207)
479435.90 3757348.36 21.74429 (12050703) 479935.90
3757348.36 17.24995 (16032005)
480435.90 3757348.36 14.13277 (12053006) 480935.90
3757348.36 11.73172 (12062403)
481435.90 3757348.36 9.54700 (15071803) 481935.90
3757348.36 7.98956 (13082303)
482435.90 3757348.36 7.93732 (15021821) 482935.90
3757348.36 9.32078 (13070804)
2222
483435.90 3757348.36 8.84210 (12080206) 483935.90
3757348.36 7.88523 (16030307)
484435.90 3757348.36 7.32988 (14082924) 484935.90
3757348.36 6.91106 (14082924)
485435.90 3757348.36 6.39124 (12090904) 485935.90
3757348.36 5.91362 (12090904)
486435.90 3757348.36 5.55258 (13081506) 486935.90
3757348.36 4.92816 (13081506)
487435.90 3757348.36 4.46804 (15030907) 487935.90
3757348.36 3.62548 (13032807)
488435.90 3757348.36 3.67086 (15030907) 488935.90
3757348.36 3.18184 (15101706)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 557
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
489435.90 3757348.36 2.87129 (15101706) 489935.90
3757348.36 2.75146 (15101706)
490435.90 3757348.36 2.90285 (15101706) 490935.90
3757348.36 2.72669 (12072104)
491435.90 3757348.36 2.64519 (12072104) 491935.90
3757348.36 2.92416 (12091304)
492435.90 3757348.36 2.73142 (12091304) 492935.90
3757348.36 2.68944 (12091304)
493435.90 3757348.36 2.76036 (16060403) 471435.90
2223
3757848.36 6.31067 (12052206)
471935.90 3757848.36 6.23872 (12052206) 472435.90
3757848.36 6.41485 (12052206)
472935.90 3757848.36 9.18099 (12092001) 473435.90
3757848.36 7.13071 (12072806)
473935.90 3757848.36 7.59481 (14110819) 474435.90
3757848.36 8.48524 (14091123)
474935.90 3757848.36 11.08231 (13062606) 475435.90
3757848.36 17.74019 (12062906)
475935.90 3757848.36 19.98951 (16050106) 476435.90
3757848.36 20.40231 (13063001)
476935.90 3757848.36 26.10589 (16062202) 477435.90
3757848.36 32.82444 (12080906)
477935.90 3757848.36 31.96185 (14081406) 478435.90
3757848.36 28.67972 (12081203)
478935.90 3757848.36 23.28153 (13091223) 479435.90
3757848.36 18.78344 (12101207)
479935.90 3757848.36 14.19387 (12071006) 480435.90
3757848.36 11.49726 (12091601)
480935.90 3757848.36 9.94405 (13093020) 481435.90
3757848.36 8.75596 (12090506)
481935.90 3757848.36 8.14575 (12053006) 482435.90
3757848.36 7.18918 (12062403)
482935.90 3757848.36 8.67034 (14092106) 483435.90
3757848.36 7.62966 (16121107)
483935.90 3757848.36 7.31011 (12092607) 484435.90
3757848.36 6.90284 (15021821)
484935.90 3757848.36 6.39024 (12111702) 485435.90
3757848.36 5.87479 (13070804)
485935.90 3757848.36 5.05537 (12080206) 486435.90
3757848.36 4.89432 (14092223)
486935.90 3757848.36 4.07903 (14092223) 487435.90
3757848.36 3.62371 (16101324)
487935.90 3757848.36 3.73330 (16101324) 488435.90
3757848.36 3.26561 (14082503)
488935.90 3757848.36 3.46676 (14082503) 489435.90
3757848.36 3.61847 (13081506)
489935.90 3757848.36 2.76264 (13081506) 490435.90
3757848.36 3.49140 (13081506)
490935.90 3757848.36 3.22773 (13081506) 491435.90
3757848.36 2.56151 (15030907)
491935.90 3757848.36 3.17861 (12071006) 492435.90
3757848.36 2.75850 (15030907)
492935.90 3757848.36 2.82774 (15030907) 493435.90
3757848.36 2.88875 (15101807)
471435.90 3758348.36 5.01902 (12033007) 471935.90
3758348.36 4.96641 (12072806)
472435.90 3758348.36 9.03423 (13071806) 472935.90
3758348.36 5.88865 (14043023)
473435.90 3758348.36 6.46853 (12090224) 473935.90
2224
3758348.36 7.17403 (16032107)
474435.90 3758348.36 8.00080 (13062606) 474935.90
3758348.36 14.22030 (12062906)
475435.90 3758348.36 15.64460 (15082405) 475935.90
3758348.36 16.70809 (16081801)
476435.90 3758348.36 20.90803 (13062106) 476935.90
3758348.36 21.69769 (12082605)
477435.90 3758348.36 27.77315 (12072006) 477935.90
3758348.36 24.37614 (12070406)
478435.90 3758348.36 20.96162 (13040501) 478935.90
3758348.36 20.52329 (12070706)
479435.90 3758348.36 13.79735 (15080524) 479935.90
3758348.36 12.78129 (12052006)
480435.90 3758348.36 11.19682 (12071006) 480935.90
3758348.36 9.41097 (12072102)
481435.90 3758348.36 8.45436 (12050706) 481935.90
3758348.36 8.64893 (12071206)
482435.90 3758348.36 7.28822 (14012821) 482935.90
3758348.36 7.76924 (12053006)
483435.90 3758348.36 6.38670 (12092201) 483935.90
3758348.36 6.31369 (12062403)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 558
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2225
484435.90 3758348.36 6.50876 (14092106) 484935.90
3758348.36 6.07874 (13081206)
485435.90 3758348.36 5.36634 (12092607) 485935.90
3758348.36 4.17900 (15021821)
486435.90 3758348.36 4.05990 (12111702) 486935.90
3758348.36 3.61933 (12111702)
487435.90 3758348.36 3.96326 (13070804) 487935.90
3758348.36 3.84314 (13070804)
488435.90 3758348.36 3.57422 (12080206) 488935.90
3758348.36 3.19433 (14092223)
489435.90 3758348.36 3.77674 (16030307) 489935.90
3758348.36 3.13381 (14092223)
490435.90 3758348.36 3.48833 (14082924) 490935.90
3758348.36 3.28199 (14082924)
491435.90 3758348.36 3.02857 (12090904) 491935.90
3758348.36 3.26284 (12081804)
492435.90 3758348.36 2.77128 (12071006) 492935.90
3758348.36 2.94126 (13081506)
493435.90 3758348.36 2.94217 (13081506) 471435.90
3758848.36 4.71855 (13071806)
471935.90 3758848.36 7.41569 (12090706) 472435.90
3758848.36 5.19618 (12090224)
472935.90 3758848.36 5.58173 (14100122) 473435.90
3758848.36 6.53765 (13062606)
473935.90 3758848.36 6.63835 (12093021) 474435.90
3758848.36 7.98749 (12051602)
474935.90 3758848.36 12.59268 (15082405) 475435.90
3758848.36 14.07524 (15100103)
475935.90 3758848.36 16.19602 (15071306) 476435.90
3758848.36 16.69121 (12081104)
476935.90 3758848.36 18.51013 (13071801) 477435.90
3758848.36 23.73006 (12072006)
477935.90 3758848.36 19.00586 (13080801) 478435.90
3758848.36 17.77075 (12070804)
478935.90 3758848.36 15.05201 (12081203) 479435.90
3758848.36 12.31912 (15073006)
479935.90 3758848.36 11.14456 (12071305) 480435.90
3758848.36 10.33704 (12052006)
480935.90 3758848.36 8.87908 (13042806) 481435.90
3758848.36 8.38907 (14060406)
481935.90 3758848.36 7.88679 (15092205) 482435.90
3758848.36 6.56814 (12041722)
482935.90 3758848.36 6.51410 (12071206) 483435.90
3758848.36 5.50083 (13090204)
483935.90 3758848.36 6.59145 (12053006) 484435.90
3758848.36 6.34238 (12053006)
484935.90 3758848.36 4.79802 (12062403) 485435.90
3758848.36 5.45898 (12092024)
485935.90 3758848.36 5.14817 (14092106) 486435.90
3758848.36 4.42733 (16121107)
2226
486935.90 3758848.36 4.36609 (16121107) 487435.90
3758848.36 4.20930 (12092607)
487935.90 3758848.36 4.52038 (15072803) 488435.90
3758848.36 3.57163 (12111702)
488935.90 3758848.36 3.67079 (12111702) 489435.90
3758848.36 3.92019 (13080701)
489935.90 3758848.36 3.36270 (13070804) 490435.90
3758848.36 3.73058 (12080206)
490935.90 3758848.36 3.47113 (12080206) 491435.90
3758848.36 3.19506 (16030307)
491935.90 3758848.36 3.27233 (14072002) 492435.90
3758848.36 3.13489 (12071006)
492935.90 3758848.36 3.14723 (12071006) 493435.90
3758848.36 2.89979 (14082924)
471435.90 3759348.36 3.75703 (13071806) 471935.90
3759348.36 5.77667 (15092501)
472435.90 3759348.36 7.14462 (13062606) 472935.90
3759348.36 5.80013 (13062606)
473435.90 3759348.36 5.80829 (14012508) 473935.90
3759348.36 6.18156 (13090606)
474435.90 3759348.36 7.45854 (12092824) 474935.90
3759348.36 11.46801 (14042706)
475435.90 3759348.36 12.62421 (12071824) 475935.90
3759348.36 15.16055 (13062106)
476435.90 3759348.36 14.51248 (13092503) 476935.90
3759348.36 16.53145 (12092901)
477435.90 3759348.36 18.51193 (12072006) 477935.90
3759348.36 15.68322 (12041523)
478435.90 3759348.36 15.79056 (13042802) 478935.90
3759348.36 12.63632 (13071803)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 559
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0020299 , L0020300
, L0020301 , L0020302 , L0020303 ,
L0020304 , L0020305 , L0020306 , L0020307 , L0020308
, L0020309 , L0020310 , L0020311 ,
L0020312 , L0020313 , L0020314 , L0020315 , L0020316
, L0020317 , L0020318 , L0020319 ,
L0020320 , L0020321 , L0020322 , L0020323 , L0020324
, L0020325 , L0020326 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
2227
***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)
Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
479435.90 3759348.36 10.45111 (12081123) 479935.90
3759348.36 9.82866 (15082305)
480435.90 3759348.36 9.83885 (12113008) 480935.90
3759348.36 8.86319 (12052006)
481435.90 3759348.36 7.63690 (12083002) 481935.90
3759348.36 6.98801 (14060406)
482435.90 3759348.36 6.23063 (14081802) 482935.90
3759348.36 5.73931 (12091601)
483435.90 3759348.36 5.29809 (16032005) 483935.90
3759348.36 6.88703 (12071206)
484435.90 3759348.36 5.19935 (13090204) 484935.90
3759348.36 5.93183 (12082103)
485435.90 3759348.36 6.25358 (12053006) 485935.90
3759348.36 5.18751 (12092201)
486435.90 3759348.36 5.29754 (13062802) 486935.90
3759348.36 4.66039 (13071904)
487435.90 3759348.36 4.55781 (14092106) 487935.90
3759348.36 4.35299 (14092106)
488435.90 3759348.36 4.47456 (13081206) 488935.90
3759348.36 3.98580 (12092821)
489435.90 3759348.36 3.91064 (15072803) 489935.90
3759348.36 3.90310 (15072803)
490435.90 3759348.36 3.64942 (13051924) 490935.90
3759348.36 3.55909 (13051924)
491435.90 3759348.36 3.39355 (15072403) 491935.90
3759348.36 3.29256 (15072403)
492435.90 3759348.36 3.07433 (12080206) 492935.90
3759348.36 2.99581 (12080206)
493435.90 3759348.36 2.77326 (12071006)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 560
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF MAXIMUM PERIOD ( 43848
HRS) RESULTS ***
2228
** CONC OF PM_10 IN MICROGRAMS/M**3
**
NETWORK
GROUP ID AVERAGE CONC RECEPTOR (XR, YR,
ZELEV, ZHILL, ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ROADWAYS 1ST HIGHEST VALUE IS 2.11371 AT ( 478935.90, 3747348.36, 448.54, 448.54, 0.00) DC
2ND HIGHEST VALUE IS 1.98636 AT ( 478435.90, 3747348.36, 448.74, 448.74, 0.00) DC
3RD HIGHEST VALUE IS 1.81801 AT ( 477435.90, 3747848.36, 451.63, 451.63, 0.00) DC
4TH HIGHEST VALUE IS 1.74173 AT ( 477435.90, 3748348.36, 454.67, 454.67, 0.00) DC
5TH HIGHEST VALUE IS 1.66553 AT ( 475935.90, 3752348.36, 474.71, 474.71, 0.00) DC
6TH HIGHEST VALUE IS 1.62539 AT ( 477435.90, 3748848.36, 455.12, 455.12, 0.00) DC
7TH HIGHEST VALUE IS 1.60752 AT ( 477435.90, 3752348.36, 472.75, 472.75, 0.00) DC
8TH HIGHEST VALUE IS 1.52945 AT ( 477435.90, 3749348.36, 456.65, 456.65, 0.00) DC
9TH HIGHEST VALUE IS 1.44822 AT ( 477435.90, 3749848.36, 458.35, 458.35, 0.00) DC
10TH HIGHEST VALUE IS 1.40789 AT ( 475935.90, 3752848.36, 478.16, 478.16, 0.00) DC
AREA1 1ST HIGHEST VALUE IS 4.34354 AT ( 478935.90, 3747348.36, 448.54, 448.54, 0.00) DC
2ND HIGHEST VALUE IS 4.26914 AT ( 478435.90, 3747348.36, 448.74, 448.74, 0.00) DC
3RD HIGHEST VALUE IS 4.22923 AT ( 479218.38, 3747688.87, 447.82, 782.34, 0.00) DC
4TH HIGHEST VALUE IS 4.21710 AT ( 478935.90, 3747848.36, 449.74, 759.42, 0.00) DC
5TH HIGHEST VALUE IS 4.16288 AT ( 478435.90, 3747848.36, 450.24, 450.24, 0.00) DC
6TH HIGHEST VALUE IS 4.15384 AT ( 479435.90, 3747348.36, 448.36, 782.34, 0.00) DC
7TH HIGHEST VALUE IS 4.06437 AT ( 478935.90, 3746848.36, 447.64, 447.64, 0.00) DC
8TH HIGHEST VALUE IS 4.00288 AT ( 479435.90, 3747848.36, 447.50, 782.34, 0.00) DC
9TH HIGHEST VALUE IS 3.96356 AT ( 477935.90, 3747348.36, 450.14, 450.14, 0.00) DC
2229
10TH HIGHEST VALUE IS 3.94103 AT ( 478435.90, 3746848.36, 447.66, 447.66, 0.00) DC
AREA2 1ST HIGHEST VALUE IS 6.57720 AT ( 476435.90, 3752348.36, 473.42, 473.42, 0.00) DC
2ND HIGHEST VALUE IS 6.56617 AT ( 476935.90, 3752348.36, 472.66, 472.66, 0.00) DC
3RD HIGHEST VALUE IS 6.37394 AT ( 474435.90, 3752348.36, 471.40, 471.40, 0.00) DC
4TH HIGHEST VALUE IS 6.36489 AT ( 475435.90, 3752348.36, 474.03, 474.03, 0.00) DC
5TH HIGHEST VALUE IS 6.34479 AT ( 475935.90, 3752348.36, 474.71, 474.71, 0.00) DC
6TH HIGHEST VALUE IS 6.09331 AT ( 474435.90, 3752848.36, 473.88, 473.88, 0.00) DC
7TH HIGHEST VALUE IS 6.04977 AT ( 474935.90, 3752348.36, 474.61, 474.61, 0.00) DC
8TH HIGHEST VALUE IS 5.65132 AT ( 475435.90, 3752848.36, 477.54, 477.54, 0.00) DC
9TH HIGHEST VALUE IS 5.62679 AT ( 474935.90, 3752848.36, 477.33, 477.33, 0.00) DC
10TH HIGHEST VALUE IS 5.61642 AT ( 476435.90, 3752848.36, 477.19, 477.19, 0.00) DC
AREA3 1ST HIGHEST VALUE IS 14.02908 AT ( 477435.90, 3755848.36, 503.58, 935.96, 0.00) DC
2ND HIGHEST VALUE IS 8.84333 AT ( 477935.90, 3755848.36, 502.94, 926.51, 0.00) DC
3RD HIGHEST VALUE IS 6.46203 AT ( 477435.90, 3756348.36, 504.81, 935.96, 0.00) DC
4TH HIGHEST VALUE IS 5.98671 AT ( 478306.84, 3755946.48, 505.73, 900.80, 0.00) DC
5TH HIGHEST VALUE IS 5.01762 AT ( 477935.90, 3756348.36, 509.92, 935.96, 0.00) DC
6TH HIGHEST VALUE IS 3.92144 AT ( 478435.90, 3755848.36, 505.83, 900.80, 0.00) DC
7TH HIGHEST VALUE IS 3.36155 AT ( 476935.90, 3755848.36, 505.01, 935.96, 0.00) DC
8TH HIGHEST VALUE IS 2.37462 AT ( 478935.90, 3755848.36, 516.45, 900.80, 0.00) DC
9TH HIGHEST VALUE IS 2.15318 AT ( 478435.90, 3756348.36, 517.12, 900.80, 0.00) DC
10TH HIGHEST VALUE IS 1.98754 AT ( 476935.90, 3756348.36, 509.54, 935.96, 0.00) DC
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 561
2230
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF MAXIMUM PERIOD ( 43848
HRS) RESULTS ***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
NETWORK
GROUP ID AVERAGE CONC RECEPTOR (XR, YR,
ZELEV, ZHILL, ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
AREA4 1ST HIGHEST VALUE IS 1.27227 AT ( 484935.90, 3755348.36, 537.21, 543.40, 0.00) DC
2ND HIGHEST VALUE IS 1.26818 AT ( 485435.90, 3755348.36, 537.32, 537.32, 0.00) DC
3RD HIGHEST VALUE IS 1.26472 AT ( 484435.90, 3755348.36, 539.07, 539.07, 0.00) DC
4TH HIGHEST VALUE IS 1.20000 AT ( 485935.90, 3755348.36, 532.82, 532.82, 0.00) DC
5TH HIGHEST VALUE IS 1.13252 AT ( 486435.90, 3755348.36, 531.22, 539.88, 0.00) DC
6TH HIGHEST VALUE IS 0.83548 AT ( 483935.90, 3755348.36, 540.41, 540.41, 0.00) DC
7TH HIGHEST VALUE IS 0.35074 AT ( 486935.90, 3755348.36, 539.29, 539.29, 0.00) DC
8TH HIGHEST VALUE IS 0.29750 AT ( 484435.90, 3754848.36, 532.31, 618.82, 0.00) DC
9TH HIGHEST VALUE IS 0.24672 AT ( 485435.90, 3754848.36, 526.23, 526.23, 0.00) DC
10TH HIGHEST VALUE IS 0.24515 AT ( 484935.90, 3754848.36, 530.22, 530.22, 0.00) DC
HIGHWAY6 1ST HIGHEST VALUE IS 2.74942 AT ( 492435.90, 3755848.36, 671.13, 804.91, 0.00) DC
2ND HIGHEST VALUE IS 1.99511 AT ( 473935.90, 3755848.36, 496.77, 935.96, 0.00) DC
3RD HIGHEST VALUE IS 1.66937 AT ( 492935.90, 3755848.36, 700.20, 804.91, 0.00) DC
4TH HIGHEST VALUE IS 1.64482 AT ( 471935.90, 3756848.36, 449.77, 935.96, 0.00) DC
5TH HIGHEST VALUE IS 1.64169 AT ( 487435.90, 3755348.36, 543.56, 589.54, 0.00) DC
6TH HIGHEST VALUE IS 1.63760 AT ( 487935.90, 3755348.36, 543.29, 681.20, 0.00) DC
7TH HIGHEST VALUE IS 1.26289 AT ( 474435.90, 3755848.36, 2231
507.09, 935.96, 0.00) DC
8TH HIGHEST VALUE IS 1.13248 AT ( 488435.90, 3755348.36, 554.97, 704.72, 0.00) DC
9TH HIGHEST VALUE IS 1.07772 AT ( 480435.90, 3755348.36, 527.41, 900.80, 0.00) DC
10TH HIGHEST VALUE IS 1.07177 AT ( 481935.90, 3755348.36, 538.36, 538.36, 0.00) DC
HIGHWAY2 1ST HIGHEST VALUE IS 4.59749 AT ( 475435.90, 3748348.36, 465.74, 465.74, 0.00) DC
2ND HIGHEST VALUE IS 4.59371 AT ( 474435.90, 3751348.36, 470.98, 470.98, 0.00) DC
3RD HIGHEST VALUE IS 4.12042 AT ( 473435.90, 3752848.36, 464.61, 464.61, 0.00) DC
4TH HIGHEST VALUE IS 3.33231 AT ( 474935.90, 3749848.36, 472.05, 472.05, 0.00) DC
5TH HIGHEST VALUE IS 3.08604 AT ( 476435.90, 3745848.36, 459.42, 459.42, 0.00) DC
6TH HIGHEST VALUE IS 2.80499 AT ( 472935.90, 3755848.36, 471.35, 935.96, 0.00) DC
7TH HIGHEST VALUE IS 2.37854 AT ( 475935.90, 3746848.36, 463.15, 467.86, 0.00) DC
8TH HIGHEST VALUE IS 2.32788 AT ( 473935.90, 3752348.36, 470.46, 470.46, 0.00) DC
9TH HIGHEST VALUE IS 2.18017 AT ( 475935.90, 3747348.36, 460.97, 460.97, 0.00) DC
10TH HIGHEST VALUE IS 2.14443 AT ( 473435.90, 3753348.36, 468.36, 935.96, 0.00) DC
AREA5 1ST HIGHEST VALUE IS 2.25096 AT ( 487435.90, 3753848.36, 497.27, 817.83, 0.00) DC
2ND HIGHEST VALUE IS 2.23780 AT ( 486935.90, 3754348.36, 511.81, 781.06, 0.00) DC
3RD HIGHEST VALUE IS 2.23535 AT ( 487435.90, 3754348.36, 508.19, 781.06, 0.00) DC
4TH HIGHEST VALUE IS 2.23416 AT ( 487935.90, 3753848.36, 495.15, 781.06, 0.00) DC
5TH HIGHEST VALUE IS 2.23409 AT ( 486935.90, 3753848.36, 501.10, 817.83, 0.00) DC
6TH HIGHEST VALUE IS 2.21579 AT ( 487935.90, 3753348.36, 485.14, 817.83, 0.00) DC
7TH HIGHEST VALUE IS 2.21030 AT ( 488435.90, 3753348.36, 484.31, 817.83, 0.00) DC
8TH HIGHEST VALUE IS 2.20508 AT ( 487435.90, 3753348.36, 488.02, 817.83, 0.00) DC
9TH HIGHEST VALUE IS 2.19034 AT ( 488935.90, 3753348.36, 485.35, 781.06, 0.00) DC
10TH HIGHEST VALUE IS 2.18837 AT ( 488435.90, 3753848.36, 495.69, 781.06, 0.00) DC
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC 2232
*** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 562
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF MAXIMUM PERIOD ( 43848
HRS) RESULTS ***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
NETWORK
GROUP ID AVERAGE CONC RECEPTOR (XR, YR,
ZELEV, ZHILL, ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ALL 1ST HIGHEST VALUE IS 14.68688 AT ( 477435.90, 3755848.36, 503.58, 935.96, 0.00) DC
2ND HIGHEST VALUE IS 9.49965 AT ( 477935.90, 3755848.36, 502.94, 926.51, 0.00) DC
3RD HIGHEST VALUE IS 8.41519 AT ( 475935.90, 3752348.36, 474.71, 474.71, 0.00) DC
4TH HIGHEST VALUE IS 8.02020 AT ( 476435.90, 3752348.36, 473.42, 473.42, 0.00) DC
5TH HIGHEST VALUE IS 8.01656 AT ( 474935.90, 3752348.36, 474.61, 474.61, 0.00) DC
6TH HIGHEST VALUE IS 7.92204 AT ( 474435.90, 3752348.36, 471.40, 471.40, 0.00) DC
7TH HIGHEST VALUE IS 7.89657 AT ( 475435.90, 3752348.36, 474.03, 474.03, 0.00) DC
8TH HIGHEST VALUE IS 7.87892 AT ( 476935.90, 3752348.36, 472.66, 472.66, 0.00) DC
9TH HIGHEST VALUE IS 7.48106 AT ( 474435.90, 3752848.36, 473.88, 473.88, 0.00) DC
10TH HIGHEST VALUE IS 7.35539 AT ( 475935.90, 3752848.36, 478.16, 478.16, 0.00) DC
*** RECEPTOR TYPES: GC = GRIDCART
GP = GRIDPOLR
DC = DISCCART
DP = DISCPOLR
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
2233
*** 15:07:03
PAGE 563
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF HIGHEST 1-HR
RESULTS ***
** CONC OF PM_10 IN MICROGRAMS/M**3
**
DATE
NETWORK
GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR
(XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ROADWAYS HIGH 1ST HIGH VALUE IS 5.72233 ON 13041207: AT ( 477435.90, 3747848.36, 451.63, 451.63, 0.00) DC
AREA1 HIGH 1ST HIGH VALUE IS 16.28838 ON 12072006: AT ( 477935.90, 3749348.36, 455.44, 455.44, 0.00) DC
AREA2 HIGH 1ST HIGH VALUE IS 27.41716 ON 13100807: AT ( 474435.90, 3752348.36, 471.40, 471.40, 0.00) DC
AREA3 HIGH 1ST HIGH VALUE IS 163.01542 ON 12011417: AT ( 477435.90, 3755848.36, 503.58, 935.96, 0.00) DC
AREA4 HIGH 1ST HIGH VALUE IS 6.02885 ON 12061606: AT ( 483935.90, 3755348.36, 540.41, 540.41, 0.00) DC
HIGHWAY6 HIGH 1ST HIGH VALUE IS 7.68323 ON 13071205: AT ( 492435.90, 3755848.36, 671.13, 804.91, 0.00) DC
HIGHWAY2 HIGH 1ST HIGH VALUE IS 14.12008 ON 13041207: AT ( 475435.90, 3748348.36, 465.74, 465.74, 0.00) DC
AREA5 HIGH 1ST HIGH VALUE IS 9.72444 ON 13062606: AT ( 486435.90, 3754848.36, 523.83, 523.83, 0.00) DC
ALL HIGH 1ST HIGH VALUE IS 164.40137 ON 12011417: AT ( 477435.90, 3755848.36, 503.58, 935.96, 0.00) DC
*** RECEPTOR TYPES: GC = GRIDCART
GP = GRIDPOLR
DC = DISCCART
2234
DP = DISCPOLR
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 564
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** Message Summary : AERMOD Model Execution ***
--------- Summary of Total Messages --------
A Total of 0 Fatal Error Message(s)
A Total of 2 Warning Message(s)
A Total of 1638 Informational Message(s)
A Total of 43848 Hours Were Processed
A Total of 1039 Calm Hours Identified
A Total of 599 Missing Hours Identified ( 1.37 Percent)
******** FATAL ERROR MESSAGES ********
*** NONE ***
******** WARNING MESSAGES ********
ME W186 12072 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used
0.50 ME W187 12072 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET
************************************
*** AERMOD Finishes Successfully ***
************************************
2235
Appendix C
Traffic Noise Analysis
Kimley»Horn
2236
Traffic Noise Analysis July 2026
City of Moreno Valley Page 1 of 11
Memorandum
To: Steve Quintanilla, Moreno Valley City Attorney
CC: Angelica Frausto-Lupo, City of Moreno Valley Community Development Director From: Noemi Wyss, AICP
Heidi Rous, CPP
Subject: Traffic Noise Analysis – Proposed Citywide Truck Routes Modifications Date: July 22, 2026
Introduction and Background
The City is updating its Circulation Element and adopting a new Truck Routes Map (the Project) that eliminates a multitude of truck routes or portions thereof to avoid sensitive receptors to the extent feasible.
Figure 1: Existing Truck Routes and Sensitive Receptors Within 1,000 Feet shows the City’s existing truck routes, Figure 2: Proposed Truck Routes and Sensitive Receptors Within 1,000 Feet shows the City’s remaining truck routes after modifications, and Figure 3: Proposed Existing Truck Routes to be Eliminated and Sensitive Receptors Within 1,000 Feet shows the City’s Truck Routes to be eliminated within the City’s boundaries. This memorandum documents the analysis conducted to evaluate the change in traffic noise as a result of the proposed truck routes modifications.
The World Logistics Center Specific Plan (WLC Specific Plan) includes a circulation network intended to move large vehicles efficiently between the regional highway network and businesses within the Specific Plan Area while directing heavy truck traffic away from nearby residential neighborhoods and other sensitive receptors. Heavy truck traffic associated with the WLC Specific Plan is directed to State Route (SR) 60, Gilman Springs Road, the segment of Redlands Boulevard between SR 60 and Eucalyptus Avenue, and Eucalyptus Avenue between Redlands Boulevard and World Logistics Center Parkway. These roadways, together with the WLC Specific Plan Area’s internal roadway network that has yet to be fully constructed, are designated as truck routes within the Specific Plan and will be designated as such on the City’s Truck Routes Map. Development and occupancy of the WLC Specific Plan area are anticipated to occur over the next 10 years.
Kimley»Horn
Memorandum
To: Steve Quintanilla, Moreno Valley City Attorney
CC: Angelica Frausto-Lupo, City of Moreno Valley Community Development Director From: Noemi Wyss, AICP
Heidi Rous, CPP
Subject: Traffic Noise Analysis — Proposed Citywide Truck Routes Modifications Date: July 22, 2026
Introduction and Background
The City is updating its Circulation Element and adopting a new Truck Routes Map (the Project) that eliminates a multitude of truck routes or portions thereof to avoid sensitive receptors to the extent feasible.
Figure 1: ExistingTruck Routes and Sensitive Receptors Within 1,000 Feet shows the City’s existing truck routes, Figure 2: Proposed Truck Routes and Sensitive Receptors Within 1,000 Feet shows the City’s remaining truck routes after modifications, and Figure 3: Proposed ExistingTruck Routes to be Eliminated and SensitiveReceptorsWithin 1,000 Feet shows the City’sTruck Routes to be eliminated within the City’s boundaries. This memorandum documents the analysis conducted to evaluate the change in traffic noise as a result of the proposed truck routes modifications.
The World Logistics Center Specific Plan (WLC Specific Plan) includes a circulation network intended to move large vehicles efficiently between the regional highway network and businesses within the Specific Plan Area while directing heavy truck traffic away from nearby residential neighborhoods and other sensitive receptors. Heavy truck traffic associated with the WLC Specific Plan is directed to State Route (SR) 60, Gilman Springs Road, the segment of Redlands Boulevard between SR 60 and Eucalyptus Avenue, and Eucalyptus Avenue between Redlands Boulevard and World Logistics Center Parkway. These roadways, together with the WLC Specific Plan Area’s internal roadway network that has yet to be fully constructed, are designated as truck routes within the Specific Plan and will be designated as such on the City’s Truck Routes Map. Development and occupancy of the WLC Specific Plan area are anticipated to occur over the next 10 years.
Traffic NoiseAnalysis July 2026
City of Moreno Valley Page1 of 11
2237
Van Buren Blvd
E Alessandro Blvd
Trautwein Rd
60 215
215
March Air
Reserve Base
Box Springs
Mountain
Reserve
Sycamore
Canyon
Wilderness Park
M ORE NO
V ALLEY
VAL VERDE
MEAD
VALLEY
Red
al nds Blvd
Iris Ave
Nason St
Heacock St
60 60
60 Norton
Younglove
Reserve
Lake Perris
State
Recreation Area
San Timoteo
Canyon
EL CASCO
Perris Valley Storm
Drain
Lak e
Perri s
Ramona Expy Ramona Expy
Ramona Expy Hansen Ave
215
215
Ya'i Heki'
Regional Indian
Museum
NUEVO
Morongo
Golf Club
EDEN HOT
SPRINGS
EDEN
CALIMESA
San Jacinto R
CASA LOMA
COLLEGE
DR
ALESSANDRO BLVD
MORENO
BEACH DR
DAY ST
SUNNYMEAD BLVD HEACOCK ST
PERRIS BLVD
PIGEON PASS RD
N PERRIS BLVD
FREDERICK ST
REDLANDS BLVD
LASSELLE ST
NASON ST
IRIS AVE
EUCALYPTUS AVE
CACTUS AVE
RECHE
CANYON RD
RECHE
VISTA DR
JOHN F KENNEDY DR
WORLD LOGISTICS PARKWAY
N Perris Blvd
¯ 0 0.5 1 2 Miles
*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from existing Truck Routes Legend
City of Moreno Valley
Sphere of Influence
Disadvantaged Community (SB
535, SB 1000)
Existing City Truck Routes
National Network Route
2040 Land Use
R1 Residential
R2 Residential
RR Rural Residential
R3 Residential
R5 Residential
R10 Residential
R15 Residential
R20 Residential
R30 Residential
HR Hillside Residential
DC Downtown Center
CEMU Center Mixed Use
COMU Corridor Mixed Use
C Commercial
R/O Residential Office
HO/C Highway Office/
Commercial
O Office
BP Business Park/Light
Industrial
BF Business Flex
P Public
OS Parks/Open Space
FP Floodplain
Sensitive Receptors (1,000 ft from
Existing Truck Routes)
K-12 School
Residential Care
Hospital and Clinic
Child Care
FIGURE 1: Existing Truck Routes and Sensitive Receptors Within 1,000 Feet
TRAFFIC NOISE ANALYSIS
—— >... r
-— Mountai Mou = 7 EL'CASCO
5 2 2
h & San Timoteo
[4 H Canyon = . RECHE, on, CY WN | “onrol 4 = | = _ T Tal, Norton M vj of I. Pp ) | HH I Younglove Gols ¥ < z IN i t +=! Reserve olrtgy
T 9 DZ Ry . “oe ~ J ¥ \ Sycamore J on] oh A 1 =
- Canyon > (= ps - To nw
EY Wilderness Park S CX 5% Ne d = FUCAYPTUSIAE ES
3 £0. OO He Ks : w Ea jo! >F ne g MASSE
= & NS C— 2 S
@ Ay S TR Giz 5 A x IDA Vet EVAN X oo Frere g
5 \ #7 AlEssANDRO BLYD, A Chemmmmm E Alessandro Blvd ol = nk Gian - = ov | A CACTUS AVE SN A)
2 Ps 2
Z \ JOHN FKENNEDY.OR 2 ©, KT jo, ~ 3 —
3 Nd prj —
RE PS 4 Be = AN Pr hye IE > y
» March Air \¢ Foe caicd 8
an Bd Reserve Base re g = oR
qa
\ x =, CER Lake Perris
! Of eg State
- £ 21Heki' Recreation Area
= ional Indian Museum
Laka _—
Legend
[1 City of MorenoValley [1 RR Rural Residential Il CEMU Center Mixed Use Hl PPublic V/) Sphere of Influence [1 R3 Residential Il COMU Corridor MixedUse Il OSParks/OpenSpace va) DisadvantagedCommunity (SB [__] R5 Residential Hl CCommercial Il FPFloodplain 535, SB 1000) Hl R10 Residential R/O Residential Office Sensitive |Receptors (1,000ft from 5 == Existing City Truck Routes Bl Ri5 Residential gm O/C Highway Office/ ing Truck Routes) 2 [+7] = National Network Route Bl R20 Residential Commercial [J] K-12School e 2040 Land Use I R30 Residential Hl O Office A Residential Care z [1 R1 Residential HR Hillside Residential — BP Business Park/Light A Hospital and Clinic N identi ndustria i .
[1 R2 Residential Il DC Downtown Center A 4 Child Care 0 05 1 2 Miles Il BFBusinessFlex | ® T *South Coast Air Quality Management District (SCAQMD),CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from existing Truck Routes FIGURE1: ExistingTruck Routes and Sensitive ReceptorsWithin 1,000 Feet
TRAFFICNOISEANALYSIS
Kimley»Horn 2238
Van Buren Blvd
E Alessandro Blvd
Trautwein Rd
60 215
215
March Air
Reserve Base
Box Springs
Mountain
Reserve
Sycamore
Canyon
Wilderness Park
M ORE NO
V ALLEY
VAL VERDE
MEAD
VALLEY
Red al nds Blvd
Alessandro Blvd
Iris Ave
Nason St
Heacock St
60 60
60 Norton
Younglove
Reserve
Lake Perris
State
Recreation Area
EL CASCO
Perris Valley Storm Drain
Lak e
Perri s
Ramona Expy
Ramona Expy
Hansen Ave
215
215
Ya'i Heki'
Regional Indian
Museum
NUEVO
60 10
Morongo
Golf Club
EDEN HOT
SPRINGS
EDEN
CALIMESA
San Jacinto Riv
CASA LOMA
COLLEGE
DR
ALESSANDRO BLVD
MORENO
BEACH DR
DAY ST
SUNNYMEAD BLVD HEACOCK ST
PERRIS BLVD
PIGEON PASS RD
N PERRIS BLVD
FREDERICK ST
REDLANDS BLVD
LASSELLE ST
NASON ST
IRIS AVE
EUCALYPTUS AVE
CACTUS AVE
RECHE
CANYON RD
RECHE
VISTA DR
JOHN F KENNEDY DR
WORLD LOGISTICS PARKWAY
N Perris Blvd
¯ 0 0.5 1 2 Miles
*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from Remaining Truck Routes Legend
City of Moreno Valley
Sphere of Influence
Disadvantaged Community (SB
535, SB 1000)
Remaining Truck Routes
World Logistics Center Specific
Plan Truck Routes
National Network Route
2040 Land Use
R1 Residential
R2 Residential
RR Rural Residential
R3 Residential
R5 Residential
R10 Residential
R15 Residential
R20 Residential
R30 Residential
HR Hillside Residential
DC Downtown Center
CEMU Center Mixed Use
COMU Corridor Mixed Use
C Commercial
R/O Residential Office
HO/C Highway Office/
Commercial
O Office
BP Business Park/Light
Industrial
BF Business Flex
P Public
OS Parks/Open Space
FP Floodplain
Sensitive Receptors (1,000 Ft from
Remaining Truck Routes)
K-12 School
Residential Care
Hospital and Clinic
Child Care
EUCALYPTUS AVE
*World Logistics Center Specific Plan Truck Routes, Exhibit 3-11: Truck Routes, September 2014. Streets B, E, and F have not been constructed, but will be upon development of the World Logistics Center.
STREET E STREET F
STREET B
FIGURE 2: Proposed Truck Routes and Sensitive Receptors Within 1,000 Feet
TRAFFIC NOISE ANALYSIS
-— _ y Box Springs Moun - Res Tg, EL CASCO
an EF
I) " & [| 3 a RECH v.
ig CIRN,N j= Teaon rol; = | T1013
a5 Fs Hi fii !
| ~ EC : == i + <Q 4
] 5 NUN Rr | -- eppa lll > CC E] | Sycamore a at = : Pht ~ = 2 a yy Wilderness Park >] KK 3 edi = SEED ears STR Pa 4Wi >< 2 FUCADRIUSAYE H 5
. vo Rg Ua WAS aX; =X Bt STREETEv SAN - KX Fs STH XIX AE i CZ | OU ana me Xo A VE AY ed 7 8-3 2 E = [Pa Wa A A . ES NEE fi E 2 EEY Ng WS." |" 57 AlEssaNDrRo BUD 2% mT 9
E Alessandro Blvd S382 a ro bl < —
CACTUS,CTUS AVE 2 rd OX ~ <= ’ 3 LOA KOR
% al ES; Z JOHN, KENNEDY.D @ 1
e. ®, £ i 8 o |
> hm YK] 2, ae HEP
a . : } wD » March Air 1 ASIEYCOLLEGE
n BIvd Reserve Base Smo OR &
i i a
\ 5 Lake Perris Ny ee State
N HS a'i Heki' Recreation Area
= ional Indian Museum
[1 City of MorenoValley 2040 Land Use [1 HRHillsideResidential Il BFBusinessFlex |, [ZA Sphereof Influence [1] R1 Residential I DC Downtown Center I PPublic by xa Disadvantaged Community [1 R2Residential (SB
535,SB1000)
= Remaining Truck Routes World Logistics Center Specific Plan Truck Routes == National Network Route [J RRRuralResidential
[J R3Residential
[J R5 Residential
Hl R10Residential
Hl R15Residential
Hl R20Residential
Il R30 Residential
Il CEMU Center Mixed Use
Il COMU Corridor Mixed Use
Hl CCommercial R/O Residential Office 1c a offs
Hl O Office BP Business Park/Light
Industrial
Il OSParks/OpenSpace
Hl FPFloodplain
Sensitive Receptors (1,000 Ft from
Remaining Truck Routes) ® K-12 School A Residential Care A Hospital and Clinic A Child Care *South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from Remaining Truck Routes Hansen Ave
Norton
*World Logistics Center Specific Plan Truck Routes, Exhibit 3-11: Truck Routes, September 2014. Streets B, E, and F have not been constructed, but will be upon development of the World Logistics Center.
Morongo Younglove » Reserve Golf’Clut
CA
0 05 1 2 Miles
I I I I
FIGURE2: ProposedTruck Routes and Sensitive ReceptorsWithin 1,000 Feet
TRAFFICNOISEANALYSIS
Kimley»Horn 2239
Van Buren Blvd
E Alessandro Blvd
Trautwein Rd
60 215
215
March Air
Reserve Base
Box Springs
Mountain
Reserve
Sycamore
Canyon
Wilderness Park
M ORE NO
V ALLEY
VAL VERDE
MEAD
VALLEY
Red
al nds Blvd
Iris Ave
Nason St
Heacock St
60 60
60 Norton
Younglove
Reserve
Lake Perris
State
Recreation Area
San Timoteo
Canyon
EL CASCO
Perris Valley Storm
Drain
Lak e
Perri s
Ramona Expy Ramona Expy
Ramona Expy Hansen Ave
215
215
Ya'i Heki'
Regional Indian
Museum
NUEVO
10 Morongo
Golf Club
EDEN HOT
SPRINGS
EDEN
CALIMESA
San Jacinto R
CASA LOMA
COLLEGE
DR
ALESSANDRO BLVD
MORENO
BEACH DR
DAY ST
SUNNYMEAD BLVD HEACOCK ST
PERRIS BLVD
PIGEON PASS RD
N PERRIS BLVD
FREDERICK ST
REDLANDS BLVD
LASSELLE ST
NASON ST
IRIS AVE
EUCALYPTUS AVE
CACTUS AVE
RECHE
CANYON RD
RECHE
VISTA DR
JOHN F KENNEDY DR
WORLD LOGISTICS PARKWAY
N Perris Blvd
¯ 0 0.5 1 2 Miles
*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from Existing Truck Routes Legend
City of Moreno Valley
Sphere of Influence
Disadvantaged Community (SB
535, SB 1000)
Proposed Existing Truck Route
To Be Eliminated
National Network Route
2040 Land Use
R1 Residential
R2 Residential
RR Rural Residential
R3 Residential
R5 Residential
R10 Residential
R15 Residential
R20 Residential
R30 Residential
HR Hillside Residential
DC Downtown Center
CEMU Center Mixed Use
COMU Corridor Mixed Use
C Commercial
R/O Residential Office
HO/C Highway Office/
Commercial
O Office
BP Business Park/Light
Industrial
BF Business Flex
P Public
OS Parks/Open Space
FP Floodplain
Sensitive Receptors (1,000 ft from
Existing Truck Routes)
K-12 School
Residential Care
Hospital and Clinic
Child Care
EUCALYPTUS AVE
*World Logistics Center Specific Plan Truck Routes, Exhibit 3-11: Truck Routes, September 2014. These truck routes are currently not developed but will be upon completion of World Logistics Center.
FIGURE 3: Proposed Existing Truck Routes to Be Eliminated and Sensitive Receptors Within 1,000 Feet
TRAFFIC NOISE ANALYSIS
[4
- Box Springs
- Moun, =z Res 3s EB
3 2
2)
f 8 [| 3 PY o
RECHE,
5 a TeanvoNrol § = ] Crs, = a | LE lot 2 ;
= i ~ n? = ~ - Ml, nd o Vd Pp v h Sycamore nee! BEG 5 EL I Canyon < - o map Wilderness N Park 4 4 A SY fycaveus a Sy 7, > BUCALYPTUSIIE a < a 2 & . x Fe Ng — os, Eiz E
haf oy BOE & a “0 4S 3) 8 {rs = bei) Cu k 0, :] = (Fa Wi 2 =Eieg | Pe = L, 2 o QO fag] yy Lu S Io 5 / 4 AIESSANDROBLD, 2 2 E Alessandro Blvd — ger a, Eh i - - N le NS a A A CACT] 7% HY 42)
) ARAN
<, RallKAP | Z “JOHNFRENNEDYD onEP [
3 ST a - =< X 2 Z bm SACHS N-1/Z2
a . RO ) RNo a
» MarchAir [\¢ AENEYCOLLEGE
n Biv Reserve Base par BEAR
im
\ 5 Lake Perris ES State
N ay . WE a'i Heki' Recreation Area = ional Indian Museum Legend
1 City of MorenoValley
[// Sphereof Influence
535, SB 1000)
To Be Eliminated = National Network Route
=x] Disadvantaged Community (SB
_ Proposed Existing Truck Route
2040 Land Use
[1 R1Residential
[1 R2 Residential
[1 RRRuralResidential
[J R3 Residential
[J R5 Residential
I R10Residential
I R15 Residential
I R20Residential
Hl R30Residential
[J HRHillsideResidential
Il DCDowntown Center
Il CEMUCenter MixedUse
Il COMUCorridor Mixed Use
Hl CCommercial R/O Residential Office a
Hl © Office BP Business Park/Light _- Industrial
ll BFBusinessFlex
Hl P Public
Il 0S Parks/OpenSpace
Il FPFloodplain
Sensitive Receptors (1,000 ft from
Existing Truck Routes) ® K-12 School A Residential Care A Hospital and Clinic A Child Care \ BAY UssueH
*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from Existing Truck Routes >a
Norton N
Younglove Morgnge Golf Clut Reserve -
CA
0 05 1 2 Miles
I
FIGURE3: Proposed ExistingTruck Routes to BeEliminated and Sensitive ReceptorsWithin 1,000 Feet
TRAFFICNOISEANALYSIS
Kimley»Horn 2240
Traffic Noise Analysis July 2026
City of Moreno Valley Page 5 of 11
Methodology and Assumptions
The analysis was limited to the major routes and truck trip origins within and outside the City (the Planning Area) that would be affected by the truck routes modifications. The truck routes modifications would not change the total number of truck trips overall but rather reroute these trips along different roadway segments. Rerouting truck trips to avoid sensitive receptors would increase the total truck vehicle miles traveled (VMT).1 Kimley-Horn identified major truck routes in the City using the City’s Industrial iMap tool and Replica’s commercial vehicle traffic data. Replica’s commercial vehicle traffic data indicates that the following routes identified in Table 1: Daily Truck Traffic on Major Routes below have the highest commercial vehicle daily truck traffic volume. As a result, the routes were selected as part of the studied routes because they have the highest truck traffic volume within the industrial areas identified in the Industrial iMap tool. The table below shows the highest daily truck volume on a given segment on the corridor.
Table 1: Daily Truck Traffic on Major Routes
Routes Maximum Truck Traffic
Volume
Perris Boulevard 1,671
Alessandro Boulevard 1,494
Frederick Street 1,362
Heacock Street 1,360
Cactus Avenue 1,297
Source: Replica, 2024.
This change in VMT corresponds to a change in traffic volumes along various roadways and freeways. To isolate the traffic noise changes attributable to the truck routes modifications, this noise analysis is carried out on only the roadway segments with potentially significant traffic noise increases identified in the 2024 General Plan Circulation Element Update (GPU).
Traffic noise is one of the most prominent sources of noise in the Planning Area and is primarily attributed to vehicles traveling along Interstate-215 (I-215), SR 60, Alessandro Boulevard, and Perris Boulevard. The future (2040) ambient traffic noise levels along 169 segments in the Planning Area were quantified using the Federal Highway Administration (FHWA) Highway Traffic Noise Prediction Model (FHWA-RD-77-108) and future average daily traffic (ADT) volumes (see Appendix A). The noise prediction model calculates the average noise level at specific locations based on traffic volumes, average speeds, roadway geometry, truck percentages, and environmental site conditions. Using traffic data and speed data based on posted speed limits, the FHWA-RD-77-108 model was used to calculate the noise level at 50 feet from the roadway centerline and the distances to noise contours along each roadway. Noise impacts were determined by comparing the change in traffic noise levels between the future year (2040) Without Project (2024 GPU) (current truck routes) and future year (2040) With Project (proposed truck routes modifications) scenarios to the significance criterion listed below.
Traffic Noise Impact Analysis
Long-term traffic noise that affects sensitive land uses would be considered substantial and constitute a significant noise impact if the proposed truck routes modifications would:
1 Kimley-Horn, Vehicle Miles Traveled Analysis – Proposed Citywide Truck Routes Modifications, 2026.
Kimley»Horn
Methodology and Assumptions
The analysis was limited to the major routes and truck trip origins within and outside the City (the Planning Area) that would be affected by the truck routes modifications. The truck routes modifications would not change the total number of truck trips overall but rather reroute these trips along different roadway segments. Rerouting truck trips to avoid sensitive receptors would increase the total truck vehicle miles traveled (VMT).! Kimley-Horn identified major truck routes in the City using the City’s Industrial iMap tool and Replica’s commercial vehicle traffic data. Replica’s commercial vehicle traffic data indicates that the following routes identified in Table 1: Daily Truck Traffic on Major Routes below have the highest commercial vehicle daily truck traffic volume. As a result, the routes were selected as part of the studied routes because they have the highest truck traffic volume within the industrial areas identified in the Industrial iMap tool. The table below shows the highest daily truck volume on a given segment on the corridor.
Table 1: Daily Truck Traffic on Major Routes
Routes Maximum Truck Traffic
Volume
Perris Boulevard 1,671
Alessandro Boulevard 1,494
Frederick Street 1,362
Heacock Street 1,360
Cactus Avenue 1,297
Source: Replica, 2024.
This change in VMT corresponds to a change in traffic volumes along various roadways and freeways. To isolate the traffic noise changes attributable to the truck routes modifications, this noise analysis is carried out on only the roadway segments with potentially significant traffic noise increases identified in the 2024 General PlanCirculation Element Update (GPU).
Traffic noise is one of the most prominent sources of noise in the Planning Area and is primarily attributed to vehicles traveling along Interstate-215 (I-215), SR 60, Alessandro Boulevard, and Perris Boulevard. The future (2040) ambient traffic noise levels along 169 segments in the Planning Area were quantified using the Federal Highway Administration (FHWA) Highway Traffic Noise Prediction Model (FHWA-RD-77-108) and future average daily traffic (ADT) volumes (seeAppendix A). The noise prediction model calculates the average noise level at specific locations based on traffic volumes, average speeds, roadway geometry, truck percentages, and environmental site conditions. Using traffic data and speed data based on posted speed limits, the FHWA-RD-77-108 model was used to calculate the noise level at 50 feet from the roadway centerline and the distances to noise contours along each roadway. Noise impacts were determined by comparing the change in traffic noise levels between the future year (2040) Without Project (2024 GPU) (current truck routes) and future year (2040) With Project (proposed truck routes modifications) scenarios to the significance criterion listed below.
Traffic Noise Impact Analysis
Long-term traffic noise that affects sensitive land uses would be considered substantial and constitute a significant noise impact if the proposed truck routes modifications would:
1 Kimley-Horn, Vehicle Miles Traveled Analysis —Proposed Citywide Truck Routes Modifications, 2026.
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• Increase noise levels by 5 dB2 or more where the “no project” noise level is less than 60 CNEL3; • Increase noise levels by 3 dB or more where the “no project” noise level is 60 CNEL to 65 CNEL; or • Increase noise levels by 1.5 dB or more where the “no project” noise level is greater than 65 CNEL.
Based on the impact criteria above, the 2024 GPU buildout (Without Project) would result in a significant noise increase over existing traffic noise levels at 163 of the analyzed roadway segments and at 6 of the analyzed freeway segments. The impacted segments are summarized in Table 2: Roadway Segments with Potentially Significant Traffic Noise Increases and Table 3: Freeway Segments with Potentially Significant Traffic Noise Increases. The noise level changes along all routes are included in Appendix A. This noise analysis is based on the future year (2040) With and Without Project traffic volume data. Noise impacts were determined by comparing the change in noise levels between the buildout of the 2024 GPU (Without Project) and the proposed truck routes modifications (With Project) to the criteria listed above. Figure 4:
Noise Contour Map shows the future noise contours based on the truck routes modifications.
As indicated in Table and Table , the largest increase in CNEL calculated at 50 feet from the center of the roadway center would be 1.0 CNEL along Gilman Springs Road south of Alessandro Boulevard. The largest decrease in CNEL calculated at 50 feet would be 2.4 CNEL along Iris Avenue, between Perris Boulevard and Kitching Street.
The 2024 GPU contains policies to minimize the potential noise sources and impacts generated by vehicular traffic on existing roadways. Policies include considering the compatibility of proposed land uses with the noise environment, requiring mitigation where sensitive uses are to be placed along transportation routes to ensure that noise levels are minimized, encouraging the proper site planning and architecture to reduce noise impacts, and employing noise mitigation practices when designing future streets and highways.
Table 2: Roadway Segments with Potentially Significant Traffic Noise Increases Roadway Segment
Without
Project
Future (2040)
ADT Volumes
Without
Project
CNEL
(dBA at
50 feet)
With
Project
Future
(2040)
ADT
Volumes
With
Project
CNEL
(dBA at
50 feet)
Change in
CNEL
(dBA at
50 feet)
Alessandro Blvd Old 215 Frontage Road to Day St 50,322 78.0 50,418 78.1 0.1 Alessandro Blvd Day St to Elsworth St 46,534 77.1 46,641 77.2 0.1 Alessandro Blvd Elsworth St to Courage St 46,296 77.1 46,183 77.0 -0.1 Alessandro Blvd Courage St to Frederick St 44,354 76.6 44,236 76.4 -0.2 Alessandro Blvd Fredrick St to Graham St 42,360 75.3 42,312 75.3 0.0 Alessandro Blvd Graham St To Heacock St 40,538 74.8 40,505 74.7 -0.1 Alessandro Blvd Heacock St to Indian St 43,435 75.0 43,381 74.9 -0.1 Alessandro Blvd Indian St to Perris Blvd 40,941 74.8 40,856 74.7 -0.1 Alessandro Blvd Perris Blvd to Flaming Arrow Dr 45,197 76.2 45,136 76.1 -0.1 Alessandro Blvd Flaming Arrow Dr to Kitching St 48,325 76.5 48,264 76.4 -0.1 Alessandro Blvd Kitching St to Chara St 46,639 75.9 46,580 75.9 0.0 Alessandro Blvd Chara St to Lasselle St 44,923 75.8 44,864 75.7 -0.1 Alessandro Blvd Lasselle St to Darwin Dr 44,770 75.7 44,718 75.6 -0.1 Alessandro Blvd Darwin Dr to Morrison St 44,075 75.3 44,022 75.2 -0.1 2 Decibel (dB) is a unit describing the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure. The reference pressure for air is 20. A-Weighted Sound Level (dBA) is the sound pressure level in dB as measured on a sound level meter using the A-weighting filter network. 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._
3 Community Equivalent Noise Level (CNEL) are measures of sound energy during a 24-hour period.
Kimley»Horn
e Increase noise levels by 5 dB? or more where the “no project” noise level is less than 60 CNEL3; e Increase noise levels by 3 dB or more where the “no project” noise level is 60 CNELto 65 CNEL; or e Increase noise levels by 1.5 dB or more where the “no project” noise level is greater than 65 CNEL.
Based on the impact criteria above, the 2024 GPU buildout (Without Project) would result in a significant noise increase over existing traffic noise levels at 163 of the analyzed roadway segments and at 6 of the analyzed freeway segments.The impacted segments are summarized in Table 2: RoadwaySegments with Potentially Significant Traffic Noise Increases and Table 3: Freeway Segments with Potentially Significant Traffic Noise Increases. The noise level changes along all routes are included in Appendix A. This noise analysis is based on the future year (2040) With and Without Project traffic volume data. Noise impacts were determined by comparing the change in noise levels between the buildout of the 2024 GPU (Without Project) and the proposed truck routes modifications {With Project) to the criteria listed above. Figure 4:
Noise Contour Map shows the future noise contours based on the truck routes modifications.
As indicated in Table and Table , the largest increase in CNELcalculated at 50 feet from the center of the roadway center would be 1.0 CNEL along Gilman Springs Road south of Alessandro Boulevard. The largest decrease in CNEL calculated at 50 feet would be 2.4 CNEL along Iris Avenue, between Perris Boulevard and Kitching Street.
The 2024 GPU contains policies to minimize the potential noise sources and impacts generated by vehicular traffic on existing roadways. Policies include considering the compatibility of proposed land uses with the noise environment, requiring mitigation where sensitive uses are to be placed along transportation routes to ensure that noise levels are minimized, encouraging the proper site planning and architecture to reduce noise impacts, and employing noise mitigation practices when designing future streets and highways.
Table 2: RoadwaySegmentswith Potentially Significant Traffic Noise Increases . With : . Without . With . Without , Project , Change in . Project Project Project Future CNEL Roadway Segment CNEL CNEL Future (2040) (2040) (dBA at (dBA at (dBA at ADT Volumes ADT 50 feet) 50 feet) 50 feet) Volumes Alessandro Blvd Old 215 Frontage Road to Day St 50,322 78.0 50,418 78.1 0.1 Alessandro Blvd Day St to Elsworth St 46,534 77.1 46,641 77.2 0.1 Alessandro Blvd Elsworth St to Courage St 46,296 77.1 46,183 77.0 -0.1 Alessandro Blvd Courage St to Frederick St 44,354 76.6 44,236 76.4 -0.2 Alessandro Blvd Fredrick St to Graham St 42,360 75.3 42,312 75.3 0.0 Alessandro Blvd Graham St To Heacock St 40,538 74.8 40,505 74.7 -0.1 Alessandro Blvd Heacock St to Indian St 43,435 75.0 43,381 74.9 -0.1 Alessandro Blvd Indian St to Perris Blvd 40,941 74.8 40,856 74.7 -0.1 Alessandro Blvd Perris Blvd to Flaming Arrow Dr 45,197 76.2 45,136 76.1 -0.1 Alessandro Blvd Flaming Arrow Dr to Kitching St 48,325 76.5 48,264 76.4 -0.1 Alessandro Blvd Kitching St to Chara St 46,639 75.9 46,580 75.9 0.0 Alessandro Blvd Chara St to Lasselle St 44,923 75.8 44,864 75.7 -0.1 Alessandro Blvd Lasselle St to Darwin Dr 44,770 75.7 44,718 75.6 0.1 Alessandro Blvd Darwin Dr to Morrison St 44,075 75.3 44,022 75.2 -0.1 2 Decibel (dB) is a unit describing the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure. The reference pressure for air is 20. A-Weighted SoundLevel (dBA) is the soundpressure level in dB as measured on a sound levelmeter using the A-weighting filter network. 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._
3 Community Equivalent Noise Level (CNEL) are measures of sound energy during a 24-hour period.
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Roadway Segment
Without
Project
Future (2040)
ADT Volumes
Without
Project
CNEL
(dBA at
50 feet)
With
Project
Future
(2040)
ADT
Volumes
With
Project
CNEL
(dBA at
50 feet)
Change in
CNEL
(dBA at
50 feet)
Alessandro Blvd Morrison St to Country Squire Dr 40,728 75.0 40,684 74.9 -0.1 Alessandro Blvd Country Squire Dr to Nason St 32,634 74.4 32,589 74.3 -0.1 Alessandro Blvd Nason St to Marian Rd 15,841 69.8 15,791 69.7 -0.1 Alessandro Blvd Marian Dr to Moreno Beach Dr 14,560 70.1 14,515 69.9 -0.2 Alessandro Blvd Moreno Beach Dr to Walnut Ct 6,312 65.1 6,265 64.8 -0.3 Alessandro Blvd Walnut Ct to Redlands Blvd 4,525 64.7 4,475 64.3 -0.4 Alessandro Blvd World Logistics Center Pkwy to Virginia St 11,114 72.0 10,441 70.4 -1.6 Alessandro Blvd Virginia St to Gilman Springs Rd 6,133 67.7 5,938 66.6 -1.1 Box Springs Road West Of Douglas Ct 19,366 70.5 19,370 70.5 0.0 Box Springs Road Douglas Ct to Clark St 19,366 70.5 19,370 70.5 0.0 Box Springs Road Clark St to Pine Cone Ln 19,366 69.3 19,370 69.4 0.1 Box Springs Road Pine Cone Ln to Day St 25,894 70.3 25,889 70.3 0.0 Cactus Ave Gilbert St to Heacock St 41,981 75.6 42,155 75.8 0.2 Cactus Ave Heacock St to Unity Ct 24,263 70.2 24,240 70.1 -0.1 Cactus Ave Unity Ct to Indian St 21,952 69.6 21,908 69.4 -0.2 Cactus Ave Indian St to Philo St 19,199 68.8 19,164 68.6 -0.2 Cactus Ave Philo St to Perris Blvd 19,399 68.8 19,372 68.7 -0.1 Cactus Ave Perris Blvd to Agave St 16,667 67.0 16,642 66.8 -0.2 Cactus Ave Agave St to Kitching St 14,836 66.3 14,813 66.2 -0.1 Cactus Ave Lasselle St to Nason St 27,183 71.5 27,133 71.4 -0.1 Cactus Ave Nason St to Wildmill Ln 33,343 72.0 33,292 71.9 -0.1 Cactus Ave Windmill Ln to Oliver St 16,011 69.6 15,961 69.5 -0.1 Cactus Ave Oliver St to Moreno Beach Dr 20,509 70.9 20,459 70.8 -0.1 Cactus Ave Moreno Beach Dr to Quincy St 21,443 70.9 21,396 70.8 -0.1 Cottonwood Ave Crape Myrtle Dr to Kitching St 15,183 67.7 15,177 67.7 0.0 Cottonwood Ave Baneberry St to Lasselle St 16,198 67.4 16,191 67.3 -0.1 Cottonwood Ave Lasselle St to Burney Pass Dr 16,106 67.3 16,100 67.3 0.0 Cottonwood Ave Burney Pass Dr to Morrison St 14,329 66.8 14,327 66.8 0.0 Cottonwood Ave Morrison St to Letterman St 13,863 67.2 13,860 67.2 0.0 Cottonwood Ave Letterman St to Nason St 13,535 67.8 13,533 67.8 0.0 Cottonwood Ave Nason St to Oliver St 6,381 64.0 6,377 64.0 0.0 Cottonwood Ave Moreno Beach Dr to Redlands Blvd 11,148 69.1 11,015 68.5 -0.6 E Alessandro Blvd I-215 to Old 215 Frontage 50,213 77.0 50,299 77.1 0.1 Elsworth St Alessandro Blvd to Business Center Dr 20,539 71.0 20,490 70.9 -0.1 Elsworth St Business Center Dr to Goldencrest Dr 11,443 67.3 11,398 67.1 -0.2 Elsworth St Goldencrest Dr to Cactus Ave 11,443 67.7 11,398 67.5 -0.2 Eucalyptus Ave Frederick St to Kochi Dr 23,988 69.7 23,913 69.5 -0.2 Eucalyptus Ave Kochi Dr to Graham St 20,903 69.2 20,828 68.9 -0.3 Eucalyptus Ave Graham St to Sunbird Dr 22,360 69.6 22,353 69.6 0.0 Eucalyptus Ave Sunbird Dr to Running Deer Rd 22,360 69.6 22,353 69.5 -0.1 Eucalyptus Ave Running Deer Rd to Heacock St 17,234 68.1 17,226 68.1 0.0 Eucalyptus Ave Heacock St to Liberty Ln 16,981 66.3 16,975 66.3 0.0 Eucalyptus Ave Liberty Ln to Indian St 15,254 65.9 15,248 65.8 -0.1 Eucalyptus Ave Indian St to Perris Blvd 13,193 65.1 13,199 65.1 0.0 Eucalyptus Ave Perris Blvd to Foreman Ave 17,314 66.4 17,291 66.3 -0.1 Eucalyptus Ave Foreman Ave to Kitching St 15,884 66.2 15,871 66.2 0.0 Eucalyptus Ave Kitching St to Raenette Way 19,398 67.2 19,385 67.2 0.0 Eucalyptus Ave Raenette Way to Lasselle St 18,817 67.1 18,807 67.1 0.0 Eucalyptus Ave Cheyenne St to Nason St 12,014 65.5 12,013 65.5 0.0 Eucalyptus Ave Redlands Blvd to World Logistics Cir Pkwy 1,954 65.0 1,952 65.0 0.0 Frederick St Alessandro Blvd to Brodiaea Ave 4,227 64.5 4,247 64.7 0.2 Gentian Ave Heacock St to Canyonstone Dr 10,719 67.6 10,927 68.4 0.8 Gentian Ave Canyonstone Dr to Indian St 7,113 67.2 7,305 68.1 0.9 Gentian Ave Perris Blvd to Patricia St 9,918 65.8 9,908 65.7 -0.1 Gentian Ave Patricia Ln to Kitching St 11,158 65.5 11,148 65.4 -0.1 Gentian Ave Kitching St to Casa Grarde St 19,402 69.0 19,392 68.9 -0.1 Gilman Springs Rd SR 60 to Eucalyptus Ave 28,876 78.3 29,800 78.8 0.5 Kimley»Horn
. With : Without Without Project With Change in
A Project Project Project Future CNEL Roadway Segment CNEL CNEL Future (2040) (2040) (dBA at (dBA at (dBA at ADT Volumes ADT 50 feet) 50 feet) 50 feet) Volumes Alessandro Blvd Morrison St to Country Squire Dr 40,728 75.0 40,684 74.9 -0.1 Alessandro Blvd Country Squire Dr to Nason St 32,634 74.4 32,589 74.3 -0.1 Alessandro Blvd Nason St to Marian Rd 15,841 69.8 15,791 69.7 -0.1 Alessandro Blvd Marian Dr to Moreno Beach Dr 14,560 70.1 14,515 69.9 -0.2 Alessandro Blvd Moreno Beach Dr to Walnut Ct 6,312 65.1 6,265 64.8 -0.3 Alessandro Blvd Walnut Ct to Redlands Blvd 4,525 64.7 4,475 64.3 -0.4 Alessandro Blvd World Logistics Center Pkwy to Virginia St 11,114 72.0 10,441 70.4 -1.6 Alessandro Blvd Virginia St to Gilman Springs Rd 6,133 67.7 5,938 66.6 -1.1 Box Springs Road West Of Douglas Ct 19,366 70.5 19,370 70.5 0.0 Box Springs Road Douglas Ct to Clark St 19,366 70.5 19,370 70.5 0.0 Box Springs Road Clark St to Pine Cone Ln 19,366 69.3 19,370 69.4 0.1 Box Springs Road Pine Cone Ln to Day St 25,894 70.3 25,889 70.3 0.0 Cactus Ave Gilbert St to Heacock St 41,981 75.6 42,155 75.8 0.2 Cactus Ave Heacock St to Unity Ct 24,263 70.2 24,240 70.1 -0.1 Cactus Ave Unity Ct to Indian 5t 21,952 69.6 21,908 69.4 -0.2 Cactus Ave Indian St to Philo St 19,199 68.8 19,164 68.6 -0.2 Cactus Ave Philo St to Perris Blvd 19,399 68.8 19,372 68.7 -0.1 Cactus Ave Perris Blvd to Agave St 16,667 67.0 16,642 66.8 -0.2 Cactus Ave Agave St to Kitching St 14,836 66.3 14,813 66.2 -0.1 Cactus Ave Lasselle St to Nason St 27,183 71.5 27,133 71.4 -0.1 Cactus Ave Nason St to Wildmill Ln 33,343 72.0 33,292 71.9 -0.1 Cactus Ave Windmill Ln to Oliver St 16,011 69.6 15,961 69.5 -0.1 Cactus Ave Oliver St to Moreno Beach Dr 20,509 70.9 20,459 70.8 -0.1 Cactus Ave Moreno Beach Dr to Quincy St 21,443 70.9 21,396 70.8 -0.1 Cottonwood Ave Crape Myrtle Dr to Kitching St 15,183 67.7 15,177 67.7 0.0 Cottonwood Ave Baneberry St to Lasselle St 16,198 67.4 16,191 67.3 -0.1 Cottonwood Ave Lasselle St to Burney Pass Dr 16,106 67.3 16,100 67.3 0.0 Cottonwood Ave Burney Pass Dr to Morrison St 14,329 66.8 14,327 66.8 0.0 Cottonwood Ave Morrison St to Letterman St 13,863 67.2 13,860 67.2 0.0 Cottonwood Ave Letterman St to Nason St 13,535 67.8 13,533 67.8 0.0 Cottonwood Ave Nason St to Oliver St 6,381 64.0 6,377 64.0 0.0 Cottonwood Ave Moreno Beach Dr to Redlands Blvd 11,148 69.1 11,015 68.5 -0.6 E Alessandro Blvd 1-215 to Old 215 Frontage 50,213 77.0 50,299 77.1 0.1 Elsworth St Alessandro Blvd to Business Center Dr 20,539 71.0 20,490 70.9 -0.1 Elsworth St Business Center Dr to Goldencrest Dr 11,443 67.3 11,398 67.1 -0.2 Elsworth St Goldencrest Dr to Cactus Ave 11,443 67.7 11,398 67.5 -0.2 Eucalyptus Ave Frederick St to Kochi Dr 23,988 69.7 23,913 69.5 -0.2 Eucalyptus Ave Kochi Dr to Graham St 20,903 69.2 20,828 68.9 -0.3 Eucalyptus Ave Graham St to Sunbird Dr 22,360 69.6 22,353 69.6 0.0 Eucalyptus Ave Sunbird Dr to Running Deer Rd 22,360 69.6 22,353 69.5 -0.1 Eucalyptus Ave Running Deer Rd to Heacock St 17,234 68.1 17,226 68.1 0.0 Eucalyptus Ave Heacock St to Liberty Ln 16,981 66.3 16,975 66.3 0.0 Eucalyptus Ave Liberty Ln to Indian St 15,254 65.9 15,248 65.8 -0.1 Eucalyptus Ave Indian St to Perris Blvd 13,193 65.1 13,199 65.1 0.0 Eucalyptus Ave Perris Blvd to Foreman Ave 17,314 66.4 17,291 66.3 -0.1 Eucalyptus Ave Foreman Ave to Kitching St 15,884 66.2 15,871 66.2 0.0 Eucalyptus Ave Kitching St to Raenette Way 19,398 67.2 19,385 67.2 0.0 Eucalyptus Ave Raenette Way to LasselleSt 18,817 67.1 18,807 67.1 0.0 Eucalyptus Ave Cheyenne St to Nason St 12,014 65.5 12,013 65.5 0.0 Eucalyptus Ave Redlands Blvd to World Logistics Cir Pkwy 1,954 65.0 1,952 65.0 0.0 Frederick St Alessandro Blvd to Brodiaea Ave 4,227 64.5 4,247 64.7 0.2 Gentian Ave Heacock St to Canyonstone Dr 10,719 67.6 10,927 68.4 0.8 Gentian Ave Canyonstone Dr to Indian St 7,113 67.2 7,305 68.1 0.9 Gentian Ave Perris Blvd to Patricia St 9,918 65.8 9,908 65.7 -0.1 Gentian Ave Patricia Ln to Kitching St 11,158 65.5 11,148 65.4 -0.1 Gentian Ave Kitching St to Casa Grarde St 19,402 69.0 19,392 68.9 -0.1 Gilman Springs Rd SR 60 to Eucalyptus Ave 28,876 78.3 29,800 78.8 0.5 Traffic NoiseAnalysis July 2026
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Roadway Segment
Without
Project
Future (2040)
ADT Volumes
Without
Project
CNEL
(dBA at
50 feet)
With
Project
Future
(2040)
ADT
Volumes
With
Project
CNEL
(dBA at
50 feet)
Change in
CNEL
(dBA at
50 feet)
Gilman Springs Rd Eucalyptus Ave to Alessandro Blvd 29,595 78.5 30,532 79.0 0.5 Gilman Springs Rd South Of Alessandro Blvd 21,541 72.9 22,217 73.9 1.0 Graham St Sunnymead Blvd to Old Valley Dr 25,830 70.8 25,709 70.5 -0.3 Graham St Old Valley Dr to Eucalyptus Ave 27,781 71.0 27,661 70.8 -0.2 Graham St Eucalyptus Ave to Dracaea Ave 29,192 71.4 28,999 71.0 -0.4 Graham St Dracaea Ave to Sunline Dr 29,133 71.4 28,940 71.0 -0.4 Graham St Sunline Dr to Cottonwood Ave 27,766 71.2 27,575 70.8 -0.4 Graham St Cottonwood Ave to Bay Ave 22,726 70.4 22,528 69.8 -0.6 Graham St Bay Ave to Alessandro Blvd 27,237 71.1 27,039 70.6 -0.5 Graham St Alessandro Blvd to Brodiaea Ave 22,388 71.1 22,203 70.7 -0.4 Graham St Brodiaea Ave to Cactus Ave 20,071 70.3 19,936 69.9 -0.4 Heacock St Iris Ave to San Michele Rd 31,209 74.2 31,121 74.1 -0.1 Heacock St San Michele Rd to Nandina Ave 21,824 71.6 21,757 71.5 -0.1 Heacock St Nandina Ave to Harley Knox Blvd 30,056 74.5 30,221 74.6 0.1 Highland Blvd Redlands Blvd to Juniper Ave 2,971 68.4 2,967 68.4 0.0 Highland Blvd Juniper Ave to Ironwood Ave 2,916 68.5 2,912 68.5 0.0 Indian St Gentian Ave to Iris Ave 14,735 71.2 14,901 71.6 0.4 Indian St Iris Ave to Krameria Ave 15,045 73.2 15,046 73.2 0.0 Indian St South Of Krameria Ave 14,148 72.4 14,253 72.6 0.2 Indian St North Of San Michele Rd 15,827 71.6 16,058 71.9 0.3 Indian St San Michele Rd to Nandina Ave 30,218 75.9 30,142 75.8 -0.1 Indian St Nandina Ave to Grove View Rd 22,195 73.7 22,182 73.7 0.0 Indian St Grove View Rd to E Oleander Ave 25,551 75.5 25,703 75.7 0.2 Iris Ave Indian St to Emma Ln 10,665 69.3 10,371 68.3 -1.0 Iris Ave Emm A Ln to Perris Blvd 10,665 69.8 10,371 68.7 -1.1 Iris Ave Perris Blvd to Kitching St 28,968 74.8 27,399 72.4 -2.4 Iris Ave Kitching St to Lasselle St 35,690 76.8 34,126 75.2 -1.6 Iris Ave Lasselle St to Mesa Verde Dr 57,447 77.8 55,816 76.6 -1.2 Iris Ave Mesa Verde Dr to Nason St 52,979 77.6 51,348 76.3 -1.3 Iris Ave Nason St to Turnberry St 44,009 77.1 42,388 75.7 -1.4 Iris Ave Turnberry St to Oliver St 34,507 77.2 32,886 75.5 -1.7 Iris Ave Oliver St to Via Del Lago 27,721 76.7 26,102 74.8 -1.9 Ironwood Ave Graham St to Heacock St 17,451 68.1 17,453 68.1 0.0 Ironwood Ave Franklin St to Kitching St 16,221 67.6 16,222 67.6 0.0 Ironwood Ave Kitching St to Tuscola St 16,221 67.6 16,222 67.6 0.0 Ironwood Ave Tuscola St to Champlain St 16,221 67.6 16,222 67.6 0.0 Ironwood Ave Steeplechase Dr to Nason St 11,121 65.3 11,122 65.3 0.0 Ironwood Ave Nason St to Moreno Beach Dr 10,570 67.8 10,570 67.8 0.0 Ironwood Ave Redlands Blvd to Highland Blvd 1,267 59.3 1,267 59.3 0.0 Kitching St Alessandro Blvd to Brodiaea Ave 22,404 68.7 22,400 68.7 0.0 Kitching St Brodiaea Ave to Cactus Ave 19,697 67.7 19,693 67.7 0.0 Kitching St Cactus Ave to Delphinium Ave 23,400 69.3 23,397 69.3 0.0 Kitching St Delphinium Ave to John F Kennedy Dr 24,208 69.5 24,203 69.5 0.0 Kitching St John F Kennedy Dr to Gentian Ave 23,601 70.4 23,596 70.4 0.0 Kitching St Gentian Ave to Iris Ave 16,140 69.3 16,135 69.3 0.0 Kitching St South Of Iris Ave 27,830 73.0 27,830 73.0 0.0 Krameria Ave Indian St to Tarano Ln 5,080 65.2 5,023 64.8 -0.4 Krameria Ave Tarano Ln to Perris Blvd 7,881 68.0 7,674 67.1 -0.9 Krameria Ave Perris Blvd to Saddlebrook Ln 25,025 71.9 25,011 71.9 0.0 Krameria Ave Saddlebrook Ln to Kitching St 24,967 71.9 24,953 71.8 -0.1 Lasselle St Eucalyptus Ave to Dracaea Ave 16,811 68.0 16,797 67.9 -0.1 Lasselle St Dravaea Ave to Cottonwood Ave 16,772 67.9 16,758 67.9 0.0 Lasselle St Cottonwood Ave to Bay Ave 19,711 68.3 19,691 68.2 -0.1 Lasselle St Bay Ave to Alessandro Blvd 20,524 68.4 20,504 68.4 0.0 Lasselle St Brodiaea Ave to Cactus Ave 23,110 69.9 23,075 69.8 -0.1 Lasselle St Cactus Ave to John F Kennedy Dr 22,994 70.1 22,932 69.9 -0.2 Lasselle St Via Xavier to Cremello Way 32,117 71.9 32,034 71.7 -0.2 Kimley»Horn
. With : Without Without Project With Change in
A Project Project Project Future CNEL Roadway Segment CNEL CNEL Future (2040) (2040) (dBA at (dBA at (dBA at ADT Volumes ADT 50 feet) 50 feet) 50 feet) Volumes Gilman Springs Rd Eucalyptus Ave to Alessandro Blvd 29,595 78.5 30,532 79.0 0.5 Gilman Springs Rd South Of Alessandro Blvd 21,541 72.9 22,217 73.9 1.0 Graham St Sunnymead Blvd to Old Valley Dr 25,830 70.8 25,709 70.5 -0.3 Graham St Old Valley Dr to Eucalyptus Ave 27,781 71.0 27,661 70.8 -0.2 Graham St Eucalyptus Ave to Dracaea Ave 29,192 71.4 28,999 71.0 -0.4 Graham St Dracaea Ave to Sunline Dr 29,133 71.4 28,940 71.0 -0.4 Graham St Sunline Dr to Cottonwood Ave 27,766 71.2 27,575 70.8 -0.4 Graham St Cottonwood Ave to Bay Ave 22,726 70.4 22,528 69.8 -0.6 Graham St Bay Ave to Alessandro Blvd 27,237 71.1 27,039 70.6 -0.5 Graham St Alessandro Blvd to Brodiaea Ave 22,388 71.1 22,203 70.7 -0.4 Graham St Brodiaea Ave to Cactus Ave 20,071 70.3 19,936 69.9 -0.4 Heacock St Iris Ave to San Michele Rd 31,209 74.2 31,121 74.1 -0.1 Heacock St San Michele Rd to Nandina Ave 21,824 71.6 21,757 71.5 -0.1 Heacock St Nandina Ave to Harley Knox Blvd 30,056 74.5 30,221 74.6 0.1 Highland Blvd Redlands Blvd to Juniper Ave 2,971 68.4 2,967 68.4 0.0 Highland Blvd Juniper Ave to Ironwood Ave 2,916 68.5 2,912 68.5 0.0 Indian St Gentian Ave to Iris Ave 14,735 71.2 14,901 71.6 0.4 Indian St Iris Ave to Krameria Ave 15,045 73.2 15,046 73.2 0.0 Indian St South Of Krameria Ave 14,148 72.4 14,253 72.6 0.2 Indian St North Of San Michele Rd 15,827 71.6 16,058 71.9 0.3 Indian St San Michele Rd to Nandina Ave 30,218 75.9 30,142 75.8 -0.1 Indian St Nandina Ave to Grove View Rd 22,195 73.7 22,182 73.7 0.0 Indian St Grove View Rd to E Oleander Ave 25,551 75.5 25,703 75.7 0.2 Iris Ave Indian St to Emma Ln 10,665 69.3 10,371 68.3 -1.0 Iris Ave Emm A Ln to Perris Blvd 10,665 69.8 10,371 68.7 -1.1 Iris Ave Perris Blvd to Kitching St 28,968 74.8 27,399 72.4 -2.4 Iris Ave Kitching St to Lasselle St 35,690 76.8 34,126 75.2 -1.6 Iris Ave Lasselle St to Mesa Verde Dr 57,447 77.8 55,816 76.6 -1.2 Iris Ave Mesa Verde Dr to Nason St 52,979 77.6 51,348 76.3 -1.3 Iris Ave Nason St to Turnberry St 44,009 77.1 42,388 75.7 -1.4 Iris Ave Turnberry St to Oliver St 34,507 77.2 32,886 75.5 -1.7 Iris Ave Oliver St to Via Del Lago 27,721 76.7 26,102 74.8 -1.9 Ironwood Ave Graham St to Heacock St 17,451 68.1 17,453 68.1 0.0 Ironwood Ave Franklin St to Kitching St 16,221 67.6 16,222 67.6 0.0 Ironwood Ave Kitching St to Tuscola St 16,221 67.6 16,222 67.6 0.0 Ironwood Ave Tuscola St to Champlain St 16,221 67.6 16,222 67.6 0.0 Ironwood Ave Steeplechase Dr to Nason St 11,121 65.3 11,122 65.3 0.0 Ironwood Ave Nason St to Moreno Beach Dr 10,570 67.8 10,570 67.8 0.0 Ironwood Ave Redlands Blvd to Highland Blvd 1,267 59.3 1,267 59.3 0.0 Kitching St Alessandro Blvd to Brodiaea Ave 22,404 68.7 22,400 68.7 0.0 Kitching St Brodiaea Ave to Cactus Ave 19,697 67.7 19,693 67.7 0.0 Kitching St Cactus Ave to Delphinium Ave 23,400 69.3 23,397 69.3 0.0 Kitching St Delphinium Ave to John F Kennedy Dr 24,208 69.5 24,203 69.5 0.0 Kitching St John F Kennedy Dr to Gentian Ave 23,601 70.4 23,596 70.4 0.0 Kitching St Gentian Ave to Iris Ave 16,140 69.3 16,135 69.3 0.0 Kitching St South Of Iris Ave 27,830 73.0 27,830 73.0 0.0 Krameria Ave Indian St to Tarano Ln 5,080 65.2 5,023 64.8 -0.4 Krameria Ave Tarano Ln to Perris Blvd 7,881 68.0 7,674 67.1 -0.9 Krameria Ave Perris Blvd to Saddlebrook Ln 25,025 71.9 25,011 71.9 0.0 Krameria Ave Saddlebrook Ln to Kitching St 24,967 71.9 24,953 71.8 -0.1 Lasselle St Eucalyptus Ave to Dracaea Ave 16,811 68.0 16,797 67.9 -0.1 Lasselle St Dravaea Ave to Cottonwood Ave 16,772 67.9 16,758 67.9 0.0 Lasselle St Cottonwood Ave to Bay Ave 19,711 68.3 19,691 68.2 -0.1 Lasselle St Bay Ave to Alessandro Blvd 20,524 68.4 20,504 68.4 0.0 Lasselle St Brodiaea Ave to Cactus Ave 23,110 69.9 23,075 69.8 -0.1 Lasselle St Cactus Ave to John F Kennedy Dr 22,994 70.1 22,932 69.9 -0.2 Lasselle St Via Xavier to Cremello Way 32,117 71.9 32,034 71.7 -0.2 Traffic NoiseAnalysis July 2026
City of Moreno Valley Page 8 of 11
2244
Traffic Noise Analysis July 2026
City of Moreno Valley Page 9 of 11
Roadway Segment
Without
Project
Future (2040)
ADT Volumes
Without
Project
CNEL
(dBA at
50 feet)
With
Project
Future
(2040)
ADT
Volumes
With
Project
CNEL
(dBA at
50 feet)
Change in
CNEL
(dBA at
50 feet)
Lasselle St Cremello Way to E Oleander Ave 35,058 69.7 34,981 69.5 -0.2 Moreno Beach Dr SR 60 to Eycalyptus Ave 41,697 77.2 41,440 76.9 -0.3 Moreno Beach Dr Eucalyptus Ave to Trail Ridge Way 42,100 77.2 41,843 76.9 -0.3 Moreno Beach Dr Trail Ridge Way to Auto Mall Dr 38,680 76.6 38,423 76.3 -0.3 Moreno Beach Dr Auto Mall Dr to Cottonwood Ave 36,941 76.4 36,684 76.0 -0.4 Moreno Beach Dr Cottonwood Ave to Bay Ave 42,094 76.9 41,708 76.4 -0.5 Moreno Beach Dr Bay Ave to Alessandro Blvd 40,643 76.8 40,258 76.3 -0.5 Moreno Beach Dr Alessandro Blvd to Brodiaea Ave 41,521 76.4 41,134 75.9 -0.5 Moreno Beach Dr Brodiaea Ave to Cactus Ave 41,521 74.7 41,134 74.2 -0.5 Moreno Beach Dr Cactus Ave to John F Kennedy Dr 23,346 73.1 22,961 72.3 -0.8 Moreno Beach Dr John F Kennedy Dr to Via Del Lago 40,094 76.9 38,472 75.5 -1.4 Morrison St Cottonwood Ave to Bay Ave 13,856 66.8 13,846 66.8 0.0 Morrison St Bay Ave to Alessandro Blvd 14,094 66.9 14,084 66.9 0.0 Nandina Ave Heacock St to Indian St 7,845 69.3 7,970 69.6 0.3 Nason St Ironwood Ave to SR 60 13,979 67.2 13,976 67.2 0.0 Nason St SR 60 to Fir Ave 29,575 71.5 29,566 71.5 0.0
Nason St Fir Ave to Eucalyptus Ave 24,411 70.6 24,404 70.6 0.0 Nason St Eucalyptus Ave to Dracaea Ave 24,758 70.7 24,751 70.7 0.0 Nason St Dracaea Ave to Cottonwood Ave 24,758 70.3 24,751 70.3 0.0 Nason St Alessandro Blvd to Cactus Ave 34,207 71.2 34,196 71.1 -0.1 Nason St Cactus Ave to Iris Ave 15,475 67.6 15,464 67.6 0.0 Oliver St Cactus Ave to Rockwood Ave 16,353 69.4 16,352 69.4 0.0 Oliver St Rockwood Ave to John F Kennedy Dr 15,572 69.0 15,572 69.0 0.0 Oliver St John F Kennedy Dr to Iris Ave 14,390 68.2 14,389 68.2 0.0 Perris Blvd Manzanita Ave to Jaclyn Ave 17,510 69.8 17,489 69.7 -0.1 Perris Blvd Ironwood Ave to Hemlock Ave 37,974 73.4 37,951 73.3 -0.1 Perris Blvd John F Kennedy Dr to Filaree Ave 45,840 75.7 45,752 75.6 -0.1 Redlands Blvd North Of Locust Ave 29,210 73.9 29,137 73.8 -0.1 Redlands Blvd SR 60 to Eucalyptus Ave 24,701 73.0 24,575 72.7 -0.3 San Michele Rd Heacock St to Indian St 8,567 68.4 8,556 68.3 -0.1 Sunnymead Ranch
Pkwy Pigeon Pass Rd to Lake Vista Rd 2,350 59.2 2,350 59.2 0.0 Theodore St Ironwood Ave to SR 60 3,783 69.3 3,779 69.3 0.0 Via Del Lago Iris Ave to Alta Calle 15,001 69.3 14,997 69.3 0.0 Via Del Lago South Of Alta Calle 2,290 59.3 2,287 59.2 -0.1 Note: Totals may not add up exactly due to rounding in modeling calculations. Detailed calculations are provided in Appendix A.
See Appendix A for traffic noise level changes along all routes studied.
Table 3: Freeway Segments with Potentially Significant Traffic Noise Increases Roadway Segment
Without
Project
Future
(2040) ADT
Volumes
Without
Project
CNEL (dBA
at 50 feet)
With
Project
Future
(2040)
ADT
Volumes
With
Project
CNEL
(dBA at
50 feet)
Change
in CNEL
(dBA at
50 feet)
SR 60 Pigeon Pass Rd to Heacock St 122,283 84.2 123,912 84.6 0.4 SR 60 Heacock St to Perris Blvd 126,695 84.4 128,183 84.7 0.3 SR 60 Perris Blvd to Nason St 112,163 84.2 113,627 84.4 0.2 SR 60 Nason St to Moreno Beach Dr 104,453 85.5 105,918 85.8 0.3 SR 60 Moreno Beach Dr to Redlands Blvd 94,973 83.9 96,236 84.2 0.3 SR 60 Redlands Blvd to World Logistics Ctr
Pkwy 94,057 83.5 95,301 83.7 0.2
Note: Totals may not add up exactly due to rounding in modeling calculations. Detailed calculations are provided in Appendix A.
See Appendix A for traffic noise level changes along all routes studied.
Kimley»Horn
. With : Without Without Project With Change in
A Project Project Project Future CNEL Roadway Segment CNEL CNEL Future (2040) (2040) (dBA at (dBA at (dBA at ADT Volumes ADT 50 feet) 50 feet) 50 feet) Volumes Lasselle St Cremello Way to E Oleander Ave 35,058 69.7 34,981 69.5 -0.2 Moreno Beach Dr SR 60 to Eycalyptus Ave 41,697 77.2 41,440 76.9 -0.3 Moreno Beach Dr Eucalyptus Ave to Trail Ridge Way 42,100 77.2 41,843 76.9 -0.3 Moreno Beach Dr Trail Ridge Way to Auto Mall Dr 38,680 76.6 38,423 76.3 -0.3 Moreno Beach Dr Auto Mall Dr to Cottonwood Ave 36,941 76.4 36,684 76.0 -0.4 Moreno Beach Dr Cottonwood Ave to Bay Ave 42,094 76.9 41,708 76.4 -0.5 Moreno Beach Dr Bay Ave to Alessandro Blvd 40,643 76.8 40,258 76.3 -0.5 Moreno Beach Dr Alessandro Blvd to Brodiaea Ave 41,521 76.4 41,134 75.9 -0.5 Moreno Beach Dr Brodiaea Ave to Cactus Ave 41,521 74.7 41,134 74.2 -0.5 Moreno Beach Dr Cactus Ave to John F Kennedy Dr 23,346 73.1 22,961 72.3 -0.8 Moreno Beach Dr John F Kennedy Dr to Via Del Lago 40,094 76.9 38,472 75.5 -1.4 Morrison St Cottonwood Ave to Bay Ave 13,856 66.8 13,846 66.8 0.0 Morrison St Bay Ave to Alessandro Blvd 14,094 66.9 14,084 66.9 0.0 Nandina Ave Heacock St to Indian St 7,845 69.3 7,970 69.6 0.3 Nason St Ironwood Ave to SR 60 13,979 67.2 13,976 67.2 0.0 Nason St SR 60 to Fir Ave 29,575 71.5 29,566 71.5 0.0 Nason St Fir Ave to Eucalyptus Ave 24,411 70.6 24,404 70.6 0.0 Nason St Eucalyptus Ave to Dracaea Ave 24,758 70.7 24,751 70.7 0.0 Nason St Dracaea Ave to Cottonwood Ave 24,758 70.3 24,751 70.3 0.0 Nason St Alessandro Blvd to Cactus Ave 34,207 71.2 34,196 71.1 -0.1 Nason St Cactus Ave to Iris Ave 15,475 67.6 15,464 67.6 0.0 Oliver St Cactus Ave to Rockwood Ave 16,353 69.4 16,352 69.4 0.0 Oliver St Rockwood Ave to John F Kennedy Dr 15,572 69.0 15,572 69.0 0.0 Oliver St John F Kennedy Dr to Iris Ave 14,390 68.2 14,389 68.2 0.0 Perris Blvd Manzanita Ave to Jaclyn Ave 17,510 69.8 17,489 69.7 -0.1 Perris Blvd Ironwood Ave to Hemlock Ave 37,974 73.4 37,951 73.3 -0.1 Perris Blvd John F Kennedy Dr to Filaree Ave 45,840 75.7 45,752 75.6 -0.1 Redlands Blvd North Of Locust Ave 29,210 73.9 29,137 73.8 -0.1 Redlands Blvd SR 60 to Eucalyptus Ave 24,701 73.0 24,575 72.7 -0.3 San Michele Rd Heacock St to Indian St 8,567 68.4 8,556 68.3 -0.1 Sunnymead Ranch Pkwy Pigeon Pass Rd to LakeVista Rd 2,350 59:2 2,350 59:2 0.0 Theodore St Ironwood Ave to SR 60 3,783 69.3 3,779 69.3 0.0 Via Del Lago Iris Ave to Alta Calle 15,001 69.3 14,997 69.3 0.0 Via Del Lago South Of Alta Calle 2,290 59.3 2,287 59.2 -0.1 Note: Totals may not add up exactly due to rounding in modeling calculations. Detailed calculations are provided in Appendix A.
SeeAppendix A for traffic noise level changes along all routes studied.
Table 3: FreewaySegmentswith Potentially Significant Traffic Noise Increases . With . Without . . With
. Without Project . Change Project . Project . Roadway Segment Future Project Future CNEL in CNEL CNEL (dBA | (2040) (dBA at (2040) ADT (dBA at at 50 feet) ADT 50 feet) Volumes 50 feet) Volumes SR 60 Pigeon Pass Rd to Heacock St 122,283 84.2 123,912 84.6 0.4 SR 60 Heacock St to Perris Blvd 126,695 84.4 128,183 84.7 0.3 SR 60 Perris Blvd to Nason St 112,163 84.2 113,627 84.4 0.2 SR 60 Nason St to Moreno Beach Dr 104,453 85.5 105,918 85.8 0.3 SR 60 Moreno Beach Dr to Redlands Blvd 94,973 83.9 96,236 84.2 0.3 SR 60 Redlands Blvd ee Logistics Ctr 94,057 23.5 95,301 23.7 0.2 Note: Totals may not add up exactly due to rounding in modeling calculations. Detailed calculations are provided in Appendix A.
SeeAppendix A for traffic noise level changes along all routes studied.
Traffic NoiseAnalysis
City of Moreno Valley
July 2026
2245
COLLEGE
DR
ALESSANDRO BLVD
MORENO
BEACH DR
DAY ST
SUNNYMEAD BLVD HEACOCK ST
PERRIS BLVD
PIGEON PASS RD
N PERRIS BLVD
FREDERICK ST
REDLANDS BLVD
LASSELLE ST
NASON ST
IRIS AVE
EUCALYPTUS AVE
CACTUS AVE
RECHE
CANYON RD
RECHE
VISTA DR
JOHN F KENNEDY DR
WORLD LOGISTICS PARKWAY
Legend
Remaining Truck Routes
World Logistics Center
Specific Plan Truck
Routes
City of Moreno Valley
Sphere of Influence
CNEL
60 dB CNEL
65 dB CNEL
70 dB CNEL
EUCALYPTUS AVE
FIGURE 4: Noise Contour Map
TRAFFIC NOISE ANALYSIS
RECHE
VISTADR;
RECHE,
lo CANYONRp
2 fin
25 S and 5) =
< pr—
SUNNYMEADIBLYD n)
2 2
[=] E EUCALYPTUSAVE, dl [ 2 —EUCALYPTUS. AVE. "= &
= 3 a ¢} 7 1) ¥ = 2g ES I= - Z 2, 5
A © = £3 [= 8
& = A Ong Se—" S
H o = El x 2 1] z @ 2 a 9 AIESSANDRO-BLYD 2 2
etd Zz =
= CACTUS. AVE.
5 UOHNF KENNEDYDR J — |al
[Zi 3
1s A ELCOMIEGE
DR
N-PERRIS.BLVD. ]
Legend
== Remaining Truck Routes _—
World Logistics Center = Specific Plan Truck Routes yd
[1] city of Moreno Valley J Sphere of Influence CNEL
[J 60 dB CNEL
I s5 dB CNEL
I 70 dB CNEL
FIGURE4: Noise Contour Map
TRAFFICNOISEANALYSIS
Kimley»Horn 2246
Traffic Noise Analysis July 2026
City of Moreno Valley Page 11 of 11
Conclusion
Based on the methodology and assumptions, the analysis provides a roadway-specific assessment of how the City’s proposed truck prohibitions on internal streets affect traffic noise along segments with potentially significant traffic noise increases. As shown in Table 2 and Table 3, the With Project scenario would not increase traffic noise by more than 1.0 dBA along any roadway or freeway segment analyzed. Additionally, many roadway segments would have reduced traffic noise levels as compared to the 2024 GPU analysis, as a result of the Project (truck routes circulation update). Therefore, because the human ear doesn’t hear a noise increase of less than 3 dBA, the increase in traffic noise would not be perceptible.
Kimley»Horn
Conclusion
Based on the methodology and assumptions, the analysis provides a roadway-specific assessment of how the City’s proposed truck prohibitions on internal streets affect traffic noise along segments with potentially significant traffic noise increases. As shown in Table 2 and Table 3, the With Project scenario would not increase traffic noise by more than 1.0 dBA along any roadway or freeway segment analyzed. Additionally, many roadway segments would have reduced traffic noise levels as compared to the 2024 GPU analysis, as a result of the Project (truck routes circulation update). Therefore, because the human ear doesn’t hear a noise increase of less than 3 dBA, the increase in traffic noise would not be perceptible.
Traffic NoiseAnalysis July 2026
City of Moreno Valley Page11of 11
2247
Appendix A: Modeling Results
2248
FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name: Moreno Valley General Plan Addendum
Project Number:
Scenario: Horizon Year Plus Project
Ldn/CNEL: CNEL
Assumed 24-Hour Traffic Distribution: Day Evening Night Total ADT Volumes 77.70% 12.70% 9.60%
Medium-Duty Trucks 87.43% 5.05% 7.52%
Heavy-Duty Trucks 89.10% 2.84% 8.06%
Vehicle Mix
Median ADT Speed Alpha Medium Heavy CNEL at
# Roadway Segment Lanes Width Volume (mph) Factor 50 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 1 ALESSANDRO BLVD OLD 215 FRONTAGE ROAD TO DAY ST 6 20 50,418 50 0.5 2.7% 1.6% 78.1 174 376 810 1,744 2 ALESSANDRO BLVD DAY ST TO ELSWORTH ST 6 15 46,641 50 0.5 2.7% 1.6% 77.2 151 325 701 1,510 3 ALESSANDRO BLVD ELSWORTH ST TO COURAGE ST 6 18 46,183 50 0.5 2.0% 1.2% 77.0 146 313 675 1,455 4 ALESSANDRO BLVD COURAGE ST TO FREDERICK ST 6 15 44,236 50 0.5 2.0% 1.2% 76.4 134 289 624 1,343 5 ALESSANDRO BLVD FREDRICK ST TO GRAHAM ST 6 18 42,312 45 0.5 1.7% 1.0% 75.3 112 241 520 1,121 6 ALESSANDRO BLVD GRAHAM ST TO HEACOCK ST 6 18 40,505 45 0.5 1.4% 0.8% 74.7 103 223 480 1,033 7 ALESSANDRO BLVD HEACOCK ST TO INDIAN ST 6 18 43,381 45 0.5 1.3% 0.7% 74.9 107 230 496 1,069 8 ALESSANDRO BLVD INDIAN ST TO PERRIS BLVD 6 18 40,856 45 0.5 1.3% 0.7% 74.7 102 220 474 1,022 9 ALESSANDRO BLVD PERRIS BLVD TO FLAMING ARROW DR 6 18 45,136 50 0.5 1.2% 0.7% 76.1 128 276 596 1,283 10 ALESSANDRO BLVD FLAMING ARROW DR TO KITCHING ST 6 18 48,264 50 0.5 1.1% 0.7% 76.4 133 287 619 1,334 11 ALESSANDRO BLVD KITCHING ST TO CHARA ST 6 13 46,580 50 0.5 1.4% 0.8% 75.9 123 265 571 1,231 12 ALESSANDRO BLVD CHARA ST TO LASSELLE ST 6 13 44,864 50 0.5 1.4% 0.8% 75.7 120 259 558 1,201 13 ALESSANDRO BLVD LASSELLE ST TO DARWIN DR 6 13 44,718 50 0.5 1.3% 0.8% 75.6 119 256 552 1,189 14 ALESSANDRO BLVD DARWIN DR TO MORRISON ST 6 9 44,022 50 0.5 1.3% 0.8% 75.2 112 241 519 1,118 15 ALESSANDRO BLVD MORRISON ST TO COUNTRY SQUIRE DR 6 10 40,684 50 0.5 1.3% 0.7% 74.9 107 230 495 1,065 16 ALESSANDRO BLVD COUNTRY SQUIRE DR TO NASON ST 6 14 32,589 50 0.5 1.2% 0.7% 74.3 96 207 447 963 17 ALESSANDRO BLVD NASON ST TO MARIAN RD 4 0 15,791 50 0.5 2.0% 1.1% 69.7 48 103 221 476 18 ALESSANDRO BLVD MARIAN DR TO MORENO BEACH DR 4 15 14,515 50 0.5 2.1% 1.2% 69.9 - 107 230 496 19 ALESSANDRO BLVD MORENO BEACH DR TO WALNUT CT 4 0 6,265 40 0.5 3.6% 2.1% 64.8 - 49 105 225 20 ALESSANDRO BLVD WALNUT CT TO REDLANDS BLVD 4 0 4,475 40 0.5 5.1% 2.9% 64.3 - 45 96 208 21 ALESSANDRO BLVD REDLANDS TO WORLD LOGISTICS CENTER PKWY 4 0 4,382 40 0.5 6.7% 3.9% 65.1 - 50 109 234 22 ALESSANDRO BLVD WORLD LOGISTICS CENTER PKWY TO VIRGINIA ST 4 0 10,441 50 0.5 6.3% 3.6% 70.4 53 115 248 533 23 ALESSANDRO BLVD VIRGINIA ST TO GILMAN SPRINGS RD 2 0 5,938 50 0.5 4.3% 2.5% 66.6 - 64 137 296 24 BOX SPRINGS ROAD WEST OF DOUGLAS CT 4 11 19,370 50 0.5 1.4% 0.8% 70.5 54 116 249 537 25 BOX SPRINGS ROAD DOUGLAS CT TO CLARK ST 4 11 19,370 50 0.5 1.4% 0.8% 70.5 54 116 249 537 26 BOX SPRINGS ROAD CLARK ST TO PINE CONE LN 4 11 19,370 45 0.5 1.4% 0.8% 69.4 - 98 210 453 27 BOX SPRINGS ROAD PINE CONE LN TO DAY ST 4 11 25,889 45 0.5 1.1% 0.6% 70.3 52 112 242 522 28 CACTUS AVE WEST OF COMMERCE CENTER DR 6 11 55,313 50 0.5 3.3% 1.9% 77.9 169 364 784 1,690 29 CACTUS AVE COMMERCE CENTER DR TO ELSWORTH ST 5 11 55,313 50 0.5 3.3% 1.9% 77.0 147 317 684 1,473 30 CACTUS AVE ELSWORTH TO NEWHOPE ST 6 11 40,509 50 0.5 3.8% 2.2% 76.9 144 310 668 1,439 31 CACTUS AVE NEWHOPE ST TO FREDRICK ST 6 11 40,509 50 0.5 3.8% 2.2% 76.9 144 310 668 1,439 32 CACTUS AVE FREDRICK ST TO GRAHAM ST 6 11 39,381 45 0.5 3.8% 2.2% 75.8 122 263 566 1,220 33 CACTUS AVE GRAHAM ST TO GILBERT ST 6 11 45,668 45 0.5 3.7% 2.2% 76.4 133 287 618 1,332 34 CACTUS AVE GILBERT ST TO HEACOCK ST 6 11 42,155 45 0.5 3.4% 1.9% 75.8 121 262 564 1,215 35 CACTUS AVE HEACOCK ST TO UNITY CT 4 11 24,240 45 0.5 1.2% 0.7% 70.1 51 109 236 508
2249
Vehicle Mix
Median ADT Speed Alpha Medium Heavy CNEL at
# Roadway Segment Lanes Width Volume (mph) Factor 50 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 36 CACTUS AVE UNITY CT TO INDIAN ST 4 11 21,908 45 0.5 1.0% 0.6% 69.4 - 99 213 459 37 CACTUS AVE INDIAN ST TO PHILO ST 4 11 19,164 45 0.5 0.8% 0.5% 68.6 - 87 188 405 38 CACTUS AVE PHILO ST TO PERRIS BLVD 4 11 19,372 45 0.5 0.8% 0.5% 68.7 - 88 189 407 39 CACTUS AVE PERRIS BLVD TO AGAVE ST 4 11 16,642 40 0.5 0.9% 0.5% 66.8 - 66 143 307 40 CACTUS AVE AGAVE ST TO KITCHING ST 4 11 14,813 40 0.5 0.8% 0.5% 66.2 - 60 130 280 41 CACTUS AVE KITCHING ST TO REDWING DR 2 11 18,148 40 0.5 0.9% 0.5% 66.6 - 63 137 295 42 CACTUS AVE REDWING DR TO LASSELLE ST 2 11 18,572 40 0.5 0.8% 0.5% 66.5 - 63 136 294 43 CACTUS AVE LASSELLE ST TO NASON ST 4 11 27,133 50 0.5 0.8% 0.5% 71.4 62 133 286 617 44 CACTUS AVE NASON ST TO WILDMILL LN 4 0 33,292 50 0.5 0.8% 0.5% 71.9 67 144 310 668 45 CACTUS AVE WINDMILL LN TO OLIVER ST 4 10 15,961 50 0.5 1.3% 0.7% 69.5 - 99 213 460 46 CACTUS AVE OLIVER ST TO MORENO BEACH DR 4 11 20,459 50 0.5 1.5% 0.9% 70.8 56 121 261 562 47 CACTUS AVE MORENO BEACH DR TO QUINCY ST 4 0 21,396 50 0.5 1.7% 1.0% 70.8 56 121 261 563 48 CACTUS AVE QUINCY ST TO JOHN F KENNEDY DR 4 0 7,446 50 0.5 3.7% 2.1% 67.6 - 75 161 348 49 CACTUS AVE EAST OF JOHN F KENNEDY DR 4 0 13,230 50 0.5 7.4% 4.3% 71.9 67 145 313 673 50 CORPORATE CENTRE PL CANYON SPRINGS PKWY TO CAMPUS PKWY 6 12 11,359 35 0.5 2.1% 1.2% 66.9 - 67 144 310 51 CORPORATE CENTRE PL CAMPUS PKWY TO VALLEY SPRINGS PKWY 6 12 10,323 35 0.5 2.4% 1.4% 66.7 - 65 139 300 52 COTTONWOOD AVE OLD 215 FRONTAGE RD TO EDGEMONT ST 2 0 4,432 40 0.5 2.9% 1.7% 62.4 - 33 72 155 53 COTTONWOOD AVE EDGEMONT ST TO DAY ST 2 0 2,172 40 0.5 0.9% 0.5% 57.3 - - 33 71 54 COTTONWOOD AVE DAY ST TO ELSWORTH ST 2 12 2,613 40 0.5 1.0% 0.6% 58.3 - - 38 83 55 COTTONWOOD AVE ELSWORTH ST TO PAN AM BLVD 2 13 3,730 40 0.5 0.6% 0.3% 59.3 - - 45 97 56 COTTONWOOD AVE PAN AM BLVD TO FREDRICK ST 2 13 6,094 40 0.5 0.5% 0.3% 61.3 - - 61 132 57 COTTONWOOD AVE FREDRICK ST TO DUNHILL DR 4 12 10,866 40 0.5 0.8% 0.5% 64.9 - - 106 228 58 COTTONWOOD AVE DUNHILL DR TO GRAHAM ST 4 12 10,397 40 0.5 0.7% 0.4% 64.6 - - 101 218 59 COTTONWOOD AVE GRAHAM ST TO RUNDELL DR 4 13 19,437 45 0.5 1.0% 0.6% 69.0 - 93 200 431 60 COTTONWOOD AVE RUNDELL DR TO HEACOCK ST 4 13 18,896 45 0.5 1.0% 0.5% 68.8 - 90 193 416 61 COTTONWOOD AVE HEACOCK ST TO CHESHIRE DR 2 12 14,557 45 0.5 0.9% 0.5% 66.9 - 67 144 310 62 COTTONWOOD AVE CHESHIRE DR TO INDIAN ST 2 13 13,685 45 0.5 0.8% 0.5% 66.6 - 64 137 296 63 COTTONWOOD AVE INDIAN ST TO SEARSON DR 2 12 13,982 45 0.5 0.9% 0.5% 66.7 - 65 140 301 64 COTTONWOOD AVE SEARSON DR TO PERRIS BLVD 2 12 13,768 45 0.5 0.9% 0.5% 66.7 - 65 140 301 65 COTTONWOOD AVE PERRIS BLVD TO CRAPE MYRTLE DR 2 0 13,379 45 0.5 0.9% 0.5% 66.4 - 62 133 286 66 COTTONWOOD AVE CRAPE MYRTLE DR TO KITCHING ST 4 12 15,177 45 0.5 0.8% 0.5% 67.7 - 75 162 349 67 COTTONWOOD AVE KITCHING ST TO BANEBERRY ST 4 12 16,260 45 0.5 0.8% 0.5% 67.9 - 78 169 364 68 COTTONWOOD AVE BANEBERRY ST TO LASSELLE ST 3 5 16,191 45 0.5 0.8% 0.5% 67.3 - 72 155 333 69 COTTONWOOD AVE LASSELLE ST TO BURNEY PASS DR 3 0 16,100 45 0.5 0.8% 0.5% 67.3 - 71 153 329 70 COTTONWOOD AVE BURNEY PASS DR TO MORRISON ST 3 0 14,327 45 0.5 0.9% 0.5% 66.8 - 66 143 308 71 COTTONWOOD AVE MORRISON ST TO LETTERMAN ST 3 13 13,860 45 0.5 1.1% 0.6% 67.2 - 70 151 325 72 COTTONWOOD AVE LETTERMAN ST TO NASON ST 3 8 13,533 45 0.5 1.9% 1.1% 67.8 - 77 166 357 73 COTTONWOOD AVE NASON ST TO OLIVER ST 2 0 6,377 45 0.5 1.7% 1.0% 64.0 - 43 92 198 74 COTTONWOOD AVE OLIVER ST TO MORENO BEACH DR 2 0 5,352 45 0.5 1.9% 1.1% 63.5 - 40 85 183 75 COTTONWOOD AVE MORENO BEACH DR TO REDLANDS BLVD 2 15 11,015 55 0.5 1.5% 0.9% 68.5 40 86 185 399 76 DAY ST BOX SPRINGS RD TO SR-60 4 14 19,915 40 0.5 1.4% 0.8% 68.3 - 83 179 385 77 DAY ST SR-60 TO RAMP 4 14 28,589 40 0.5 2.3% 1.3% 70.8 57 122 263 566 78 DAY ST SR-60 RAMP TO CANYON SPRINGS PKWY 6 10 41,189 40 0.5 2.7% 1.6% 74.0 93 199 430 925 79 DAY ST CANYON SPRINGS PKWY TO CAMPUS PKWY 7 15 29,831 40 0.5 2.9% 1.7% 75.2 111 239 516 1,111 80 DAY ST CAMPUS PKWY TO GATEWAY DR 6 9 13,360 40 0.5 1.3% 0.8% 67.7 - 76 163 352 81 DAY ST GATEWAY DR TO EUCALYPTUS AVE 6 13 9,344 40 0.5 2.4% 1.4% 67.6 - 74 160 344 82 DAY ST EUCALYPTUS AVE TO DRACAEA AVE 2 11 6,400 40 0.5 1.8% 1.0% 63.1 - - 80 172
2250
Vehicle Mix
Median ADT Speed Alpha Medium Heavy CNEL at
# Roadway Segment Lanes Width Volume (mph) Factor 50 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 83 DAY ST DRACAEA AVE TO COTTONWOOD AVE 2 11 7,436 40 0.5 1.6% 0.9% 63.5 - 40 86 186 84 DAY ST COTTONWOOD AVE TO BRILL RD 2 0 6,289 35 0.5 1.8% 1.0% 61.6 - - 64 137 85 DAY ST BRILL RD TO BAY AVE 2 0 7,403 35 0.5 2.3% 1.3% 62.9 - 36 78 167 86 DAY ST BAY AVE TO ALESSANDRO BLVD 2 0 7,338 35 0.5 2.3% 1.3% 62.8 - 36 77 166 87 DRACAEA AVE HEACOCK ST TO INDIAN ST 2 0 800 35 0.5 0.6% 0.4% 51.1 - - - - 88 DRACAEA AVE INDIAN ST TO MORENO WAY 2 0 1,948 35 0.5 0.9% 0.5% 55.3 - - - 52 89 DRACAEA AVE MORENO WAY TO PERRIS BLVD 2 0 1,846 35 0.5 0.7% 0.4% 54.7 - - - 48 90 DRACAEA AVE PERRIS BLVD TO PATRICIA LN 2 0 3,755 35 0.5 1.2% 0.7% 58.6 - - 40 87 91 DRACAEA AVE PATRICIA LN TO KITCHING ST 2 0 1,814 35 0.5 0.6% 0.3% 54.5 - - - 46 92 DRACAEA AVE KITCHING ST TO PEPPERBUSH DR 2 0 1,989 35 0.5 0.4% 0.2% 54.6 - - - 47 93 DRACAEA AVE PEPPERBUSH DR TO LASSELLE ST 2 0 576 35 0.5 0.5% 0.3% 49.4 - - - - 94 E ALESSANDRO BLVD I-215 TO OLD 215 FRONTAGE 6 12 50,299 50 0.5 2.6% 1.5% 77.1 149 321 692 1,492 95 ELSWORTH ST EUCALYPTUS AVE TO DRACAEA AVE 2 12 5,906 40 0.5 1.6% 0.9% 62.5 - - 74 159 96 ELSWORTH ST DRACAEA AVE TO FRINGE ST 2 12 7,390 40 0.5 1.4% 0.8% 63.3 - 38 82 178 97 ELSWORTH ST FRINGE ST TO COTTONWOOD AVE 2 0 10,881 40 0.5 1.1% 0.6% 64.4 - 46 99 213 98 ELSWORTH ST COTTONWOOD AVE TO ELLA AVE 2 0 8,399 35 0.5 1.2% 0.7% 62.2 - 32 70 150 99 ELSWORTH ST ELLA AVE TO BAY AVE 2 0 6,171 35 0.5 1.5% 0.9% 61.1 - - 60 128 100 ELSWORTH ST BAY AVE TO ALESSANDRO BLVD 2 0 6,105 35 0.5 1.5% 0.9% 61.1 - - 59 128 101 ELSWORTH ST ALESSANDRO BLVD TO BUSINESS CENTER DR 3 12 20,490 45 0.5 3.4% 2.0% 70.9 57 123 265 571 102 ELSWORTH ST BUSINESS CENTER DR TO GOLDENCREST DR 3 12 11,398 45 0.5 1.9% 1.1% 67.1 - 69 149 321 103 ELSWORTH ST GOLDENCREST DR TO CACTUS AVE 4 12 11,398 45 0.5 1.9% 1.1% 67.5 - 74 158 341 104 EUCALYPTUS AVE TOWNGATE BLVD TO CARNABY ST 4 0 16,295 45 0.5 1.3% 0.8% 68.1 - 81 174 375 105 EUCALYPTUS AVE CARNABY ST TO ELSWORTH ST 4 12 13,850 45 0.5 1.4% 0.8% 67.9 - 78 169 364 106 EUCALYPTUS AVE ELSWORTH ST TO FREDERICK ST 4 12 11,915 45 0.5 1.2% 0.7% 67.0 - 68 147 316 107 EUCALYPTUS AVE FREDERICK ST TO KOCHI DR 4 0 23,913 45 0.5 1.0% 0.6% 69.5 46 100 215 462 108 EUCALYPTUS AVE KOCHI DR TO GRAHAM ST 4 0 20,828 45 0.5 1.1% 0.6% 68.9 - 91 197 424 109 EUCALYPTUS AVE GRAHAM ST TO SUNBIRD DR 4 11 22,353 45 0.5 1.0% 0.6% 69.6 - 101 217 468 110 EUCALYPTUS AVE SUNBIRD DR TO RUNNING DEER RD 4 10 22,353 45 0.5 1.0% 0.6% 69.5 - 100 216 465 111 EUCALYPTUS AVE RUNNING DEER RD TO HEACOCK ST 4 10 17,226 45 0.5 0.8% 0.4% 68.1 - 80 173 373 112 EUCALYPTUS AVE HEACOCK ST TO LIBERTY LN 4 0 16,975 40 0.5 0.7% 0.4% 66.3 - 61 132 284 113 EUCALYPTUS AVE LIBERTY LN TO INDIAN ST 4 0 15,248 40 0.5 0.7% 0.4% 65.8 - 57 122 263 114 EUCALYPTUS AVE INDIAN ST TO PERRIS BLVD 4 0 13,199 40 0.5 0.7% 0.4% 65.1 - 51 110 237 115 EUCALYPTUS AVE PERRIS BLVD TO FOREMAN AVE 4 0 17,291 40 0.5 0.7% 0.4% 66.3 - 61 132 284 116 EUCALYPTUS AVE FOREMAN AVE TO KITCHING ST 4 11 15,871 40 0.5 0.6% 0.3% 66.2 - 60 129 277 117 EUCALYPTUS AVE KITCHING ST TO RAENETTE WAY 4 12 19,385 40 0.5 0.6% 0.4% 67.2 - 70 151 325 118 EUCALYPTUS AVE RAENETTE WAY TO LASSELLE ST 4 12 18,807 40 0.5 0.7% 0.4% 67.1 - 69 148 320 119 EUCALYPTUS AVE LASSELLE ST TO BARBAZON DR 4 11 11,736 40 0.5 0.6% 0.4% 64.9 - 50 107 230 120 EUCALYPTUS AVE BARBAZON DR TO MORRISON ST 4 11 8,686 40 0.5 0.7% 0.4% 63.8 - - 90 193 121 EUCALYPTUS AVE MORRISON ST TO CHEYENNE ST 4 11 11,179 40 0.5 1.0% 0.6% 65.2 - 51 111 239 122 EUCALYPTUS AVE CHEYENNE ST TO NASON ST 4 11 12,013 40 0.5 1.0% 0.6% 65.5 - 54 117 251 123 EUCALYPTUS AVE NASON ST TO SUMMERWINDS DR 4 0 10,062 30 0.5 1.2% 0.7% 62.3 - - 71 153 124 EUCALYPTUS AVE SUMMERWINDS DR TO FIR AVE 4 0 5,766 30 0.5 1.5% 0.9% 60.3 - - 53 113 125 EUCALYPTUS AVE FIR AVE TO FELDSPAR AVE 4 14 8,967 30 0.5 2.0% 1.1% 63.4 - - 85 182 126 EUCALYPTUS AVE FELDSPAR AVE TO MORENO BEACH PLAZA RD 4 13 4,887 30 0.5 2.4% 1.4% 61.2 - - 60 130 127 EUCALYPTUS AVE MORENO BEACH PLAZA RD TO AUTO MALL PKWY 4 12 6,813 30 0.5 2.4% 1.4% 62.7 - - 76 164 128 EUCALYPTUS AVE AUTO MALL PKWY TO AUTO MALL DR 4 13 104 30 0.5 5.2% 3.0% 47.0 - - - - 129 EUCALYPTUS AVE AUTO MALL DR TO B ST 4 13 104 30 0.5 5.2% 3.0% 47.0 - - - -
2251
Vehicle Mix
Median ADT Speed Alpha Medium Heavy CNEL at
# Roadway Segment Lanes Width Volume (mph) Factor 50 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 130 EUCALYPTUS AVE B ST TO REDLANDS BLVD 3 13 1,978 45 0.5 4.8% 2.8% 61.6 - - 64 138 131 EUCALYPTUS AVE REDLANDS BLVD TO WORLD LOGISTICS CIR PKWY 4 16 1,952 45 0.5 12.3% 7.1% 65.0 - - 108 233 132 FREDERICK ST SUNNYMEAD BLVD TO CENTERPOINT DR 6 20 31,289 40 0.5 1.6% 0.9% 72.9 78 168 363 782 133 FREDERICK ST CENTERPOINT DR TO BRABHAM ST 6 12 18,566 40 0.5 0.8% 0.5% 68.8 - 90 193 416 134 FREDERICK ST BRABHAM ST TO TOWNGATE BLVD 6 12 18,566 40 0.5 0.8% 0.5% 68.8 - 90 193 416 135 FREDERICK ST TOWNGATE BLVD TO EUCALYPTUS AVE 4 12 24,721 40 0.5 1.2% 0.7% 68.9 - 92 197 425 136 FREDERICK ST EUCALYPTUS AVE TO DRACAEA AVE 4 15 16,220 40 0.5 1.2% 0.7% 67.3 - 71 154 331 137 FREDERICK ST DRACAEA AVE TO COTTONWOD AVE 4 13 15,704 40 0.5 1.3% 0.7% 67.1 - 69 149 321 138 FREDERICK ST COTTONWOOD AVE TO BAY AVE 4 19 9,066 40 0.5 1.5% 0.9% 65.3 - - 112 241 139 FREDERICK ST BAY AVE TO ALESSANDRO BLVD 4 14 10,958 40 0.5 1.3% 0.8% 65.7 - 56 120 258 140 FREDERICK ST ALESSANDRO BLVD TO BRODIAEA AVE 4 8 4,247 40 0.5 5.8% 3.3% 64.7 - - 102 221 141 FREDERICK ST BRODIAEA AVE TO CACTUS AVE 4 13 3,325 40 0.5 0.9% 0.5% 59.9 - - - 106 142 GATEWAY DR DAY ST TO MEMORIAL WAY 4 13 14,454 40 0.5 1.8% 1.1% 67.4 - 72 155 333 143 GENTIAN AVE HEACOCK ST TO CANYONSTONE DR 2 0 10,927 45 0.5 4.6% 2.6% 68.4 39 85 183 394 144 GENTIAN AVE CANYONSTONE DR TO INDIAN ST 4 10 7,305 45 0.5 5.9% 3.4% 68.1 - 81 174 374 145 GENTIAN AVE PERRIS BLVD TO PATRICIA ST 2 0 9,908 45 0.5 1.5% 0.8% 65.7 - 56 120 258 146 GENTIAN AVE PATRICIA LN TO KITCHING ST 2 0 11,148 45 0.5 0.7% 0.4% 65.4 - 53 115 247 147 GENTIAN AVE KITCHING ST TO CASA GRARDE ST 4 12 19,392 45 0.5 1.0% 0.6% 68.9 - 91 196 423 148 GENTIAN AVE CASA GRARDE ST TO LASSELLE ST 4 12 10,901 45 0.5 0.6% 0.4% 66.0 - 58 125 270 149 GILMAN SPRINGS RD SR-60 TO EUCALYPTUS AVE 2 0 29,800 55 0.5 18.0% 10.4% 78.8 192 413 890 1,917 150 GILMAN SPRINGS RD EUCALYPTUS AVE TO ALESSANDRO BLVD 2 0 30,532 55 0.5 18.5% 10.7% 79.0 198 426 917 1,976 151 GILMAN SPRINGS RD SOUTH OF ALESSANDRO BLVD 2 0 22,217 55 0.5 5.8% 3.3% 73.9 91 197 424 913 152 GRAHAM ST SUNNYMEAD BLVD TO OLD VALLEY DR 4 11 25,709 45 0.5 1.4% 0.8% 70.5 54 117 252 543 153 GRAHAM ST OLD VALLEY DR TO EUCALYPTUS AVE 4 11 27,661 45 0.5 1.3% 0.7% 70.8 56 121 261 561 154 GRAHAM ST EUCALYPTUS AVE TO DRACAEA AVE 4 11 28,999 45 0.5 1.3% 0.8% 71.0 58 125 270 581 155 GRAHAM ST DRACAEA AVE TO SUNLINE DR 4 11 28,940 45 0.5 1.3% 0.8% 71.0 58 125 270 581 156 GRAHAM ST SUNLINE DR TO COTTONWOOD AVE 4 11 27,575 45 0.5 1.4% 0.8% 70.8 57 122 263 566 157 GRAHAM ST COTTONWOOD AVE TO BAY AVE 4 11 22,528 45 0.5 1.3% 0.7% 69.8 - 105 226 486 158 GRAHAM ST BAY AVE TO ALESSANDRO BLVD 4 11 27,039 45 0.5 1.2% 0.7% 70.6 55 118 254 546 159 GRAHAM ST ALESSANDRO BLVD TO BRODIAEA AVE 4 11 22,203 45 0.5 2.2% 1.3% 70.7 55 119 257 554 160 GRAHAM ST BRODIAEA AVE TO CACTUS AVE 4 11 19,936 45 0.5 1.9% 1.1% 69.9 - 106 229 493 161 HEACOCK ST PERRIS BLVD TO SUNNYMEAD RANCH PKWY 3 11 7,858 55 0.5 1.3% 0.7% 67.1 - 69 148 319 162 HEACOCK ST SUNNYMEAD RANCH PKWY TO MANZANITA AVE 4 13 16,132 45 0.5 1.1% 0.6% 68.3 - 82 178 383 163 HEACOCK ST MANZANITA AVE TO BADGER SPRINGS TRAIL 4 13 15,618 45 0.5 1.1% 0.6% 68.1 - 81 174 376 164 HEACOCK ST BADGER SPRINGS TRAIL TO SANDBOW ST 4 13 18,836 45 0.5 1.0% 0.6% 68.8 - 90 194 419 165 HEACOCK ST SANDBOW ST TO GREGORY LN 4 13 23,806 45 0.5 0.9% 0.5% 69.8 - 104 224 483 166 HEACOCK ST GREGORY LN TO KERNWOOD DR 4 13 23,806 45 0.5 0.9% 0.5% 69.8 - 104 224 483 167 HEACOCK ST KERNWOOD DR TO IRONWOOD AVE 4 13 23,664 45 0.5 0.9% 0.5% 69.8 - 104 224 482 168 HEACOCK ST IRONWOOD AVE TO HEMLOCK AVE 4 12 19,907 35 0.5 0.9% 0.5% 66.2 - 60 130 281 169 HEACOCK ST HEMLOCK AVE TO SUNNYMEAD BLVD 4 12 24,887 35 0.5 1.6% 0.9% 68.2 - 81 175 377 170 HEACOCK ST SUNNYMEAD BLVD TO WEBSTER AVE 4 13 19,275 35 0.5 1.3% 0.7% 66.7 - 64 139 299 171 HEACOCK ST WEBSTER AVE TO FIR AVE 4 13 14,516 35 0.5 1.3% 0.7% 65.5 - 54 115 249 172 HEACOCK ST FIR AVE TO MYERS AVE 4 13 10,679 35 0.5 1.5% 0.9% 64.4 - - 98 211 173 HEACOCK ST MYERS AVE TO EUCALYPTUS AVE 4 13 10,679 35 0.5 1.5% 0.9% 64.4 - - 98 211 174 HEACOCK ST EUCALYPTUS AVE TO DRACAEA AVE 4 11 19,485 40 0.5 1.3% 0.7% 68.0 - 79 170 366 175 HEACOCK ST DRACAEA AVE TO FAWN ST 4 11 19,027 40 0.5 1.3% 0.7% 67.9 - 78 167 361 176 HEACOCK ST FAWN ST TO COTTONWOOD AVE 4 11 16,914 40 0.5 1.4% 0.8% 67.5 - 73 158 340
2252
Vehicle Mix
Median ADT Speed Alpha Medium Heavy CNEL at
# Roadway Segment Lanes Width Volume (mph) Factor 50 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 177 HEACOCK ST COTTONWOOD AVE TO ALESSANDRO BLVD 4 11 16,786 40 0.5 1.4% 0.8% 67.5 - 73 157 338 178 HEACOCK ST ALESSANDRO BLVD TO CACTUS AVE 4 13 15,382 40 0.5 2.0% 1.2% 67.8 - 77 166 359 179 HEACOCK ST CACTUS AVE TO DELPHINIUM AVE 4 13 31,414 50 0.5 4.6% 2.6% 74.8 105 225 485 1,046 180 HEACOCK ST DELPHINIUM AVE TO JOHN F KENNEDY DR 4 13 29,407 50 0.5 4.8% 2.8% 74.7 102 220 475 1,023 181 HEACOCK ST JOHN F KENNEDY DR TO GENTIAN AVE 4 13 24,865 50 0.5 5.7% 3.3% 74.4 98 210 453 975 182 HEACOCK ST GENTIAN AVE TO IRIS AVE 4 13 27,197 50 0.5 4.2% 2.4% 74.0 92 198 426 918 183 HEACOCK ST IRIS AVE TO SAN MICHELE RD 4 13 31,121 50 0.5 3.4% 2.0% 74.1 94 202 436 939 184 HEACOCK ST SAN MICHELE RD TO NANDINA AVE 2 13 21,757 50 0.5 2.9% 1.7% 71.5 63 135 292 629 185 HEACOCK ST NANDINA AVE TO HARLEY KNOX BLVD 4 0 30,221 50 0.5 5.4% 3.1% 74.6 102 220 474 1,021 186 HEMLOCK AVE PIGEON PASS RD TO GRAHAM ST 4 0 7,554 35 0.5 3.1% 1.8% 64.1 - - 93 201 187 HEMLOCK AVE GRAHAM ST TO HEACOCK ST 2 0 10,828 35 0.5 1.9% 1.1% 64.0 - 43 93 200 188 HEMLOCK AVE HEACOCK ST TO INDIAN ST 4 11 3,484 30 0.5 3.2% 1.8% 60.6 - - 55 118 189 HEMLOCK AVE INDIAN ST TO PERRIS BLVD 2 0 3,903 30 0.5 1.6% 0.9% 58.4 - - 39 84 190 HIDDEN SPRINGS DR PIGEON PASS RD TO COUNTRY CREST DR 2 0 68 35 0.5 0.1% 0.1% 39.4 - - - - 191 HIDDEN SPRINGS DR COUNTRY CREST DR TO MOUNTAIN VIEW RD 2 0 4,180 35 0.5 0.4% 0.3% 57.9 - - 36 78 192 HIDDEN SPRINGS DR MOUNTAIN VIEW RD TO PIGEON PASS RD 2 0 4,053 35 0.5 0.5% 0.3% 57.8 - - 36 77 193 HIGHLAND BLVD REDLANDS BLVD TO JUNIPER AVE 2 0 2,967 55 0.5 16.5% 9.5% 68.4 39 85 182 392 194 HIGHLAND BLVD JUNIPER AVE TO IRONWOOD AVE 2 0 2,912 55 0.5 17.2% 9.9% 68.5 40 85 184 396 195 INDIAN ST MANZANITA AVE TO IRONWOOD AVE 4 10 5,279 40 0.5 0.7% 0.4% 61.5 - - 63 136 196 INDIAN ST IRONWOOD AVE TO SR-60 2 0 5,142 35 0.5 0.6% 0.4% 59.1 - - 44 94 197 INDIAN ST SR-60 TO SUNNYMEAD BLVD 4 4 9,651 35 0.5 1.2% 0.7% 63.2 - - 82 176 198 INDIAN ST SUNNYMEAD BLVD TO FIR AVE 2 0 9,420 35 0.5 1.5% 0.8% 63.0 - 37 79 170 199 INDIAN ST FIR AVE TO MYERS AVE 2 0 8,309 35 0.5 1.6% 0.9% 62.6 - 35 74 160 200 INDIAN ST MYERS AVE TO EUCALYPTUS AVE 2 0 8,309 35 0.5 1.6% 0.9% 62.6 - 35 74 160 201 INDIAN ST EUCALYPTUS AVE TO ATWOOD AVE 2 0 8,308 35 0.5 1.6% 0.9% 62.6 - 35 74 160 202 INDIAN ST ATWOOD AVE TO DRACAEA AVE 2 0 8,308 35 0.5 1.6% 0.9% 62.6 - 35 74 160 203 INDIAN ST DRACAEA AVE TO COTTONWOOD AVE 2 0 7,276 35 0.5 1.7% 1.0% 62.1 - - 69 148 204 INDIAN ST COTTONWOOD AVE TO BAY AVE 4 11 7,230 40 0.5 1.8% 1.0% 64.2 - - 95 205 205 INDIAN ST BAY AVE TO ALESSANDRO BLVD 4 11 12,218 40 0.5 1.6% 0.9% 66.3 - 61 131 283 206 INDIAN ST ALESSANDRO BLVD TO BRODIAEA AVE 4 11 28,033 45 0.5 1.7% 1.0% 71.2 60 130 279 601 207 INDIAN ST BRODIAEA AVE TO CACTUS AVE 4 11 23,550 45 0.5 1.9% 1.1% 70.6 55 118 254 548 208 INDIAN ST CACTUS AVE TO DELPHINIUM AVE 4 12 22,552 45 0.5 2.1% 1.2% 70.6 55 119 256 551 209 INDIAN ST DELPHINIUM AVE TO JOHN F KENNEDY DR 4 11 24,027 45 0.5 2.0% 1.1% 70.8 56 122 262 565 210 INDIAN ST JOHN F KENNEDY DR TO GENTIAN AVE 2 11 12,603 50 0.5 3.6% 2.1% 69.6 47 101 217 468 211 INDIAN ST GENTIAN AVE TO IRIS AVE 2 11 14,901 50 0.5 6.0% 3.4% 71.6 63 137 294 634 212 INDIAN ST IRIS AVE TO KRAMERIA AVE 2 11 15,046 50 0.5 10.2% 5.9% 73.2 82 176 380 818 213 INDIAN ST SOUTH OF KRAMERIA AVE 2 12 14,253 50 0.5 8.9% 5.2% 72.6 74 160 345 743 214 INDIAN ST NORTH OF SAN MICHELE RD 2 12 16,058 40 0.5 10.5% 6.1% 71.9 67 145 312 673 215 INDIAN ST SAN MICHELE RD TO NANDINA AVE 4 13 30,142 50 0.5 7.0% 4.1% 75.8 122 263 566 1,219 216 INDIAN ST NANDINA AVE TO GROVE VIEW RD 4 13 22,182 50 0.5 5.3% 3.1% 73.7 88 190 408 880 217 INDIAN ST GROVE VIEW RD TO E OLEANDER AVE 4 13 25,703 50 0.5 8.4% 4.9% 75.7 119 257 553 1,191 218 IRIS AVE HEACOCK ST TO INDIAN ST 4 14 12,486 45 0.5 3.8% 2.2% 69.5 - 99 214 460 219 IRIS AVE INDIAN ST TO EMMA LN 3 13 10,371 45 0.5 4.0% 2.3% 68.3 - 83 179 385 220 IRIS AVE EMM A LN TO PERRIS BLVD 4 13 10,371 45 0.5 4.0% 2.3% 68.7 - 88 190 410 221 IRIS AVE PERRIS BLVD TO KITCHING ST 4 11 27,399 50 0.5 2.0% 1.1% 72.4 72 156 336 724 222 IRIS AVE KITCHING ST TO LASSELLE ST 4 11 34,126 55 0.5 3.2% 1.8% 75.2 111 239 515 1,110 223 IRIS AVE LASSELLE ST TO MESA VERDE DR 4 11 55,816 55 0.5 2.1% 1.2% 76.6 137 295 636 1,370
2253
Vehicle Mix
Median ADT Speed Alpha Medium Heavy CNEL at
# Roadway Segment Lanes Width Volume (mph) Factor 50 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 224 IRIS AVE MESA VERDE DR TO NASON ST 4 11 51,348 55 0.5 2.2% 1.3% 76.3 132 283 611 1,315 225 IRIS AVE NASON ST TO TURNBERRY ST 4 11 42,388 55 0.5 2.5% 1.4% 75.7 119 257 554 1,194 226 IRIS AVE TURNBERRY ST TO OLIVER ST 5 11 32,886 55 0.5 2.9% 1.7% 75.5 116 249 537 1,156 227 IRIS AVE OLIVER ST TO VIA DEL LAGO 5 11 26,102 55 0.5 3.5% 2.0% 74.8 104 224 483 1,041 228 IRONWOOD AVE DAY ST TO ATHENS DR 4 0 19,662 45 0.5 0.9% 0.5% 68.5 - 85 184 397 229 IRONWOOD AVE ATHENS DR TO HERITAGE DR 4 11 17,846 45 0.5 0.9% 0.5% 68.4 - 84 182 392 230 IRONWOOD AVE HERITAGE DR TO PIGEON PASS RD 4 11 14,452 45 0.5 0.6% 0.4% 67.2 - 70 151 325 231 IRONWOOD AVE PIGEON PASS RD TO DREAM ST 4 11 19,966 45 0.5 0.7% 0.4% 68.7 - 88 191 411 232 IRONWOOD AVE DREAM ST TO GRAHAM ST 4 11 19,496 45 0.5 0.7% 0.4% 68.6 - 87 187 404 233 IRONWOOD AVE GRAHAM ST TO HEACOCK ST 4 11 17,453 45 0.5 0.7% 0.4% 68.1 - 80 173 373 234 IRONWOOD AVE HEACOCK ST TO DAVIS ST 4 11 11,729 40 0.5 0.6% 0.3% 64.8 - - 105 227 235 IRONWOOD AVE DAVIS ST TO INDIAN ST 4 11 11,389 40 0.5 0.4% 0.3% 64.5 - - 100 216 236 IRONWOOD AVE INDIAN ST TO HARCLARE DR 4 11 10,069 40 0.5 0.4% 0.2% 64.0 - - 92 198 237 IRONWOOD AVE HARCLARE DR TO PERRIS BLVD 4 11 10,719 40 0.5 0.4% 0.3% 64.3 - - 96 208 238 IRONWOOD AVE PERRIS BLVD TO FRANKLIN ST 4 11 13,841 45 0.5 0.6% 0.3% 66.9 - 67 145 312 239 IRONWOOD AVE FRANKLIN ST TO KITCHING ST 4 11 16,222 45 0.5 0.6% 0.3% 67.6 - 75 161 347 240 IRONWOOD AVE KITCHING ST TO TUSCOLA ST 4 11 16,222 45 0.5 0.6% 0.3% 67.6 - 75 161 347 241 IRONWOOD AVE TUSCOLA ST TO CHAMPLAIN ST 4 11 16,222 45 0.5 0.6% 0.3% 67.6 - 75 161 347 242 IRONWOOD AVE CHAMPLAIN ST TO LASSELLE ST 4 9 9,380 45 0.5 0.6% 0.3% 65.2 - 51 111 239 243 IRONWOOD AVE LASSELLE ST TO STEEPLECHASE DR 4 11 9,380 45 0.5 0.6% 0.3% 65.3 - 52 112 241 244 IRONWOOD AVE STEEPLECHASE DR TO NASON ST 2 0 11,122 45 0.5 0.6% 0.4% 65.3 - 52 113 242 245 IRONWOOD AVE NASON ST TO MORENO BEACH DR 4 0 10,570 55 0.5 0.6% 0.4% 67.8 - 77 165 355 246 IRONWOOD AVE MORENO BEACH DR TO REDLANDS BLVD 4 0 10,294 55 0.5 1.0% 0.6% 68.0 - 79 170 367 247 IRONWOOD AVE REDLANDS BLVD TO HIGHLAND BLVD 2 0 1,267 55 0.5 2.0% 1.2% 59.3 - - 45 97 248 JOHN F KENNEDY DR HEACOCK TO INDIAN ST 4 12 19,964 45 0.5 1.3% 0.8% 69.4 - 98 212 456 249 JOHN F KENNEDY DR INDIAN ST TO PERRIS BLVD 4 11 24,938 45 0.5 0.9% 0.5% 69.9 - 106 229 493 250 JOHN F KENNEDY DR PERRIS BLVD TO KITCHING ST 4 13 15,539 45 0.5 0.9% 0.5% 67.9 - 78 167 361 251 JOHN F KENNEDY DR KITCHING ST TO LASSELLE ST 4 12 8,875 45 0.5 0.4% 0.2% 64.8 - - 105 227 252 KITCHING ST SR-60 TO FIR AVE 2 0 11,312 40 0.5 0.7% 0.4% 64.1 - 43 93 201 253 KITCHING ST FIR AVE TO EUCALYPTUS AVE 2 0 10,411 40 0.5 0.6% 0.4% 63.6 - 41 87 188 254 KITCHING ST EUCALYPTUS AVE TO DRACAEA AVE 4 0 8,419 40 0.5 0.4% 0.3% 62.9 - - 78 167 255 KITCHING ST DRACAEA AVE TO COTTONWOOD AVE 4 0 8,844 40 0.5 0.4% 0.2% 63.0 - - 80 172 256 KITCHING ST COTTONWOOD AVE TO BAY AVE 4 0 10,703 40 0.5 0.5% 0.3% 64.1 - - 93 201 257 KITCHING ST BAY AVE TO ALESSANDRO BLVD 4 0 8,942 40 0.5 0.5% 0.3% 63.2 - - 81 175 258 KITCHING ST ALESSANDRO BLVD TO BRODIAEA AVE 5 11 22,400 40 0.5 0.9% 0.5% 68.7 - 89 191 411 259 KITCHING ST BRODIAEA AVE TO CACTUS AVE 4 11 19,693 40 0.5 1.0% 0.6% 67.7 - 75 162 349 260 KITCHING ST CACTUS AVE TO DELPHINIUM AVE 4 0 23,397 45 0.5 1.0% 0.6% 69.3 45 97 210 451 261 KITCHING ST DELPHINIUM AVE TO JOHN F KENNEDY DR 4 0 24,203 45 0.5 1.0% 0.6% 69.5 46 99 214 460 262 KITCHING ST JOHN F KENNEDY DR TO GENTIAN AVE 4 0 23,596 50 0.5 0.8% 0.5% 70.4 53 114 245 528 263 KITCHING ST GENTIAN AVE TO IRIS AVE 4 11 16,135 50 0.5 1.1% 0.6% 69.3 - 97 209 451 264 KITCHING ST SOUTH OF IRIS AVE 4 11 27,830 50 0.5 2.7% 1.6% 73.0 80 172 370 798 265 KRAMERIA AVE INDIAN ST TO TARANO LN 2 10 5,023 45 0.5 3.9% 2.3% 64.8 - 48 104 225 266 KRAMERIA AVE TARANO LN TO PERRIS BLVD 2 11 7,674 45 0.5 4.7% 2.7% 67.1 - 69 149 320 267 KRAMERIA AVE PERRIS BLVD TO SADDLEBROOK LN 4 11 25,011 45 0.5 3.1% 1.8% 71.9 67 144 310 669 268 KRAMERIA AVE SADDLEBROOK LN TO KITCHING ST 4 11 24,953 45 0.5 3.1% 1.8% 71.8 66 143 308 663 269 KRAMERIA AVE KITCHING ST TO LASSELLE ST 4 11 12,297 45 0.5 0.6% 0.3% 66.4 - 62 134 289 270 LAKE VISTA RD SUNNYMEAD RANCH PKWY TO LAKE SUMMIT DR 2 0 3,574 35 0.5 0.5% 0.3% 57.3 - - 33 71
2254
Vehicle Mix
Median ADT Speed Alpha Medium Heavy CNEL at
# Roadway Segment Lanes Width Volume (mph) Factor 50 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 271 LASSELLE ST FIR AVE TO EUCALYPTUS AVE 2 0 2,449 45 0.5 0.3% 0.2% 58.3 - - 39 83 272 LASSELLE ST EUCALYPTUS AVE TO DRACAEA AVE 4 11 16,797 45 0.5 0.7% 0.4% 67.9 - 78 168 362 273 LASSELLE ST DRAVAEA AVE TO COTTONWOOD AVE 4 11 16,758 45 0.5 0.7% 0.4% 67.9 - 78 167 361 274 LASSELLE ST COTTONWOOD AVE TO BAY AVE 4 0 19,691 45 0.5 0.7% 0.4% 68.2 - 82 176 380 275 LASSELLE ST BAY AVE TO ALESSANDRO BLVD 4 0 20,504 45 0.5 0.6% 0.4% 68.4 - 84 180 388 276 LASSELLE ST ALESSANDRO BLVD TO BRODIAEA AVE 2 13 19,333 50 0.5 0.6% 0.3% 69.0 43 92 198 427 277 LASSELLE ST BRODIAEA AVE TO CACTUS AVE 2 11 23,075 50 0.5 0.6% 0.3% 69.8 48 104 224 482 278 LASSELLE ST CACTUS AVE TO JOHN F KENNEDY DR 2 10 22,932 50 0.5 0.8% 0.5% 69.9 49 107 230 495 279 LASSELLE ST JOHN F KENNEDY DR TO MARGARET AVE 4 11 25,528 50 0.5 0.8% 0.4% 71.0 58 126 271 583 280 LASSELLE ST MARGARET AVE TO GENTIAN AVE 4 11 20,214 50 0.5 0.7% 0.4% 70.0 50 107 231 498 281 LASSELLE ST GENTIAN AVE TO IRIS AVE 4 15 30,241 50 0.5 0.7% 0.4% 71.8 66 143 307 662 282 LASSELLE ST IRIS AVE TO KRAMERIA AVE 4 14 38,946 50 0.5 0.5% 0.3% 72.7 75 162 349 752 283 LASSELLE ST KRAMERIA AVE TO VIA XAVIER 4 12 39,069 50 0.5 0.5% 0.3% 72.6 75 161 346 746 284 LASSELLE ST VIA XAVIER TO CREMELLO WAY 4 12 32,034 50 0.5 0.5% 0.3% 71.7 65 140 302 650 285 LASSELLE ST CREMELLO WAY TO E OLEANDER AVE 4 11 34,981 40 0.5 0.5% 0.3% 69.5 - 100 215 463 286 LOCUST AVE WEST OF MORENO BEACH DR 2 0 2,885 40 0.5 2.7% 1.5% 60.3 - - 52 113 287 LOCUST AVE MORENO BEACH DR TO CARRIE LN 3 0 1,754 45 0.5 2.9% 1.7% 59.6 - - 47 101 288 LOCUST AVE CARRIE LN TO QUINCY ST 2 0 1,754 45 0.5 2.9% 1.7% 59.4 - - 46 99 289 LOCUST AVE QUINCY ST TO REDLANDS BLVD 2 0 1,553 45 0.5 3.3% 1.9% 59.2 - - 44 95 290 MANZANITA AVE HEACOCK ST TO DAVIS ST 4 15 759 45 0.5 0.4% 0.2% 54.3 - - - - 291 MANZANITA AVE DAVIS ST TO INDIAN ST 4 15 759 45 0.5 0.4% 0.2% 54.3 - - - - 292 MANZANITA AVE INDIAN ST TO PERRIS BLVD 2 15 680 45 0.5 1.9% 1.1% 54.6 - - - 47 293 MEMORIAL WAY TOWN CIR TO GATEWAY DR 4 12 17,422 45 0.5 2.8% 1.6% 70.1 51 110 237 510 294 MEMORIAL WAY GATEWAY DR TO EUCALYPTUS AVE 4 12 21,355 45 0.5 1.9% 1.1% 70.2 52 111 240 517 295 MORENO BEACH DR LOCUST AVE TO JUNIPER AVE 4 0 3,362 40 0.5 1.3% 0.7% 60.0 - - 50 108 296 MORENO BEACH DR JUNIPER AVE TO IRONWOOD AVE 4 0 3,230 40 0.5 1.3% 0.7% 59.8 - - 49 105 297 MORENO BEACH DR IRONWOOD AVE TO SR-60 4 10 13,533 55 0.5 1.1% 0.6% 69.6 - 101 217 469 298 MORENO BEACH DR SR-60 TO EYCALYPTUS AVE 6 10 41,440 55 0.5 2.4% 1.4% 76.9 144 310 669 1,441 299 MORENO BEACH DR EUCALYPTUS AVE TO TRAIL RIDGE WAY 6 12 41,843 55 0.5 2.1% 1.2% 76.9 145 312 673 1,450 300 MORENO BEACH DR TRAIL RIDGE WAY TO AUTO MALL DR 6 12 38,423 55 0.5 1.8% 1.0% 76.3 131 283 609 1,313 301 MORENO BEACH DR AUTO MALL DR TO COTTONWOOD AVE 6 12 36,684 55 0.5 1.7% 1.0% 76.0 126 272 586 1,262 302 MORENO BEACH DR COTTONWOOD AVE TO BAY AVE 6 12 41,708 55 0.5 1.5% 0.8% 76.4 134 288 621 1,337 303 MORENO BEACH DR BAY AVE TO ALESSANDRO BLVD 6 12 40,258 55 0.5 1.5% 0.9% 76.3 131 282 608 1,310 304 MORENO BEACH DR ALESSANDRO BLVD TO BRODIAEA AVE 6 8 41,134 55 0.5 1.3% 0.8% 75.9 124 266 574 1,236 305 MORENO BEACH DR BRODIAEA AVE TO CACTUS AVE 3 8 41,134 55 0.5 1.3% 0.8% 74.2 96 206 444 956 306 MORENO BEACH DR CACTUS AVE TO JOHN F KENNEDY DR 3 12 22,961 55 0.5 2.0% 1.2% 72.3 71 154 331 713 307 MORENO BEACH DR JOHN F KENNEDY DR TO VIA DEL LAGO 3 12 38,472 55 0.5 3.4% 2.0% 75.5 116 249 537 1,158 308 MORRISON ST FIR AVE TO EUCALYPTUS AVE 4 0 1,878 45 0.5 0.5% 0.3% 57.7 - - - 76 309 MORRISON ST EUCALYPTUS AVE TO DRACAEA AVE 4 0 12,006 45 0.5 0.8% 0.5% 66.2 - 60 130 280 310 MORRISON ST DRACAEA AVE TO COTTONWOOD AVE 4 0 12,956 45 0.5 0.7% 0.4% 66.5 - 63 135 292 311 MORRISON ST COTTONWOOD AVE TO BAY AVE 4 0 13,846 45 0.5 0.7% 0.4% 66.8 - 66 142 305 312 MORRISON ST BAY AVE TO ALESSANDRO BLVD 4 0 14,084 45 0.5 0.7% 0.4% 66.9 - 66 143 309 313 N PERRIS BLVD NANDINA AVE TO GROVE VIEW RD 6 10 54,844 50 0.5 2.3% 1.3% 77.1 149 320 690 1,486 314 N PERRIS BLVD SOUTH OF GROVE VIEW RD 6 10 57,122 50 0.5 3.0% 1.7% 77.7 164 353 761 1,640 315 NANDINA AVE HEACOCK ST TO INDIAN ST 2 0 7,970 45 0.5 10.6% 6.1% 69.6 47 102 219 472 316 NANDINA AVE INDIAN ST TO PERRIS BLVD 2 12 4,149 45 0.5 20.8% 12.0% 69.4 46 98 211 455 317 NASON ST IRONWOOD AVE TO SR-60 4 4 13,976 45 0.5 1.0% 0.6% 67.2 - 70 151 326
2255
Vehicle Mix
Median ADT Speed Alpha Medium Heavy CNEL at
# Roadway Segment Lanes Width Volume (mph) Factor 50 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 318 NASON ST SR-60 TO FIR AVE 4 12 29,566 45 0.5 1.7% 1.0% 71.5 63 135 292 629 319 NASON ST FIR AVE TO EUCALYPTUS AVE 4 15 24,404 45 0.5 1.5% 0.9% 70.6 55 119 256 551 320 NASON ST EUCALYPTUS AVE TO DRACAEA AVE 4 15 24,751 45 0.5 1.6% 0.9% 70.7 56 120 258 557 321 NASON ST DRACAEA AVE TO COTTONWOOD AVE 3 15 24,751 45 0.5 1.6% 0.9% 70.3 52 112 241 520 322 NASON ST COTTONWOOD AVE TO ALESSANDRO BLVD 2 15 16,275 45 0.5 1.1% 0.7% 67.7 - 76 163 352 323 NASON ST ALESSANDRO BLVD TO CACTUS AVE 4 15 34,196 45 0.5 0.7% 0.4% 71.1 59 128 276 594 324 NASON ST CACTUS AVE TO IRIS AVE 4 13 15,464 45 0.5 0.6% 0.4% 67.6 - 74 160 344 325 OLD 215 FRONTAGE RD DRACAEA AVE TO COTTONWOOD AVE 4 20 4,638 35 0.5 3.9% 2.2% 63.4 - - 84 180 326 OLD 215 FRONTAGE RD COTTONWOOD TO BAY AVE 4 20 4,489 35 0.5 2.0% 1.2% 61.6 - - 64 137 327 OLD 215 FRONTAGE RD BAY AVE TO ALESSANDRO BLVD 4 15 4,539 50 0.5 2.1% 1.2% 64.9 - - 106 229 328 OLD 215 FRONTAGE RD ALESSANDRO BLVD TO CACTUS AVE 2 10 464 35 0.5 1.8% 1.0% 50.4 - - - - 329 OLD LAKE DR PIGEON PASS RD TO SUNNYMEAD RANCH PKWY 4 11 11,752 40 0.5 1.1% 0.6% 65.6 - 55 117 253 330 OLIVER ST CACTUS AVE TO ROCKWOOD AVE 4 12 16,352 50 0.5 1.1% 0.6% 69.4 - 99 213 459 331 OLIVER ST ROCKWOOD AVE TO JOHN F KENNEDY DR 4 12 15,572 50 0.5 0.9% 0.5% 69.0 - 93 200 432 332 OLIVER ST JOHN F KENNEDY DR TO IRIS AVE 3 0 14,389 50 0.5 1.0% 0.6% 68.2 - 81 175 377 333 PERRIS BLVD NORTH OF SUNNYMEAD RANCH PKWY 4 12 11,677 50 0.5 1.3% 0.8% 68.2 - 82 176 380 334 PERRIS BLVD SUNNYMEAD RANCH PKWY TO MANZANITA AVE 4 12 17,818 50 0.5 1.1% 0.6% 69.8 - 105 225 486 335 PERRIS BLVD MANZANITA AVE TO JACLYN AVE 4 12 17,489 50 0.5 1.0% 0.6% 69.7 - 103 221 477 336 PERRIS BLVD JACLYN AVE TO KALMIA AVE 4 12 17,732 50 0.5 1.0% 0.6% 69.8 - 104 224 482 337 PERRIS BLVD KALMIA AVE TO IRONWOOD AVE 4 12 22,715 50 0.5 0.9% 0.5% 70.7 56 120 259 558 338 PERRIS BLVD IRONWOOD AVE TO HEMLOCK AVE 6 12 37,951 45 0.5 0.9% 0.5% 73.3 83 179 386 832 339 PERRIS BLVD HEMLOCK AVE TO SR-60 7 12 44,859 45 0.5 1.1% 0.6% 75.8 122 263 566 1,220 340 PERRIS BLVD SR-60 TO FIR AVE 6 12 39,858 40 0.5 1.2% 0.7% 72.6 75 161 346 746 341 PERRIS BLVD FIR AVE TO MYERS AVE 4 12 37,863 40 0.5 1.1% 0.7% 70.7 56 121 260 561 342 PERRIS BLVD MYERS AVE TO EUCALYPTUS AVE 4 12 37,863 40 0.5 1.1% 0.7% 70.7 56 121 260 561 343 PERRIS BLVD EUCALYPTUS AVE TO DRACAEA AVE 4 12 32,501 40 0.5 1.2% 0.7% 70.2 52 111 239 515 344 PERRIS BLVD DRACAEA AVE TO COTTONWOOD AVE 6 12 30,784 40 0.5 1.2% 0.7% 71.5 62 135 290 625 345 PERRIS BLVD COTTONWOOD AVE TO BAY AVE 6 12 26,799 40 0.5 1.2% 0.7% 70.8 - 122 262 565 346 PERRIS BLVD BAY AVE TO ALESSANDRO BLVD 6 12 30,398 40 0.5 1.1% 0.6% 71.3 - 131 283 609 347 PERRIS BLVD ALESSANDRO BLVD TO BRODIAEA AVE 6 12 27,981 40 0.5 1.2% 0.7% 71.0 - 126 271 584 348 PERRIS BLVD BRODIAEA AVE TO CACTUS AVE 6 12 23,747 40 0.5 1.3% 0.7% 70.4 - 115 247 532 349 PERRIS BLVD CACTUS AVE TO DELPHINIUM AVE 6 12 24,986 40 0.5 1.3% 0.7% 70.7 - 119 257 553 350 PERRIS BLVD DELPHINIUM AVE TO JOHN F KENNEDY DR 6 12 27,493 40 0.5 1.2% 0.7% 71.0 - 125 269 580 351 PERRIS BLVD JOHN F KENNEDY DR TO FILAREE AVE 6 12 45,752 50 0.5 1.2% 0.7% 75.6 118 253 546 1,175 352 PERRIS BLVD FILAREE AVE TO GENTIAN AVE 6 12 31,973 50 0.5 1.4% 0.8% 74.2 95 204 439 947 353 PERRIS BLVD GENTIAN AVE TO SANTIAGO DR 6 12 33,432 50 0.5 1.5% 0.9% 74.5 100 215 462 996 354 PERRIS BLVD SANTIAGO DR TO IRIS AVE 6 12 37,080 50 0.5 1.4% 0.8% 74.8 105 227 488 1,052 355 PERRIS BLVD IRIS AVE TO KRAMERIA AVE 6 12 50,273 50 0.5 1.2% 0.7% 76.0 125 269 580 1,249 356 PERRIS BLVD KRAMERIA AVE TO SUBURBAN LN 6 12 56,135 50 0.5 2.2% 1.3% 77.3 153 330 712 1,534 357 PERRIS BLVD SUBURBAN LN TO SAN MICHELE RD 6 12 60,417 50 0.5 2.1% 1.2% 77.6 159 343 740 1,593 358 PERRIS BLVD SAN MICHELE RD TO NANDINA AVE 6 12 56,648 50 0.5 2.2% 1.3% 77.4 155 334 719 1,548 359 PIGEON PASS RD NORTH OF HIDDEN SPRINGS DR 4 0 1,218 55 0.5 0.7% 0.4% 58.4 - - - 85 360 PIGEON PASS RD HIDDEN SPRINGS DR TO LAWLESS RD 4 12 1,257 45 0.5 0.6% 0.4% 56.6 - - - 64 361 PIGEON PASS RD LAWLESS RD TO SUNNYMEAD RANCH PKWY 4 12 1,257 45 0.5 0.6% 0.4% 56.6 - - - 64 362 PIGEON PASS RD SUNNYMEAD RANCH PKWY TO OLD LAKE DR 4 11 4,341 45 0.5 0.8% 0.4% 62.1 - - 69 149 363 PIGEON PASS RD OLD LAKE DR TO COUGAR CANYON RD 4 12 18,612 55 0.5 0.9% 0.5% 70.9 58 124 268 577 364 PIGEON PASS RD COUGAR CANYON RD TO HARLAND DR 4 12 21,450 55 0.5 0.9% 0.5% 71.6 63 137 294 634
2256
Vehicle Mix
Median ADT Speed Alpha Medium Heavy CNEL at
# Roadway Segment Lanes Width Volume (mph) Factor 50 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 365 PIGEON PASS RD HARLAND DR TO IRONWOOD AVE 4 12 24,548 55 0.5 0.9% 0.5% 72.1 69 149 321 692 366 PIGEON PASS RD IRONWOOD AVE TO HEMLOCK AVE 4 13 30,615 45 0.5 1.0% 0.6% 71.0 58 125 269 580 367 REDLANDS BLVD NORTH OF LOCUST AVE 4 0 29,137 55 0.5 2.7% 1.5% 73.8 90 193 416 896 368 REDLANDS BLVD LOCUST AVE TO IRONWOOD AVE 4 0 27,688 55 0.5 2.1% 1.2% 73.2 81 175 378 814 369 REDLANDS BLVD IRONWOOD AVE TO SR-60 4 6 21,707 55 0.5 1.4% 0.8% 71.7 65 141 303 653 370 REDLANDS BLVD SR-60 TO EUCALYPTUS AVE 4 4 24,575 55 0.5 2.0% 1.1% 72.7 76 163 352 758 371 REDLANDS BLVD EUCALYPTUS AVE TO DRACAEA AVE 4 0 23,362 55 0.5 1.9% 1.1% 72.3 72 154 332 716 372 REDLANDS BLVD DRACAEA AVE TO COTTONWOOD AVE 4 16 23,462 55 0.5 1.8% 1.0% 72.8 77 166 358 771 373 REDLANDS BLVD COTTONWOOD AVE TO BAY AVE 4 8 14,852 55 0.5 2.3% 1.3% 70.9 57 124 266 573 374 REDLANDS BLVD BAY AVE TO ALESSANDRO BLVD 4 0 14,789 55 0.5 2.3% 1.3% 70.6 55 119 255 550 375 REDLANDS BLVD ALESSANDRO TO CACTUS AVE 4 6 13,526 50 0.5 2.0% 1.1% 69.2 - 95 204 441 376 SAN MICHELE RD HEACOCK ST TO INDIAN ST 4 13 8,556 45 0.5 4.7% 2.7% 68.3 - 83 179 386 377 SAN MICHELE RD INDIAN ST TO PERRIS BLVD 3 13 6,112 45 0.5 5.0% 2.9% 66.6 - 64 137 296 378 SUNNYMEAD BLVD FREDERICK ST TO GRAHAM ST 4 15 23,139 40 0.5 1.7% 1.0% 69.4 - 98 211 455 379 SUNNYMEAD BLVD GRAHAM ST TO HEACOCK ST 4 15 14,175 40 0.5 1.5% 0.9% 67.0 - 68 146 315 380 SUNNYMEAD BLVD HEACOCK ST TO INDIAN ST 4 14 6,799 35 0.5 0.8% 0.5% 61.6 - - 63 137 381 SUNNYMEAD BLVD INDIAN ST TO PERRIS BLVD 4 13 12,116 35 0.5 1.5% 0.9% 64.9 - - 107 230 382 SUNNYMEAD BLVD PERRIS BLVD TO KITCHING ST 4 7 13,461 35 0.5 1.0% 0.6% 64.5 - - 99 214 383 SUNNYMEAD RANCH PKWY PIGEON PASS RD TO LAKE VISTA RD 4 14 2,350 45 0.5 0.5% 0.3% 59.2 - - - 96 384 SUNNYMEAD RANCH PKWY LAKE VISTA RD TO OLD LAKE DR 4 13 5,452 45 0.5 0.5% 0.3% 62.9 - - 78 168 385 SUNNYMEAD RANCH PKWY OLD LAKE DR TO HEACOCK ST 4 14 7,637 45 0.5 1.0% 0.5% 64.9 - - 106 229 386 SUNNYMEAD RANCH PKWY HEACOCK ST TO PERRIS BLVD 4 14 9,335 45 0.5 0.6% 0.4% 65.4 - 53 115 247 387 THEODORE ST IRONWOOD AVE TO SR-60 4 0 3,779 55 0.5 13.8% 8.0% 69.3 45 96 207 447 388 TOWN CIR CENTERPOINT DR TO HERITAGE WAY 4 13 6,139 30 0.5 2.9% 1.7% 62.9 - - 78 168 389 TOWN CIR HERITAGE WAY TO MEMORIAL WAY 4 13 18,770 30 0.5 2.1% 1.2% 66.8 - 66 141 304 390 TOWN CIR MEMORIAL WAY TO CAMPUS PKWY 4 13 22,879 30 0.5 3.4% 1.9% 69.0 - 93 199 430 391 TOWNGATE BLVD EUCALYPTUS AVE TO HERITAGE WAY 4 15 6,894 40 0.5 1.0% 0.6% 63.3 - - 83 178 392 TOWNGATE BLVD HERITAGE WAY TO FREDERICK ST 4 15 20,943 40 0.5 1.1% 0.6% 68.2 - 82 177 381 393 VIA DEL LAGO IRIS AVE TO ALTA CALLE 3 20 14,997 45 0.5 2.8% 1.6% 69.3 - 96 207 447 394 VIA DEL LAGO SOUTH OF ALTA CALLE 3 0 2,287 45 0.5 1.2% 0.7% 59.2 - - 44 95 395 SR-60 I-215 TO DAY ST 8 0 173,364 65 0.5 6.4% 3.7% 88.6 865 1,864 4,016 8,653 396 SR-60 DAY ST TO PIGEON PASS RD 7 0 155,428 65 0.5 6.6% 3.8% 86.6 638 1,375 2,963 6,383 397 SR-60 PIGEON PASS RD TO HEACOCK ST 5 0 123,912 65 0.5 7.9% 4.6% 84.6 467 1,006 2,166 4,667 398 SR-60 HEACOCK ST TO PERRIS BLVD 5 0 128,183 65 0.5 7.8% 4.5% 84.7 475 1,023 2,203 4,747 399 SR-60 PERRIS BLVD TO NASON ST 5 0 113,627 65 0.5 8.8% 5.1% 84.4 459 990 2,133 4,595 400 SR-60 NASON ST TO MORENO BEACH DR 7 0 105,918 65 0.5 9.3% 5.4% 85.8 569 1,225 2,640 5,687 401 SR-60 MORENO BEACH DR TO REDLANDS BLVD 5 0 96,236 65 0.5 10.3% 6.0% 84.2 442 952 2,052 4,420 402 SR-60 REDLANDS BLVD TO WORLD LOGISTICS CTR PKW 4 0 95,301 65 0.5 10.3% 5.9% 83.7 412 888 1,913 4,122 403 I-215 SR-60 TO EASTRIDGE AVE 6 0 164,272 65 0.5 5.3% 3.1% 85.4 529 1,139 2,455 5,288 404 I-215 EASTRIDGE AVE TO E ALESSANDRO BLVD 6 0 179,303 65 0.5 5.2% 3.0% 85.7 557 1,200 2,586 5,571 405 I-215 E ALESSANDRO BLVD TO CACTUS AVE 6 0 182,473 65 0.5 4.9% 2.9% 85.7 554 1,193 2,571 5,540 1 Distance is from the centerline of the roadway segment to the receptor location. "-" = contour is located within the roadway right-of-way.
2257
No.
Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
1 ALESSANDRO BLVD OLD 215 FRONTAGE ROAD TO DAY ST 24,358 74.2 50,322 78.0 3.8 NO NO YES YES NO CHANGE 50,418 78.1 0.1 2 ALESSANDRO BLVD DAY ST TO ELSWORTH ST 21,471 73.1 46,534 77.1 4.0 NO NO YES YES NO CHANGE 46,641 77.2 0.1 3 ALESSANDRO BLVD ELSWORTH ST TO COURAGE ST 25,098 73.9 46,296 77.1 3.2 NO NO YES YES NO CHANGE 46,183 77.0 -0.1 4 ALESSANDRO BLVD COURAGE ST TO FREDERICK ST 23,834 73.3 44,354 76.6 3.3 NO NO YES YES NO CHANGE 44,236 76.4 -0.2 5 ALESSANDRO BLVD FREDRICK ST TO GRAHAM ST 28,099 73.5 42,360 75.3 1.8 NO NO YES YES NO CHANGE 42,312 75.3 0.0 6 ALESSANDRO BLVD GRAHAM ST TO HEACOCK ST 24,439 72.8 40,538 74.8 2.0 NO NO YES YES NO CHANGE 40,505 74.7 -0.1 7 ALESSANDRO BLVD HEACOCK ST TO INDIAN ST 31,227 73.5 43,435 75.0 1.6 NO NO YES YES NO CHANGE 43,381 74.9 -0.1 8 ALESSANDRO BLVD INDIAN ST TO PERRIS BLVD 19,834 71.4 40,941 74.8 3.4 NO NO YES YES NO CHANGE 40,856 74.7 -0.1 9 ALESSANDRO BLVD PERRIS BLVD TO FLAMING ARROW DR 26,472 73.5 45,197 76.2 2.7 NO NO YES YES NO CHANGE 45,136 76.1 -0.1 10 ALESSANDRO BLVD FLAMING ARROW DR TO KITCHING ST 24,299 73.1 48,325 76.5 3.4 NO NO YES YES NO CHANGE 48,264 76.4 -0.1 11 ALESSANDRO BLVD KITCHING ST TO CHARA ST 12,285 69.7 46,639 75.9 6.3 NO NO YES YES NO CHANGE 46,580 75.9 0.0 12 ALESSANDRO BLVD CHARA ST TO LASSELLE ST 12,285 69.7 44,923 75.8 6.1 NO NO YES YES NO CHANGE 44,864 75.7 -0.1 13 ALESSANDRO BLVD LASSELLE ST TO DARWIN DR 6,414 66.8 44,770 75.7 8.9 NO NO YES YES NO CHANGE 44,718 75.6 -0.1 14 ALESSANDRO BLVD DARWIN DR TO MORRISON ST 6,414 66.5 44,075 75.3 8.8 NO NO YES YES NO CHANGE 44,022 75.2 -0.1 15 ALESSANDRO BLVD MORRISON ST TO COUNTRY SQUIRE DR 7,981 67.0 40,728 75.0 8.0 NO NO YES YES NO CHANGE 40,684 74.9 -0.1 16 ALESSANDRO BLVD COUNTRY SQUIRE DR TO NASON ST 7,981 67.4 32,634 74.4 7.0 NO NO YES YES NO CHANGE 32,589 74.3 -0.1 17 ALESSANDRO BLVD NASON ST TO MARIAN RD 4,456 63.3 15,841 69.8 6.6 NO YES NO YES NO CHANGE 15,791 69.7 -0.1 18 ALESSANDRO BLVD MARIAN DR TO MORENO BEACH DR 3,808 63.0 14,560 70.1 7.1 NO YES NO YES NO CHANGE 14,515 69.9 -0.2 19 ALESSANDRO BLVD MORENO BEACH DR TO WALNUT CT 2,159 57.6 6,312 65.1 7.6 YES NO NO YES NO CHANGE 6,265 64.8 -0.3 20 ALESSANDRO BLVD WALNUT CT TO REDLANDS BLVD 1,203 55.3 4,525 64.7 9.4 YES NO NO YES NO CHANGE 4,475 64.3 -0.4 21 ALESSANDRO BLVD REDLANDS TO WORLD LOGISTICS CENTER PKWY 5,146 62.6 4,432 65.4 2.8 NO NO NO NO NO CHANGE 4,382 65.1 -0.3 22 ALESSANDRO BLVD WORLD LOGISTICS CENTER PKWY TO VIRGINIA ST 1,320 59.0 11,114 72.0 13.0 YES NO NO YES NO CHANGE 10,441 70.4 -1.6 23 ALESSANDRO BLVD VIRGINIA ST TO GILMAN SPRINGS RD 1,320 58.6 6,133 67.7 9.1 YES NO NO YES NO CHANGE 5,938 66.6 -1.1 24 BOX SPRINGS ROAD WEST OF DOUGLAS CT 12,762 68.8 19,366 70.5 1.6 NO NO YES YES NO CHANGE 19,370 70.5 0.0 25 BOX SPRINGS ROAD DOUGLAS CT TO CLARK ST 12,762 68.8 19,366 70.5 1.6 NO NO YES YES NO CHANGE 19,370 70.5 0.0 26 BOX SPRINGS ROAD CLARK ST TO PINE CONE LN 12,762 67.7 19,366 69.3 1.6 NO NO YES YES NO CHANGE 19,370 69.4 0.1 27 BOX SPRINGS ROAD PINE CONE LN TO DAY ST 16,961 68.4 25,894 70.3 1.9 NO NO YES YES NO CHANGE 25,889 70.3 0.0 28 CACTUS AVE WEST OF COMMERCE CENTER DR 40,711 77.2 54,811 77.5 0.3 NO NO NO NO NO CHANGE 55,313 77.9 0.4 29 CACTUS AVE COMMERCE CENTER DR TO ELSWORTH ST 40,711 76.3 54,811 76.6 0.3 NO NO NO NO NO CHANGE 55,313 77.0 0.4 30 CACTUS AVE ELSWORTH TO NEWHOPE ST 36,353 76.7 40,076 76.4 -0.3 NO NO NO NO NO CHANGE 40,509 76.9 0.5 31 CACTUS AVE NEWHOPE ST TO FREDRICK ST 36,353 76.7 40,076 76.4 -0.3 NO NO NO NO NO CHANGE 40,509 76.9 0.5 32 CACTUS AVE FREDRICK ST TO GRAHAM ST 34,207 75.5 38,959 75.3 -0.2 NO NO NO NO NO CHANGE 39,381 75.8 0.5 33 CACTUS AVE GRAHAM ST TO GILBERT ST 36,347 75.8 45,361 76.1 0.3 NO NO NO NO NO CHANGE 45,668 76.4 0.3 34 CACTUS AVE GILBERT ST TO HEACOCK ST 9,765 71.0 41,981 75.6 4.6 NO NO YES YES NO CHANGE 42,155 75.8 0.2 35 CACTUS AVE HEACOCK ST TO UNITY CT 11,245 66.9 24,263 70.2 3.3 NO NO YES YES NO CHANGE 24,240 70.1 -0.1 36 CACTUS AVE UNITY CT TO INDIAN ST 11,245 66.9 21,952 69.6 2.7 NO NO YES YES NO CHANGE 21,908 69.4 -0.2 37 CACTUS AVE INDIAN ST TO PHILO ST 8,108 64.9 19,199 68.8 3.9 NO YES NO YES NO CHANGE 19,164 68.6 -0.2 38 CACTUS AVE PHILO ST TO PERRIS BLVD 7,157 64.3 19,399 68.8 4.5 NO YES NO YES NO CHANGE 19,372 68.7 -0.1 39 CACTUS AVE PERRIS BLVD TO AGAVE ST 8,442 63.8 16,667 67.0 3.2 NO YES NO YES NO CHANGE 16,642 66.8 -0.2 40 CACTUS AVE AGAVE ST TO KITCHING ST 7,137 62.8 14,836 66.3 3.6 NO YES NO YES NO CHANGE 14,813 66.2 -0.1 41 CACTUS AVE KITCHING ST TO REDWING DR 10,163 63.7 18,172 66.7 3.0 NO NO NO NO NO CHANGE 18,148 66.6 -0.1 42 CACTUS AVE REDWING DR TO LASSELLE ST 10,163 63.7 18,595 66.6 2.9 NO NO NO NO NO CHANGE 18,572 66.5 -0.1 43 CACTUS AVE LASSELLE ST TO NASON ST 20,154 69.9 27,183 71.5 1.6 NO NO YES YES NO CHANGE 27,133 71.4 -0.1 44 CACTUS AVE NASON ST TO WILDMILL LN 11,036 66.9 33,343 72.0 5.1 NO NO YES YES NO CHANGE 33,292 71.9 -0.1 45 CACTUS AVE WINDMILL LN TO OLIVER ST 3,738 62.5 16,011 69.6 7.2 NO YES NO YES NO CHANGE 15,961 69.5 -0.1 46 CACTUS AVE OLIVER ST TO MORENO BEACH DR 4,153 63.3 20,509 70.9 7.6 NO YES NO YES NO CHANGE 20,459 70.8 -0.1 47 CACTUS AVE MORENO BEACH DR TO QUINCY ST 4,674 63.3 21,443 70.9 7.6 NO YES NO YES NO CHANGE 21,396 70.8 -0.1 48 CACTUS AVE QUINCY ST TO JOHN F KENNEDY DR 17,954 72.8 7,493 67.9 -5.0 NO NO NO NO NO CHANGE 7,446 67.6 -0.3 49 CACTUS AVE EAST OF JOHN F KENNEDY DR 0 72.8 14,516 74.0 1.1 NO NO NO NO NO CHANGE 13,230 71.9 -2.1 50 CORPORATE CENTRE PL CANYON SPRINGS PKWY TO CAMPUS PKWY 8,549 65.4 11,357 66.9 1.5 NO NO NO NO NO CHANGE 11,359 66.9 0.0 51 CORPORATE CENTRE PL CAMPUS PKWY TO VALLEY SPRINGS PKWY 10,426 66.8 10,321 66.7 -0.1 NO NO NO NO NO CHANGE 10,323 66.7 0.0 52 COTTONWOOD AVE OLD 215 FRONTAGE RD TO EDGEMONT ST 2,472 58.0 4,432 62.4 4.3 NO NO NO NO NO CHANGE 4,432 62.4 0.0 53 COTTONWOOD AVE EDGEMONT ST TO DAY ST 713 52.3 2,172 57.3 4.9 NO NO NO NO LESS 2,172 57.3 0.0 54 COTTONWOOD AVE DAY ST TO ELSWORTH ST 2,304 57.6 2,613 58.3 0.7 NO NO NO NO NO CHANGE 2,613 58.3 0.0 55 COTTONWOOD AVE ELSWORTH ST TO PAN AM BLVD 4,089 59.7 3,730 59.3 -0.4 NO NO NO NO LESS 3,730 59.3 0.0 56 COTTONWOOD AVE PAN AM BLVD TO FREDRICK ST 4,089 59.7 6,099 61.4 1.7 NO NO NO NO NO CHANGE 6,094 61.3 -0.1 57 COTTONWOOD AVE FREDRICK ST TO DUNHILL DR 11,915 65.2 10,867 64.9 -0.3 NO NO NO NO LESS 10,866 64.9 0.0 58 COTTONWOOD AVE DUNHILL DR TO GRAHAM ST 11,915 65.2 10,400 64.6 -0.6 NO NO NO NO LESS 10,397 64.6 0.0 59 COTTONWOOD AVE GRAHAM ST TO RUNDELL DR 16,869 68.4 19,445 69.1 0.6 NO NO NO NO NO CHANGE 19,437 69.0 -0.1 60 COTTONWOOD AVE RUNDELL DR TO HEACOCK ST 16,799 68.2 18,904 68.8 0.6 NO NO NO NO NO CHANGE 18,896 68.8 0.0 61 COTTONWOOD AVE HEACOCK ST TO CHESHIRE DR 14,229 66.8 14,564 66.9 0.1 NO NO NO NO NO CHANGE 14,557 66.9 0.0 62 COTTONWOOD AVE CHESHIRE DR TO INDIAN ST 14,229 66.8 13,693 66.6 -0.2 NO NO NO NO NO CHANGE 13,685 66.6 0.0 63 COTTONWOOD AVE INDIAN ST TO SEARSON DR 13,132 66.3 13,991 66.8 0.5 NO NO NO NO NO CHANGE 13,982 66.7 -0.1 64 COTTONWOOD AVE SEARSON DR TO PERRIS BLVD 13,132 66.3 13,777 66.7 0.5 NO NO NO NO NO CHANGE 13,768 66.7 0.0 65 COTTONWOOD AVE PERRIS BLVD TO CRAPE MYRTLE DR 15,079 66.8 13,386 66.4 -0.4 NO NO NO NO NO CHANGE 13,379 66.4 0.0 66 COTTONWOOD AVE CRAPE MYRTLE DR TO KITCHING ST 11,044 66.1 15,183 67.7 1.6 NO NO YES YES MORE 15,177 67.7 0.0 67 COTTONWOOD AVE KITCHING ST TO BANEBERRY ST 12,546 66.6 16,268 68.0 1.4 NO NO NO NO NO CHANGE 16,260 67.9 -0.1 68 COTTONWOOD AVE BANEBERRY ST TO LASSELLE ST 11,933 65.8 16,198 67.4 1.6 NO NO YES YES MORE 16,191 67.3 -0.1 69 COTTONWOOD AVE LASSELLE ST TO BURNEY PASS DR 8,068 64.0 16,106 67.3 3.3 NO YES NO YES NO CHANGE 16,100 67.3 0.0 70 COTTONWOOD AVE BURNEY PASS DR TO MORRISON ST 5,246 62.2 14,329 66.8 4.7 NO YES NO YES NO CHANGE 14,327 66.8 0.0 Roadway Segment Existing Future Without Project
10 I I I
2258
No.
Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
Roadway Segment Existing Future Without Project
71 COTTONWOOD AVE MORRISON ST TO LETTERMAN ST 5,246 62.5 13,863 67.2 4.8 NO YES NO YES MORE 13,860 67.2 0.0 72 COTTONWOOD AVE LETTERMAN ST TO NASON ST 3,746 60.8 13,535 67.8 7.0 NO YES NO YES MORE 13,533 67.8 0.0 73 COTTONWOOD AVE NASON ST TO OLIVER ST 2,241 58.8 6,381 64.0 5.2 YES NO NO YES NO CHANGE 6,377 64.0 0.0 74 COTTONWOOD AVE OLIVER ST TO MORENO BEACH DR 2,241 58.8 5,355 63.5 4.7 NO NO NO NO LESS 5,352 63.5 0.0 75 COTTONWOOD AVE MORENO BEACH DR TO REDLANDS BLVD 3,161 62.9 11,148 69.1 6.3 NO YES NO YES NO CHANGE 11,015 68.5 -0.6 76 DAY ST BOX SPRINGS RD TO SR-60 17,945 67.7 19,911 68.3 0.5 NO NO NO NO LESS 19,915 68.3 0.0 77 DAY ST SR-60 TO RAMP 27,427 70.6 28,585 70.8 0.2 NO NO NO NO LESS 28,589 70.8 0.0 78 DAY ST SR-60 RAMP TO CANYON SPRINGS PKWY 36,995 73.7 41,192 74.0 0.3 NO NO NO NO NO CHANGE 41,189 74.0 0.0 79 DAY ST CANYON SPRINGS PKWY TO CAMPUS PKWY 28,446 75.2 29,835 75.2 0.0 NO NO NO NO NO CHANGE 29,831 75.2 0.0 80 DAY ST CAMPUS PKWY TO GATEWAY DR 11,338 66.6 13,365 67.7 1.2 NO NO NO NO NO CHANGE 13,360 67.7 0.0 81 DAY ST GATEWAY DR TO EUCALYPTUS AVE 9,293 66.8 9,348 67.6 0.8 NO NO NO NO NO CHANGE 9,344 67.6 0.0 82 DAY ST EUCALYPTUS AVE TO DRACAEA AVE 6,401 62.3 6,408 63.1 0.8 NO NO NO NO NO CHANGE 6,400 63.1 0.0 83 DAY ST DRACAEA AVE TO COTTONWOOD AVE 7,075 62.7 7,444 63.6 0.9 NO NO NO NO NO CHANGE 7,436 63.5 -0.1 84 DAY ST COTTONWOOD AVE TO BRILL RD 5,574 60.0 6,296 61.7 1.7 NO NO NO NO NO CHANGE 6,289 61.6 -0.1 85 DAY ST BRILL RD TO BAY AVE 5,574 60.0 7,417 63.0 3.0 NO NO NO NO NO CHANGE 7,403 62.9 -0.1 86 DAY ST BAY AVE TO ALESSANDRO BLVD 5,574 60.0 7,352 63.0 2.9 NO NO NO NO NO CHANGE 7,338 62.8 -0.2 87 DRACAEA AVE HEACOCK ST TO INDIAN ST 818 51.5 800 51.1 -0.5 NO NO NO NO NO CHANGE 800 51.1 0.0 88 DRACAEA AVE INDIAN ST TO MORENO WAY 2,082 55.2 1,948 55.3 0.1 NO NO NO NO NO CHANGE 1,948 55.3 0.0 89 DRACAEA AVE MORENO WAY TO PERRIS BLVD 2,082 55.2 1,860 55.4 0.2 NO NO NO NO NO CHANGE 1,846 54.7 -0.7 90 DRACAEA AVE PERRIS BLVD TO PATRICIA LN 1,850 54.5 3,761 58.7 4.2 NO NO NO NO NO CHANGE 3,755 58.6 -0.1 91 DRACAEA AVE PATRICIA LN TO KITCHING ST 1,850 54.5 1,814 54.5 0.0 NO NO NO NO NO CHANGE 1,814 54.5 0.0 92 DRACAEA AVE KITCHING ST TO PEPPERBUSH DR 1,570 53.8 1,992 54.8 1.0 NO NO NO NO LESS 1,989 54.6 -0.2 93 DRACAEA AVE PEPPERBUSH DR TO LASSELLE ST 816 50.6 576 49.4 -1.1 NO NO NO NO LESS 576 49.4 0.0 94 E ALESSANDRO BLVD I-215 TO OLD 215 FRONTAGE 28,884 74.4 50,213 77.0 2.7 NO NO YES YES MORE 50,299 77.1 0.1 95 ELSWORTH ST EUCALYPTUS AVE TO DRACAEA AVE 3,525 60.8 5,914 62.6 1.9 NO NO NO NO LESS 5,906 62.5 -0.1 96 ELSWORTH ST DRACAEA AVE TO FRINGE ST 7,587 63.2 7,399 63.4 0.1 NO NO NO NO NO CHANGE 7,390 63.3 -0.1 97 ELSWORTH ST FRINGE ST TO COTTONWOOD AVE 7,587 63.1 10,895 64.5 1.4 NO NO NO NO NO CHANGE 10,881 64.4 -0.1 98 ELSWORTH ST COTTONWOOD AVE TO ELLA AVE 3,820 59.8 8,413 62.3 2.5 NO NO NO NO NO CHANGE 8,399 62.2 -0.1 99 ELSWORTH ST ELLA AVE TO BAY AVE 3,820 59.8 6,182 61.3 1.5 NO NO NO NO LESS 6,171 61.1 -0.2 100 ELSWORTH ST BAY AVE TO ALESSANDRO BLVD 3,820 59.8 6,117 61.3 1.4 NO NO NO NO LESS 6,105 61.1 -0.2 101 ELSWORTH ST ALESSANDRO BLVD TO BUSINESS CENTER DR 14,328 68.6 20,539 71.0 2.4 NO NO YES YES MORE 20,490 70.9 -0.1 102 ELSWORTH ST BUSINESS CENTER DR TO GOLDENCREST DR 6,286 65.6 11,443 67.3 1.8 NO NO YES YES NO CHANGE 11,398 67.1 -0.2 103 ELSWORTH ST GOLDENCREST DR TO CACTUS AVE 6,286 66.0 11,443 67.7 1.8 NO NO YES YES NO CHANGE 11,398 67.5 -0.2 104 EUCALYPTUS AVE TOWNGATE BLVD TO CARNABY ST 12,735 67.0 16,303 68.2 1.1 NO NO NO NO NO CHANGE 16,295 68.1 -0.1 105 EUCALYPTUS AVE CARNABY ST TO ELSWORTH ST 12,735 67.4 13,854 68.0 0.5 NO NO NO NO LESS 13,850 67.9 -0.1 106 EUCALYPTUS AVE ELSWORTH ST TO FREDERICK ST 6,757 64.5 11,923 67.0 2.5 NO NO NO NO LESS 11,915 67.0 0.0 107 EUCALYPTUS AVE FREDERICK ST TO KOCHI DR 9,346 65.1 23,988 69.7 4.6 NO NO YES YES NO CHANGE 23,913 69.5 -0.2 108 EUCALYPTUS AVE KOCHI DR TO GRAHAM ST 11,132 65.8 20,903 69.2 3.4 NO NO YES YES NO CHANGE 20,828 68.9 -0.3 109 EUCALYPTUS AVE GRAHAM ST TO SUNBIRD DR 13,975 67.5 22,360 69.6 2.0 NO NO YES YES MORE 22,353 69.6 0.0 110 EUCALYPTUS AVE SUNBIRD DR TO RUNNING DEER RD 5,172 62.6 22,360 69.6 6.9 NO YES NO YES NO CHANGE 22,353 69.5 -0.1 111 EUCALYPTUS AVE RUNNING DEER RD TO HEACOCK ST 5,172 62.6 17,234 68.1 5.5 NO YES NO YES NO CHANGE 17,226 68.1 0.0 112 EUCALYPTUS AVE HEACOCK ST TO LIBERTY LN 7,561 62.6 16,981 66.3 3.8 NO YES NO YES MORE 16,975 66.3 0.0 113 EUCALYPTUS AVE LIBERTY LN TO INDIAN ST 7,561 62.6 15,254 65.9 3.3 NO YES NO YES NO CHANGE 15,248 65.8 -0.1 114 EUCALYPTUS AVE INDIAN ST TO PERRIS BLVD 4,375 60.0 13,193 65.1 5.1 YES NO NO YES NO CHANGE 13,199 65.1 0.0 115 EUCALYPTUS AVE PERRIS BLVD TO FOREMAN AVE 5,015 60.7 17,314 66.4 5.7 NO YES NO YES NO CHANGE 17,291 66.3 -0.1 116 EUCALYPTUS AVE FOREMAN AVE TO KITCHING ST 173 49.2 15,884 66.2 17.1 YES NO NO YES NO CHANGE 15,871 66.2 0.0 117 EUCALYPTUS AVE KITCHING ST TO RAENETTE WAY 5,513 61.5 19,398 67.2 5.8 NO YES NO YES NO CHANGE 19,385 67.2 0.0 118 EUCALYPTUS AVE RAENETTE WAY TO LASSELLE ST 4,611 60.7 18,817 67.1 6.5 NO YES NO YES NO CHANGE 18,807 67.1 0.0 119 EUCALYPTUS AVE LASSELLE ST TO BARBAZON DR 7,020 62.7 11,757 65.1 2.4 NO NO NO NO NO CHANGE 11,736 64.9 -0.2 120 EUCALYPTUS AVE BARBAZON DR TO MORRISON ST 3,616 59.7 8,686 63.8 4.1 NO NO NO NO LESS 8,686 63.8 0.0 121 EUCALYPTUS AVE MORRISON ST TO CHEYENNE ST 9,512 64.4 11,180 65.2 0.8 NO NO NO NO NO CHANGE 11,179 65.2 0.0 122 EUCALYPTUS AVE CHEYENNE ST TO NASON ST 28 38.6 12,014 65.5 26.9 YES NO NO YES NO CHANGE 12,013 65.5 0.0 123 EUCALYPTUS AVE NASON ST TO SUMMERWINDS DR 9,387 62.5 10,062 62.3 -0.2 NO NO NO NO NO CHANGE 10,062 62.3 0.0 124 EUCALYPTUS AVE SUMMERWINDS DR TO FIR AVE 6,248 60.7 5,766 60.3 -0.4 NO NO NO NO NO CHANGE 5,766 60.3 0.0 125 EUCALYPTUS AVE FIR AVE TO FELDSPAR AVE 9,829 64.1 8,967 63.4 -0.6 NO NO NO NO NO CHANGE 8,967 63.4 0.0 126 EUCALYPTUS AVE FELDSPAR AVE TO MORENO BEACH PLAZA RD 9,829 64.0 4,887 61.2 -2.8 NO NO NO NO NO CHANGE 4,887 61.2 0.0 127 EUCALYPTUS AVE MORENO BEACH PLAZA RD TO AUTO MALL PKWY 9,829 64.0 6,819 62.8 -1.2 NO NO NO NO NO CHANGE 6,813 62.7 -0.1 128 EUCALYPTUS AVE AUTO MALL PKWY TO AUTO MALL DR 126 47.9 104 47.0 -0.9 NO NO NO NO LESS 104 47.0 0.0 129 EUCALYPTUS AVE AUTO MALL DR TO B ST 9,890 67.4 104 47.0 -20.4 NO NO NO NO NO CHANGE 104 47.0 0.0 130 EUCALYPTUS AVE B ST TO REDLANDS BLVD 11,994 66.0 1,978 61.6 -4.4 NO NO NO NO LESS 1,978 61.6 0.0 131 EUCALYPTUS AVE REDLANDS BLVD TO WORLD LOGISTICS CIR PKWY 2,419 64.7 1,954 65.0 0.3 NO NO NO NO LESS 1,952 65.0 0.0 132 FREDERICK ST SUNNYMEAD BLVD TO CENTERPOINT DR 28,619 72.3 31,422 73.2 0.9 NO NO NO NO NO CHANGE 31,289 72.9 -0.3 133 FREDERICK ST CENTERPOINT DR TO BRABHAM ST 21,457 70.1 18,778 69.7 -0.4 NO NO NO NO NO CHANGE 18,566 68.8 -0.9 134 FREDERICK ST BRABHAM ST TO TOWNGATE BLVD 21,457 70.1 18,778 69.7 -0.4 NO NO NO NO NO CHANGE 18,566 68.8 -0.9 135 FREDERICK ST TOWNGATE BLVD TO EUCALYPTUS AVE 21,645 69.0 24,916 69.5 0.6 NO NO NO NO NO CHANGE 24,721 68.9 -0.6 136 FREDERICK ST EUCALYPTUS AVE TO DRACAEA AVE 19,438 68.8 16,335 67.8 -1.0 NO NO NO NO NO CHANGE 16,220 67.3 -0.5 137 FREDERICK ST DRACAEA AVE TO COTTONWOD AVE 19,080 68.6 15,817 67.6 -1.0 NO NO NO NO NO CHANGE 15,704 67.1 -0.5 138 FREDERICK ST COTTONWOOD AVE TO BAY AVE 13,089 67.7 9,174 66.0 -1.6 NO NO NO NO NO CHANGE 9,066 65.3 -0.7 139 FREDERICK ST BAY AVE TO ALESSANDRO BLVD 13,089 67.4 11,066 66.4 -1.1 NO NO NO NO NO CHANGE 10,958 65.7 -0.7 140 FREDERICK ST ALESSANDRO BLVD TO BRODIAEA AVE 2,317 60.0 4,227 64.5 4.5 NO YES NO YES NO CHANGE 4,247 64.7 0.2 141 FREDERICK ST BRODIAEA AVE TO CACTUS AVE 2,495 61.5 3,325 59.9 -1.6 NO NO NO NO LESS 3,325 59.9 0.0 11 I I I
2259
No.
Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
Roadway Segment Existing Future Without Project
142 GATEWAY DR DAY ST TO MEMORIAL WAY 11,284 65.8 14,373 67.0 1.2 NO NO NO NO NO CHANGE 14,454 67.4 0.4 143 GENTIAN AVE HEACOCK ST TO CANYONSTONE DR 7,278 63.9 10,719 67.6 3.7 NO YES NO YES MORE 10,927 68.4 0.8 144 GENTIAN AVE CANYONSTONE DR TO INDIAN ST 557 55.5 7,113 67.2 11.7 YES NO NO YES NO CHANGE 7,305 68.1 0.9 145 GENTIAN AVE PERRIS BLVD TO PATRICIA ST 1,647 57.4 9,918 65.8 8.4 YES NO NO YES NO CHANGE 9,908 65.7 -0.1 146 GENTIAN AVE PATRICIA LN TO KITCHING ST 1,647 57.4 11,158 65.5 8.1 YES NO NO YES NO CHANGE 11,148 65.4 -0.1 147 GENTIAN AVE KITCHING ST TO CASA GRARDE ST 10,187 66.1 19,402 69.0 2.9 NO NO YES YES NO CHANGE 19,392 68.9 -0.1 148 GENTIAN AVE CASA GRARDE ST TO LASSELLE ST 7,365 64.0 10,911 66.1 2.1 NO NO NO NO LESS 10,901 66.0 -0.1 149 GILMAN SPRINGS RD SR-60 TO EUCALYPTUS AVE 9,732 69.7 28,876 78.3 8.6 NO NO YES YES NO CHANGE 29,800 78.8 0.5 150 GILMAN SPRINGS RD EUCALYPTUS AVE TO ALESSANDRO BLVD 9,732 69.7 29,595 78.5 8.8 NO NO YES YES MORE 30,532 79.0 0.5 151 GILMAN SPRINGS RD SOUTH OF ALESSANDRO BLVD 9,732 68.7 21,541 72.9 4.1 NO NO YES YES NO CHANGE 22,217 73.9 1.0 152 GRAHAM ST SUNNYMEAD BLVD TO OLD VALLEY DR 9,732 67.1 25,830 70.8 3.8 NO NO YES YES NO CHANGE 25,709 70.5 -0.3 153 GRAHAM ST OLD VALLEY DR TO EUCALYPTUS AVE 12,458 67.7 27,781 71.0 3.4 NO NO YES YES NO CHANGE 27,661 70.8 -0.2 154 GRAHAM ST EUCALYPTUS AVE TO DRACAEA AVE 13,555 67.7 29,192 71.4 3.7 NO NO YES YES NO CHANGE 28,999 71.0 -0.4 155 GRAHAM ST DRACAEA AVE TO SUNLINE DR 1,704 57.6 29,133 71.4 13.8 YES NO NO YES NO CHANGE 28,940 71.0 -0.4 156 GRAHAM ST SUNLINE DR TO COTTONWOOD AVE 12,027 67.2 27,766 71.2 4.0 NO NO YES YES NO CHANGE 27,575 70.8 -0.4 157 GRAHAM ST COTTONWOOD AVE TO BAY AVE 6,726 64.7 22,726 70.4 5.7 NO YES NO YES NO CHANGE 22,528 69.8 -0.6 158 GRAHAM ST BAY AVE TO ALESSANDRO BLVD 6,726 64.7 27,237 71.1 6.4 NO YES NO YES NO CHANGE 27,039 70.6 -0.5 159 GRAHAM ST ALESSANDRO BLVD TO BRODIAEA AVE 6,726 64.7 22,388 71.1 6.5 NO YES NO YES MORE 22,203 70.7 -0.4 160 GRAHAM ST BRODIAEA AVE TO CACTUS AVE 1,373 58.5 20,071 70.3 11.8 YES NO NO YES NO CHANGE 19,936 69.9 -0.4 161 HEACOCK ST PERRIS BLVD TO SUNNYMEAD RANCH PKWY 5,440 65.7 7,859 67.1 1.4 NO NO NO NO LESS 7,858 67.1 0.0 162 HEACOCK ST SUNNYMEAD RANCH PKWY TO MANZANITA AVE 13,466 67.5 16,142 68.3 0.9 NO NO NO NO NO CHANGE 16,132 68.3 0.0 163 HEACOCK ST MANZANITA AVE TO BADGER SPRINGS TRAIL 16,009 68.1 15,628 68.2 0.1 NO NO NO NO LESS 15,618 68.1 -0.1 164 HEACOCK ST BADGER SPRINGS TRAIL TO SANDBOW ST 16,009 68.1 18,846 68.9 0.8 NO NO NO NO LESS 18,836 68.8 -0.1 165 HEACOCK ST SANDBOW ST TO GREGORY LN 21,142 69.2 23,817 69.8 0.6 NO NO NO NO NO CHANGE 23,806 69.8 0.0 166 HEACOCK ST GREGORY LN TO KERNWOOD DR 21,142 69.2 23,817 69.8 0.6 NO NO NO NO NO CHANGE 23,806 69.8 0.0 167 HEACOCK ST KERNWOOD DR TO IRONWOOD AVE 20,731 69.2 23,675 69.8 0.6 NO NO NO NO NO CHANGE 23,664 69.8 0.0 168 HEACOCK ST IRONWOOD AVE TO HEMLOCK AVE 19,386 66.1 19,930 66.3 0.2 NO NO NO NO NO CHANGE 19,907 66.2 -0.1 169 HEACOCK ST HEMLOCK AVE TO SUNNYMEAD BLVD 25,547 68.0 25,000 68.5 0.5 NO NO NO NO NO CHANGE 24,887 68.2 -0.3 170 HEACOCK ST SUNNYMEAD BLVD TO WEBSTER AVE 25,547 68.1 19,380 67.1 -1.0 NO NO NO NO NO CHANGE 19,275 66.7 -0.4 171 HEACOCK ST WEBSTER AVE TO FIR AVE 17,624 67.0 14,620 66.0 -1.0 NO NO NO NO NO CHANGE 14,516 65.5 -0.5 172 HEACOCK ST FIR AVE TO MYERS AVE 17,624 67.0 10,783 65.1 -1.9 NO NO NO NO NO CHANGE 10,679 64.4 -0.7 173 HEACOCK ST MYERS AVE TO EUCALYPTUS AVE 13,944 66.3 10,783 65.1 -1.2 NO NO NO NO LESS 10,679 64.4 -0.7 174 HEACOCK ST EUCALYPTUS AVE TO DRACAEA AVE 21,634 68.9 19,591 68.4 -0.6 NO NO NO NO NO CHANGE 19,485 68.0 -0.4 175 HEACOCK ST DRACAEA AVE TO FAWN ST 18,263 68.4 19,134 68.3 -0.1 NO NO NO NO NO CHANGE 19,027 67.9 -0.4 176 HEACOCK ST FAWN ST TO COTTONWOOD AVE 18,263 68.4 17,016 67.9 -0.5 NO NO NO NO NO CHANGE 16,914 67.5 -0.4 177 HEACOCK ST COTTONWOOD AVE TO ALESSANDRO BLVD 22,588 69.3 16,890 67.9 -1.4 NO NO NO NO LESS 16,786 67.5 -0.4 178 HEACOCK ST ALESSANDRO BLVD TO CACTUS AVE 17,064 68.9 15,470 68.2 -0.7 NO NO NO NO LESS 15,382 67.8 -0.4 179 HEACOCK ST CACTUS AVE TO DELPHINIUM AVE 33,116 75.2 31,235 74.6 -0.6 NO NO NO NO NO CHANGE 31,414 74.8 0.2 180 HEACOCK ST DELPHINIUM AVE TO JOHN F KENNEDY DR 29,750 75.0 29,231 74.4 -0.6 NO NO NO NO NO CHANGE 29,407 74.7 0.3 181 HEACOCK ST JOHN F KENNEDY DR TO GENTIAN AVE 18,993 74.1 24,676 74.1 0.0 NO NO NO NO NO CHANGE 24,865 74.4 0.3 182 HEACOCK ST GENTIAN AVE TO IRIS AVE 14,476 73.8 27,216 74.0 0.2 NO NO NO NO NO CHANGE 27,197 74.0 0.0 183 HEACOCK ST IRIS AVE TO SAN MICHELE RD 11,763 72.5 31,209 74.2 1.7 NO NO YES YES NO CHANGE 31,121 74.1 -0.1 184 HEACOCK ST SAN MICHELE RD TO NANDINA AVE 7,612 69.9 21,824 71.6 1.7 NO NO YES YES MORE 21,757 71.5 -0.1 185 HEACOCK ST NANDINA AVE TO HARLEY KNOX BLVD 7,612 70.1 30,056 74.5 4.3 NO NO YES YES MORE 30,221 74.6 0.1 186 HEMLOCK AVE PIGEON PASS RD TO GRAHAM ST 11,684 64.8 7,519 63.8 -1.0 NO NO NO NO NO CHANGE 7,554 64.1 0.3 187 HEMLOCK AVE GRAHAM ST TO HEACOCK ST 9,378 62.9 10,805 63.9 0.9 NO NO NO NO NO CHANGE 10,828 64.0 0.1 188 HEMLOCK AVE HEACOCK ST TO INDIAN ST 2,536 58.0 3,482 60.5 2.6 NO NO NO NO NO CHANGE 3,484 60.6 0.1 189 HEMLOCK AVE INDIAN ST TO PERRIS BLVD 4,812 58.7 3,903 58.4 -0.3 NO NO NO NO NO CHANGE 3,903 58.4 0.0 190 HIDDEN SPRINGS DR PIGEON PASS RD TO COUNTRY CREST DR 61 38.9 68 39.4 0.5 NO NO NO NO LESS 68 39.4 0.0 191 HIDDEN SPRINGS DR COUNTRY CREST DR TO MOUNTAIN VIEW RD 4,013 57.7 4,180 57.9 0.2 NO NO NO NO LESS 4,180 57.9 0.0 192 HIDDEN SPRINGS DR MOUNTAIN VIEW RD TO PIGEON PASS RD 3,938 57.6 4,053 57.8 0.2 NO NO NO NO LESS 4,053 57.8 0.0 193 HIGHLAND BLVD REDLANDS BLVD TO JUNIPER AVE 218 52.2 2,971 68.4 16.2 YES NO NO YES NO CHANGE 2,967 68.4 0.0 194 HIGHLAND BLVD JUNIPER AVE TO IRONWOOD AVE 117 49.8 2,916 68.5 18.7 YES NO NO YES NO CHANGE 2,912 68.5 0.0 195 INDIAN ST MANZANITA AVE TO IRONWOOD AVE 4,718 61.1 5,279 61.5 0.4 NO NO NO NO NO CHANGE 5,279 61.5 0.0 196 INDIAN ST IRONWOOD AVE TO SR-60 4,685 58.8 5,142 59.1 0.4 NO NO NO NO NO CHANGE 5,142 59.1 0.0 197 INDIAN ST SR-60 TO SUNNYMEAD BLVD 7,065 61.4 9,660 63.3 1.9 NO NO NO NO NO CHANGE 9,651 63.2 -0.1 198 INDIAN ST SUNNYMEAD BLVD TO FIR AVE 7,111 61.2 9,428 63.0 1.8 NO NO NO NO NO CHANGE 9,420 63.0 0.0 199 INDIAN ST FIR AVE TO MYERS AVE 5,683 60.6 8,319 62.7 2.1 NO NO NO NO NO CHANGE 8,309 62.6 -0.1 200 INDIAN ST MYERS AVE TO EUCALYPTUS AVE 5,683 60.6 8,319 62.7 2.1 NO NO NO NO NO CHANGE 8,309 62.6 -0.1 201 INDIAN ST EUCALYPTUS AVE TO ATWOOD AVE 7,312 61.4 8,317 62.7 1.2 NO NO NO NO NO CHANGE 8,308 62.6 -0.1 202 INDIAN ST ATWOOD AVE TO DRACAEA AVE 7,312 61.4 8,317 62.7 1.2 NO NO NO NO NO CHANGE 8,308 62.6 -0.1 203 INDIAN ST DRACAEA AVE TO COTTONWOOD AVE 7,215 61.4 7,284 62.2 0.7 NO NO NO NO LESS 7,276 62.1 -0.1 204 INDIAN ST COTTONWOOD AVE TO BAY AVE 8,255 64.4 7,240 64.3 -0.1 NO NO NO NO LESS 7,230 64.2 -0.1 205 INDIAN ST BAY AVE TO ALESSANDRO BLVD 10,189 65.1 12,227 66.3 1.2 NO NO NO NO LESS 12,218 66.3 0.0 206 INDIAN ST ALESSANDRO BLVD TO BRODIAEA AVE 23,823 70.6 28,086 71.3 0.7 NO NO NO NO NO CHANGE 28,033 71.2 -0.1 207 INDIAN ST BRODIAEA AVE TO CACTUS AVE 19,018 69.8 23,593 70.7 0.9 NO NO NO NO NO CHANGE 23,550 70.6 -0.1 208 INDIAN ST CACTUS AVE TO DELPHINIUM AVE 19,060 70.1 22,585 70.7 0.7 NO NO NO NO NO CHANGE 22,552 70.6 -0.1 209 INDIAN ST DELPHINIUM AVE TO JOHN F KENNEDY DR 20,550 70.2 24,059 70.9 0.6 NO NO NO NO NO CHANGE 24,027 70.8 -0.1 210 INDIAN ST JOHN F KENNEDY DR TO GENTIAN AVE 9,418 68.9 12,622 69.6 0.7 NO NO NO NO LESS 12,603 69.6 0.0 211 INDIAN ST GENTIAN AVE TO IRIS AVE 6,982 68.5 14,735 71.2 2.7 NO NO YES YES NO CHANGE 14,901 71.6 0.4 212 INDIAN ST IRIS AVE TO KRAMERIA AVE 3,174 63.7 15,045 73.2 9.5 NO YES NO YES NO CHANGE 15,046 73.2 0.0 12 I I I
2260
No.
Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
Roadway Segment Existing Future Without Project
213 INDIAN ST SOUTH OF KRAMERIA AVE 1,464 62.2 14,148 72.4 10.2 NO YES NO YES NO CHANGE 14,253 72.6 0.2 214 INDIAN ST NORTH OF SAN MICHELE RD 4,450 67.2 15,827 71.6 4.4 NO NO YES YES NO CHANGE 16,058 71.9 0.3 215 INDIAN ST SAN MICHELE RD TO NANDINA AVE 6,313 69.9 30,218 75.9 6.0 NO NO YES YES NO CHANGE 30,142 75.8 -0.1 216 INDIAN ST NANDINA AVE TO GROVE VIEW RD 10,930 71.8 22,195 73.7 2.0 NO NO YES YES MORE 22,182 73.7 0.0 217 INDIAN ST GROVE VIEW RD TO E OLEANDER AVE 10,930 71.8 25,551 75.5 3.8 NO NO YES YES MORE 25,703 75.7 0.2 218 IRIS AVE HEACOCK ST TO INDIAN ST 2,514 68.5 12,559 69.7 1.2 NO NO NO NO NO CHANGE 12,486 69.5 -0.2 219 IRIS AVE INDIAN ST TO EMMA LN 3,345 63.3 10,665 69.3 6.0 NO YES NO YES NO CHANGE 10,371 68.3 -1.0 220 IRIS AVE EMM A LN TO PERRIS BLVD 3,345 63.7 10,665 69.8 6.0 NO YES NO YES NO CHANGE 10,371 68.7 -1.1 221 IRIS AVE PERRIS BLVD TO KITCHING ST 18,723 72.4 28,968 74.8 2.4 NO NO YES YES NO CHANGE 27,399 72.4 -2.4 222 IRIS AVE KITCHING ST TO LASSELLE ST 19,094 73.3 35,690 76.8 3.4 NO NO YES YES NO CHANGE 34,126 75.2 -1.6 223 IRIS AVE LASSELLE ST TO MESA VERDE DR 34,844 74.9 57,447 77.8 2.9 NO NO YES YES NO CHANGE 55,816 76.6 -1.2 224 IRIS AVE MESA VERDE DR TO NASON ST 30,595 74.5 52,979 77.6 3.2 NO NO YES YES NO CHANGE 51,348 76.3 -1.3 225 IRIS AVE NASON ST TO TURNBERRY ST 22,944 73.4 44,009 77.1 3.8 NO NO YES YES NO CHANGE 42,388 75.7 -1.4 226 IRIS AVE TURNBERRY ST TO OLIVER ST 22,944 74.0 34,507 77.2 3.2 NO NO YES YES MORE 32,886 75.5 -1.7 227 IRIS AVE OLIVER ST TO VIA DEL LAGO 14,484 72.7 27,721 76.7 4.0 NO NO YES YES MORE 26,102 74.8 -1.9 228 IRONWOOD AVE DAY ST TO ATHENS DR 13,777 67.1 19,660 68.5 1.4 NO NO NO NO NO CHANGE 19,662 68.5 0.0 229 IRONWOOD AVE ATHENS DR TO HERITAGE DR 13,777 67.5 17,846 68.4 0.9 NO NO NO NO NO CHANGE 17,846 68.4 0.0 230 IRONWOOD AVE HERITAGE DR TO PIGEON PASS RD 8,451 64.8 14,458 67.2 2.5 NO NO NO NO LESS 14,452 67.2 0.0 231 IRONWOOD AVE PIGEON PASS RD TO DREAM ST 16,679 67.9 19,954 68.7 0.8 NO NO NO NO NO CHANGE 19,966 68.7 0.0 232 IRONWOOD AVE DREAM ST TO GRAHAM ST 16,679 67.9 19,485 68.6 0.6 NO NO NO NO NO CHANGE 19,496 68.6 0.0 233 IRONWOOD AVE GRAHAM ST TO HEACOCK ST 11,342 66.2 17,451 68.1 1.9 NO NO YES YES MORE 17,453 68.1 0.0 234 IRONWOOD AVE HEACOCK ST TO DAVIS ST 8,605 63.3 11,728 64.8 1.6 NO NO NO NO NO CHANGE 11,729 64.8 0.0 235 IRONWOOD AVE DAVIS ST TO INDIAN ST 8,503 63.3 11,389 64.5 1.3 NO NO NO NO NO CHANGE 11,389 64.5 0.0 236 IRONWOOD AVE INDIAN ST TO HARCLARE DR 6,229 61.7 10,070 64.0 2.2 NO NO NO NO LESS 10,069 64.0 0.0 237 IRONWOOD AVE HARCLARE DR TO PERRIS BLVD 6,229 61.7 10,720 64.3 2.6 NO NO NO NO LESS 10,719 64.3 0.0 238 IRONWOOD AVE PERRIS BLVD TO FRANKLIN ST 10,642 66.0 13,840 66.9 0.9 NO NO NO NO LESS 13,841 66.9 0.0 239 IRONWOOD AVE FRANKLIN ST TO KITCHING ST 463 52.4 16,221 67.6 15.2 YES NO NO YES NO CHANGE 16,222 67.6 0.0 240 IRONWOOD AVE KITCHING ST TO TUSCOLA ST 10,606 65.9 16,221 67.6 1.7 NO NO YES YES MORE 16,222 67.6 0.0 241 IRONWOOD AVE TUSCOLA ST TO CHAMPLAIN ST 10,606 65.9 16,221 67.6 1.7 NO NO YES YES MORE 16,222 67.6 0.0 242 IRONWOOD AVE CHAMPLAIN ST TO LASSELLE ST 6,379 64.8 9,379 65.2 0.4 NO NO NO NO NO CHANGE 9,380 65.2 0.0 243 IRONWOOD AVE LASSELLE ST TO STEEPLECHASE DR 10,231 65.7 9,379 65.3 -0.5 NO NO NO NO LESS 9,380 65.3 0.0 244 IRONWOOD AVE STEEPLECHASE DR TO NASON ST 5,744 62.3 11,121 65.3 3.0 NO YES NO YES NO CHANGE 11,122 65.3 0.0 245 IRONWOOD AVE NASON ST TO MORENO BEACH DR 794 59.2 10,570 67.8 8.6 YES NO NO YES MORE 10,570 67.8 0.0 246 IRONWOOD AVE MORENO BEACH DR TO REDLANDS BLVD 9,915 68.1 10,294 68.0 -0.1 NO NO NO NO NO CHANGE 10,294 68.0 0.0 247 IRONWOOD AVE REDLANDS BLVD TO HIGHLAND BLVD 364 53.8 1,267 59.3 5.5 YES NO NO YES NO CHANGE 1,267 59.3 0.0 248 JOHN F KENNEDY DR HEACOCK TO INDIAN ST 14,803 69.0 19,993 69.5 0.5 NO NO NO NO NO CHANGE 19,964 69.4 -0.1 249 JOHN F KENNEDY DR INDIAN ST TO PERRIS BLVD 25,267 70.1 24,981 70.0 0.0 NO NO NO NO NO CHANGE 24,938 69.9 -0.1 250 JOHN F KENNEDY DR PERRIS BLVD TO KITCHING ST 16,213 68.1 15,567 68.0 -0.1 NO NO NO NO NO CHANGE 15,539 67.9 -0.1 251 JOHN F KENNEDY DR KITCHING ST TO LASSELLE ST 12,428 66.6 8,904 65.1 -1.5 NO NO NO NO NO CHANGE 8,875 64.8 -0.3 252 KITCHING ST SR-60 TO FIR AVE 9,483 63.3 11,316 64.1 0.8 NO NO NO NO NO CHANGE 11,312 64.1 0.0 253 KITCHING ST FIR AVE TO EUCALYPTUS AVE 7,409 62.1 10,413 63.7 1.6 NO NO NO NO NO CHANGE 10,411 63.6 -0.1 254 KITCHING ST EUCALYPTUS AVE TO DRACAEA AVE 7,017 62.2 8,424 62.9 0.8 NO NO NO NO NO CHANGE 8,419 62.9 0.0 255 KITCHING ST DRACAEA AVE TO COTTONWOOD AVE 7,235 62.3 8,848 63.1 0.8 NO NO NO NO NO CHANGE 8,844 63.0 -0.1 256 KITCHING ST COTTONWOOD AVE TO BAY AVE 7,175 62.5 10,708 64.1 1.6 NO NO NO NO LESS 10,703 64.1 0.0 257 KITCHING ST BAY AVE TO ALESSANDRO BLVD 7,119 62.6 8,948 63.2 0.7 NO NO NO NO LESS 8,942 63.2 0.0 258 KITCHING ST ALESSANDRO BLVD TO BRODIAEA AVE 12,958 65.6 22,404 68.7 3.1 NO NO YES YES NO CHANGE 22,400 68.7 0.0 259 KITCHING ST BRODIAEA AVE TO CACTUS AVE 10,330 64.0 19,697 67.7 3.6 NO YES NO YES NO CHANGE 19,693 67.7 0.0 260 KITCHING ST CACTUS AVE TO DELPHINIUM AVE 10,259 65.1 23,400 69.3 4.3 NO NO YES YES NO CHANGE 23,397 69.3 0.0 261 KITCHING ST DELPHINIUM AVE TO JOHN F KENNEDY DR 10,259 65.1 24,208 69.5 4.4 NO NO YES YES NO CHANGE 24,203 69.5 0.0 262 KITCHING ST JOHN F KENNEDY DR TO GENTIAN AVE 14,481 68.2 23,601 70.4 2.2 NO NO YES YES NO CHANGE 23,596 70.4 0.0 263 KITCHING ST GENTIAN AVE TO IRIS AVE 5,826 65.2 16,140 69.3 4.2 NO NO YES YES MORE 16,135 69.3 0.0 264 KITCHING ST SOUTH OF IRIS AVE 11,102 67.5 27,830 73.0 5.6 NO NO YES YES MORE 27,830 73.0 0.0 265 KRAMERIA AVE INDIAN ST TO TARANO LN 3,486 60.3 5,080 65.2 4.9 NO YES NO YES NO CHANGE 5,023 64.8 -0.4 266 KRAMERIA AVE TARANO LN TO PERRIS BLVD 3,486 60.4 7,881 68.0 7.7 NO YES NO YES NO CHANGE 7,674 67.1 -0.9 267 KRAMERIA AVE PERRIS BLVD TO SADDLEBROOK LN 11,503 67.2 25,025 71.9 4.8 NO NO YES YES MORE 25,011 71.9 0.0 268 KRAMERIA AVE SADDLEBROOK LN TO KITCHING ST 10,522 66.6 24,967 71.9 5.3 NO NO YES YES MORE 24,953 71.8 -0.1 269 KRAMERIA AVE KITCHING ST TO LASSELLE ST 5,882 63.7 12,311 66.5 2.8 NO NO NO NO NO CHANGE 12,297 66.4 -0.1 270 LAKE VISTA RD SUNNYMEAD RANCH PKWY TO LAKE SUMMIT DR 2,067 55.1 3,576 57.3 2.2 NO NO NO NO LESS 3,574 57.3 0.0 271 LASSELLE ST FIR AVE TO EUCALYPTUS AVE 2,432 58.3 2,452 58.4 0.1 NO NO NO NO LESS 2,449 58.3 -0.1 272 LASSELLE ST EUCALYPTUS AVE TO DRACAEA AVE 4,959 62.5 16,811 68.0 5.4 NO YES NO YES NO CHANGE 16,797 67.9 -0.1 273 LASSELLE ST DRAVAEA AVE TO COTTONWOOD AVE 5,096 62.6 16,772 67.9 5.3 NO YES NO YES NO CHANGE 16,758 67.9 0.0 274 LASSELLE ST COTTONWOOD AVE TO BAY AVE 10,110 65.3 19,711 68.3 3.0 NO NO YES YES NO CHANGE 19,691 68.2 -0.1 275 LASSELLE ST BAY AVE TO ALESSANDRO BLVD 10,110 65.3 20,524 68.4 3.1 NO NO YES YES NO CHANGE 20,504 68.4 0.0 276 LASSELLE ST ALESSANDRO BLVD TO BRODIAEA AVE 16,672 68.3 19,368 69.1 0.8 NO NO NO NO LESS 19,333 69.0 -0.1 277 LASSELLE ST BRODIAEA AVE TO CACTUS AVE 15,702 68.0 23,110 69.9 1.8 NO NO YES YES NO CHANGE 23,075 69.8 -0.1 278 LASSELLE ST CACTUS AVE TO JOHN F KENNEDY DR 15,916 68.2 22,994 70.1 1.9 NO NO YES YES NO CHANGE 22,932 69.9 -0.2 279 LASSELLE ST JOHN F KENNEDY DR TO MARGARET AVE 20,375 69.9 25,562 71.1 1.2 NO NO NO NO LESS 25,528 71.0 -0.1 280 LASSELLE ST MARGARET AVE TO GENTIAN AVE 20,375 69.9 20,248 70.1 0.2 NO NO NO NO LESS 20,214 70.0 -0.1 281 LASSELLE ST GENTIAN AVE TO IRIS AVE 27,740 71.3 30,286 71.9 0.6 NO NO NO NO NO CHANGE 30,241 71.8 -0.1 282 LASSELLE ST IRIS AVE TO KRAMERIA AVE 30,266 71.6 39,056 72.9 1.3 NO NO NO NO NO CHANGE 38,946 72.7 -0.2 283 LASSELLE ST KRAMERIA AVE TO VIA XAVIER 28,930 71.3 39,152 72.8 1.4 NO NO NO NO NO CHANGE 39,069 72.6 -0.2 13 I I I
2261
No.
Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
Roadway Segment Existing Future Without Project
284 LASSELLE ST VIA XAVIER TO CREMELLO WAY 20,838 69.9 32,117 71.9 2.0 NO NO YES YES MORE 32,034 71.7 -0.2 285 LASSELLE ST CREMELLO WAY TO E OLEANDER AVE 23,671 67.9 35,058 69.7 1.9 NO NO YES YES MORE 34,981 69.5 -0.2 286 LOCUST AVE WEST OF MORENO BEACH DR 1,956 56.9 2,885 60.3 3.4 NO NO NO NO NO CHANGE 2,885 60.3 0.0 287 LOCUST AVE MORENO BEACH DR TO CARRIE LN 1,956 58.3 1,754 59.6 1.2 NO NO NO NO NO CHANGE 1,754 59.6 0.0 288 LOCUST AVE CARRIE LN TO QUINCY ST 1,161 55.8 1,754 59.4 3.6 NO NO NO NO NO CHANGE 1,754 59.4 0.0 289 LOCUST AVE QUINCY ST TO REDLANDS BLVD 1,161 55.8 1,553 59.2 3.4 NO NO NO NO NO CHANGE 1,553 59.2 0.0 290 MANZANITA AVE HEACOCK ST TO DAVIS ST 702 53.6 759 54.3 0.6 NO NO NO NO NO CHANGE 759 54.3 0.0 291 MANZANITA AVE DAVIS ST TO INDIAN ST 702 53.6 759 54.3 0.6 NO NO NO NO LESS 759 54.3 0.0 292 MANZANITA AVE INDIAN ST TO PERRIS BLVD 1,267 57.1 680 54.6 -2.5 NO NO NO NO LESS 680 54.6 0.0 293 MEMORIAL WAY TOWN CIR TO GATEWAY DR 15,797 69.2 17,350 69.9 0.7 NO NO NO NO NO CHANGE 17,422 70.1 0.2 294 MEMORIAL WAY GATEWAY DR TO EUCALYPTUS AVE 17,841 69.3 21,368 70.3 0.9 NO NO NO NO NO CHANGE 21,355 70.2 -0.1 295 MORENO BEACH DR LOCUST AVE TO JUNIPER AVE 2,741 59.3 3,362 60.0 0.7 NO NO NO NO LESS 3,362 60.0 0.0 296 MORENO BEACH DR JUNIPER AVE TO IRONWOOD AVE 2,707 59.2 3,230 59.8 0.6 NO NO NO NO LESS 3,230 59.8 0.0 297 MORENO BEACH DR IRONWOOD AVE TO SR-60 9,296 68.3 13,533 69.6 1.3 NO NO NO NO LESS 13,533 69.6 0.0 298 MORENO BEACH DR SR-60 TO EYCALYPTUS AVE 23,045 74.8 41,697 77.2 2.3 NO NO YES YES NO CHANGE 41,440 76.9 -0.3 299 MORENO BEACH DR EUCALYPTUS AVE TO TRAIL RIDGE WAY 24,067 75.0 42,100 77.2 2.2 NO NO YES YES MORE 41,843 76.9 -0.3 300 MORENO BEACH DR TRAIL RIDGE WAY TO AUTO MALL DR 14,133 72.6 38,680 76.6 4.0 NO NO YES YES NO CHANGE 38,423 76.3 -0.3 301 MORENO BEACH DR AUTO MALL DR TO COTTONWOOD AVE 13,827 72.5 36,941 76.4 3.9 NO NO YES YES NO CHANGE 36,684 76.0 -0.4 302 MORENO BEACH DR COTTONWOOD AVE TO BAY AVE 12,522 72.3 42,094 76.9 4.6 NO NO YES YES NO CHANGE 41,708 76.4 -0.5 303 MORENO BEACH DR BAY AVE TO ALESSANDRO BLVD 12,522 72.3 40,643 76.8 4.5 NO NO YES YES NO CHANGE 40,258 76.3 -0.5 304 MORENO BEACH DR ALESSANDRO BLVD TO BRODIAEA AVE 12,051 71.8 41,521 76.4 4.6 NO NO YES YES MORE 41,134 75.9 -0.5 305 MORENO BEACH DR BRODIAEA AVE TO CACTUS AVE 12,051 70.1 41,521 74.7 4.6 NO NO YES YES NO CHANGE 41,134 74.2 -0.5 306 MORENO BEACH DR CACTUS AVE TO JOHN F KENNEDY DR 8,930 69.3 23,346 73.1 3.8 NO NO YES YES MORE 22,961 72.3 -0.8 307 MORENO BEACH DR JOHN F KENNEDY DR TO VIA DEL LAGO 19,074 72.5 40,094 76.9 4.4 NO NO YES YES MORE 38,472 75.5 -1.4 308 MORRISON ST FIR AVE TO EUCALYPTUS AVE 842 54.1 1,881 57.9 3.8 NO NO NO NO LESS 1,878 57.7 -0.2 309 MORRISON ST EUCALYPTUS AVE TO DRACAEA AVE 9,204 65.1 12,012 66.3 1.2 NO NO NO NO LESS 12,006 66.2 -0.1 310 MORRISON ST DRACAEA AVE TO COTTONWOOD AVE 8,779 64.9 12,964 66.5 1.6 NO NO NO NO NO CHANGE 12,956 66.5 0.0 311 MORRISON ST COTTONWOOD AVE TO BAY AVE 5,500 63.1 13,856 66.8 3.8 NO YES NO YES NO CHANGE 13,846 66.8 0.0 312 MORRISON ST BAY AVE TO ALESSANDRO BLVD 5,497 63.0 14,094 66.9 3.9 NO YES NO YES NO CHANGE 14,084 66.9 0.0 313 N PERRIS BLVD NANDINA AVE TO GROVE VIEW RD 45,789 77.5 55,768 77.9 0.3 NO NO NO NO NO CHANGE 54,844 77.1 -0.8 314 N PERRIS BLVD SOUTH OF GROVE VIEW RD 47,952 78.0 58,045 78.4 0.4 NO NO NO NO NO CHANGE 57,122 77.7 -0.7 315 NANDINA AVE HEACOCK ST TO INDIAN ST 6,806 67.1 7,845 69.3 2.2 NO NO YES YES MORE 7,970 69.6 0.3 316 NANDINA AVE INDIAN ST TO PERRIS BLVD 4,377 69.5 4,241 69.7 0.2 NO NO NO NO LESS 4,149 69.4 -0.3 317 NASON ST IRONWOOD AVE TO SR-60 9,429 65.6 13,979 67.2 1.6 NO NO YES YES NO CHANGE 13,976 67.2 0.0 318 NASON ST SR-60 TO FIR AVE 19,958 69.6 29,575 71.5 1.9 NO NO YES YES MORE 29,566 71.5 0.0 319 NASON ST FIR AVE TO EUCALYPTUS AVE 14,956 68.1 24,411 70.6 2.6 NO NO YES YES NO CHANGE 24,404 70.6 0.0 320 NASON ST EUCALYPTUS AVE TO DRACAEA AVE 14,927 68.4 24,758 70.7 2.3 NO NO YES YES MORE 24,751 70.7 0.0 321 NASON ST DRACAEA AVE TO COTTONWOOD AVE 14,196 67.8 24,758 70.3 2.5 NO NO YES YES NO CHANGE 24,751 70.3 0.0 322 NASON ST COTTONWOOD AVE TO ALESSANDRO BLVD 15,132 67.6 16,280 67.7 0.1 NO NO NO NO NO CHANGE 16,275 67.7 0.0 323 NASON ST ALESSANDRO BLVD TO CACTUS AVE 18,293 69.2 34,207 71.2 2.0 NO NO YES YES MORE 34,196 71.1 -0.1 324 NASON ST CACTUS AVE TO IRIS AVE 7,843 65.6 15,475 67.6 2.0 NO NO YES YES MORE 15,464 67.6 0.0 325 OLD 215 FRONTAGE RD DRACAEA AVE TO COTTONWOOD AVE 4,322 61.3 4,627 63.2 1.9 NO NO NO NO LESS 4,638 63.4 0.2 326 OLD 215 FRONTAGE RD COTTONWOOD TO BAY AVE 3,270 60.2 4,478 61.4 1.2 NO NO NO NO NO CHANGE 4,489 61.6 0.2 327 OLD 215 FRONTAGE RD BAY AVE TO ALESSANDRO BLVD 3,270 63.4 4,528 64.8 1.4 NO NO NO NO NO CHANGE 4,539 64.9 0.1 328 OLD 215 FRONTAGE RD ALESSANDRO BLVD TO CACTUS AVE 5,332 62.6 464 50.4 -12.2 NO NO NO NO LESS 464 50.4 0.0 329 OLD LAKE DR PIGEON PASS RD TO SUNNYMEAD RANCH PKWY 10,703 65.2 11,737 65.5 0.3 NO NO NO NO LESS 11,752 65.6 0.1 330 OLIVER ST CACTUS AVE TO ROCKWOOD AVE 5,424 64.3 16,353 69.4 5.1 NO YES NO YES NO CHANGE 16,352 69.4 0.0 331 OLIVER ST ROCKWOOD AVE TO JOHN F KENNEDY DR 5,424 64.3 15,572 69.0 4.7 NO YES NO YES NO CHANGE 15,572 69.0 0.0 332 OLIVER ST JOHN F KENNEDY DR TO IRIS AVE 3,007 61.2 14,390 68.2 6.9 NO YES NO YES NO CHANGE 14,389 68.2 0.0 333 PERRIS BLVD NORTH OF SUNNYMEAD RANCH PKWY 10,136 68.0 11,691 68.3 0.2 NO NO NO NO LESS 11,677 68.2 -0.1 334 PERRIS BLVD SUNNYMEAD RANCH PKWY TO MANZANITA AVE 13,701 69.0 17,839 69.9 0.9 NO NO NO NO NO CHANGE 17,818 69.8 -0.1 335 PERRIS BLVD MANZANITA AVE TO JACLYN AVE 12,764 68.7 17,510 69.8 1.1 NO NO YES YES NO CHANGE 17,489 69.7 -0.1 336 PERRIS BLVD JACLYN AVE TO KALMIA AVE 14,701 69.2 17,753 69.8 0.7 NO NO NO NO LESS 17,732 69.8 0.0 337 PERRIS BLVD KALMIA AVE TO IRONWOOD AVE 17,955 69.9 22,737 70.8 0.9 NO NO NO NO LESS 22,715 70.7 -0.1 338 PERRIS BLVD IRONWOOD AVE TO HEMLOCK AVE 25,471 71.6 37,974 73.4 1.7 NO NO YES YES MORE 37,951 73.3 -0.1 339 PERRIS BLVD HEMLOCK AVE TO SR-60 38,614 75.2 44,884 75.9 0.6 NO NO NO NO NO CHANGE 44,859 75.8 -0.1 340 PERRIS BLVD SR-60 TO FIR AVE 35,922 72.3 39,989 72.9 0.5 NO NO NO NO NO CHANGE 39,858 72.6 -0.3 341 PERRIS BLVD FIR AVE TO MYERS AVE 33,632 70.5 37,997 71.0 0.5 NO NO NO NO NO CHANGE 37,863 70.7 -0.3 342 PERRIS BLVD MYERS AVE TO EUCALYPTUS AVE 33,632 70.5 37,997 71.0 0.5 NO NO NO NO NO CHANGE 37,863 70.7 -0.3 343 PERRIS BLVD EUCALYPTUS AVE TO DRACAEA AVE 31,784 70.3 32,608 70.4 0.1 NO NO NO NO NO CHANGE 32,501 70.2 -0.2 344 PERRIS BLVD DRACAEA AVE TO COTTONWOOD AVE 31,492 71.8 30,884 71.7 -0.1 NO NO NO NO NO CHANGE 30,784 71.5 -0.2 345 PERRIS BLVD COTTONWOOD AVE TO BAY AVE 21,319 70.1 26,891 71.1 0.9 NO NO NO NO NO CHANGE 26,799 70.8 -0.3 346 PERRIS BLVD BAY AVE TO ALESSANDRO BLVD 25,745 70.8 30,490 71.5 0.7 NO NO NO NO NO CHANGE 30,398 71.3 -0.2 347 PERRIS BLVD ALESSANDRO BLVD TO BRODIAEA AVE 26,153 70.7 28,033 71.2 0.5 NO NO NO NO NO CHANGE 27,981 71.0 -0.2 348 PERRIS BLVD BRODIAEA AVE TO CACTUS AVE 22,785 70.2 23,798 70.6 0.4 NO NO NO NO NO CHANGE 23,747 70.4 -0.2 349 PERRIS BLVD CACTUS AVE TO DELPHINIUM AVE 24,086 70.5 25,035 70.8 0.3 NO NO NO NO LESS 24,986 70.7 -0.1 350 PERRIS BLVD DELPHINIUM AVE TO JOHN F KENNEDY DR 24,086 70.5 27,548 71.1 0.7 NO NO NO NO LESS 27,493 71.0 -0.1 351 PERRIS BLVD JOHN F KENNEDY DR TO FILAREE AVE 35,488 74.5 45,840 75.7 1.2 NO NO YES YES NO CHANGE 45,752 75.6 -0.1 352 PERRIS BLVD FILAREE AVE TO GENTIAN AVE 29,093 73.9 32,045 74.3 0.4 NO NO NO NO NO CHANGE 31,973 74.2 -0.1 353 PERRIS BLVD GENTIAN AVE TO SANTIAGO DR 28,981 73.9 33,494 74.6 0.7 NO NO NO NO LESS 33,432 74.5 -0.1 354 PERRIS BLVD SANTIAGO DR TO IRIS AVE 28,981 73.9 37,151 75.0 1.1 NO NO NO NO LESS 37,080 74.8 -0.2 14 I I I
2262
No.
Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
Roadway Segment Existing Future Without Project
355 PERRIS BLVD IRIS AVE TO KRAMERIA AVE 40,944 76.3 51,656 77.4 1.1 NO NO NO NO LESS 50,273 76.0 -1.4 356 PERRIS BLVD KRAMERIA AVE TO SUBURBAN LN 41,365 77.5 57,623 78.5 1.0 NO NO NO NO NO CHANGE 56,135 77.3 -1.2 357 PERRIS BLVD SUBURBAN LN TO SAN MICHELE RD 47,382 77.8 61,904 78.7 0.9 NO NO NO NO NO CHANGE 60,417 77.6 -1.1 358 PERRIS BLVD SAN MICHELE RD TO NANDINA AVE 45,502 78.1 57,839 78.3 0.2 NO NO NO NO NO CHANGE 56,648 77.4 -0.9 359 PIGEON PASS RD NORTH OF HIDDEN SPRINGS DR 1,141 58.0 1,218 58.4 0.4 NO NO NO NO NO CHANGE 1,218 58.4 0.0 360 PIGEON PASS RD HIDDEN SPRINGS DR TO LAWLESS RD 1,167 56.2 1,257 56.6 0.5 NO NO NO NO LESS 1,257 56.6 0.0 361 PIGEON PASS RD LAWLESS RD TO SUNNYMEAD RANCH PKWY 1,167 56.2 1,257 56.6 0.5 NO NO NO NO LESS 1,257 56.6 0.0 362 PIGEON PASS RD SUNNYMEAD RANCH PKWY TO OLD LAKE DR 5,893 63.3 4,341 62.1 -1.2 NO NO NO NO LESS 4,341 62.1 0.0 363 PIGEON PASS RD OLD LAKE DR TO COUGAR CANYON RD 18,479 70.9 18,596 70.9 0.0 NO NO NO NO NO CHANGE 18,612 70.9 0.0 364 PIGEON PASS RD COUGAR CANYON RD TO HARLAND DR 18,530 70.9 21,435 71.5 0.6 NO NO NO NO NO CHANGE 21,450 71.6 0.1 365 PIGEON PASS RD HARLAND DR TO IRONWOOD AVE 21,213 71.5 24,531 72.1 0.6 NO NO NO NO LESS 24,548 72.1 0.0 366 PIGEON PASS RD IRONWOOD AVE TO HEMLOCK AVE 27,538 70.5 30,596 70.9 0.4 NO NO NO NO LESS 30,615 71.0 0.1 367 REDLANDS BLVD NORTH OF LOCUST AVE 22,995 72.2 29,210 73.9 1.7 NO NO YES YES MORE 29,137 73.8 -0.1 368 REDLANDS BLVD LOCUST AVE TO IRONWOOD AVE 21,288 71.9 27,758 73.3 1.3 NO NO NO NO NO CHANGE 27,688 73.2 -0.1 369 REDLANDS BLVD IRONWOOD AVE TO SR-60 14,836 70.8 21,775 71.9 1.1 NO NO NO NO LESS 21,707 71.7 -0.2 370 REDLANDS BLVD SR-60 TO EUCALYPTUS AVE 12,308 70.8 24,701 73.0 2.2 NO NO YES YES NO CHANGE 24,575 72.7 -0.3 371 REDLANDS BLVD EUCALYPTUS AVE TO DRACAEA AVE 12,308 70.7 23,490 72.6 1.9 NO NO YES YES MORE 23,362 72.3 -0.3 372 REDLANDS BLVD DRACAEA AVE TO COTTONWOOD AVE 10,153 70.0 23,597 73.1 3.1 NO NO YES YES MORE 23,462 72.8 -0.3 373 REDLANDS BLVD COTTONWOOD AVE TO BAY AVE 9,587 69.5 14,859 70.9 1.4 NO NO NO NO NO CHANGE 14,852 70.9 0.0 374 REDLANDS BLVD BAY AVE TO ALESSANDRO BLVD 9,587 69.2 14,797 70.6 1.4 NO NO NO NO NO CHANGE 14,789 70.6 0.0 375 REDLANDS BLVD ALESSANDRO TO CACTUS AVE 13,861 69.9 13,527 69.2 -0.7 NO NO NO NO NO CHANGE 13,526 69.2 0.0 376 SAN MICHELE RD HEACOCK ST TO INDIAN ST 122 46.4 8,567 68.4 21.9 YES NO NO YES NO CHANGE 8,556 68.3 -0.1 377 SAN MICHELE RD INDIAN ST TO PERRIS BLVD 5,297 65.9 6,039 66.1 0.3 NO NO NO NO LESS 6,112 66.6 0.5 378 SUNNYMEAD BLVD FREDERICK ST TO GRAHAM ST 16,187 68.1 23,172 69.5 1.3 NO NO NO NO NO CHANGE 23,139 69.4 -0.1 379 SUNNYMEAD BLVD GRAHAM ST TO HEACOCK ST 8,900 64.9 14,257 67.4 2.5 NO NO NO NO NO CHANGE 14,175 67.0 -0.4 380 SUNNYMEAD BLVD HEACOCK ST TO INDIAN ST 6,607 61.9 6,808 61.7 -0.3 NO NO NO NO NO CHANGE 6,799 61.6 -0.1 381 SUNNYMEAD BLVD INDIAN ST TO PERRIS BLVD 11,734 64.7 12,130 65.0 0.3 NO NO NO NO NO CHANGE 12,116 64.9 -0.1 382 SUNNYMEAD BLVD PERRIS BLVD TO KITCHING ST 11,165 63.5 13,471 64.5 1.1 NO NO NO NO NO CHANGE 13,461 64.5 0.0 383 SUNNYMEAD RANCH PKWY PIGEON PASS RD TO LAKE VISTA RD 486 52.3 2,350 59.2 6.9 YES NO NO YES NO CHANGE 2,350 59.2 0.0 384 SUNNYMEAD RANCH PKWY LAKE VISTA RD TO OLD LAKE DR 2,318 59.3 5,450 62.9 3.6 NO NO NO NO LESS 5,452 62.9 0.0 385 SUNNYMEAD RANCH PKWY OLD LAKE DR TO HEACOCK ST 7,450 64.8 7,639 64.9 0.2 NO NO NO NO LESS 7,637 64.9 0.0 386 SUNNYMEAD RANCH PKWY HEACOCK ST TO PERRIS BLVD 6,133 63.5 9,338 65.4 1.9 NO NO NO NO NO CHANGE 9,335 65.4 0.0 387 THEODORE ST IRONWOOD AVE TO SR-60 436 54.8 3,783 69.3 14.5 YES NO NO YES NO CHANGE 3,779 69.3 0.0 388 TOWN CIR CENTERPOINT DR TO HERITAGE WAY 6,374 61.2 6,057 61.9 0.7 NO NO NO NO LESS 6,139 62.9 1.0 389 TOWN CIR HERITAGE WAY TO MEMORIAL WAY 20,506 69.1 18,774 66.8 -2.4 NO NO NO NO NO CHANGE 18,770 66.8 0.0 390 TOWN CIR MEMORIAL WAY TO CAMPUS PKWY 20,506 69.1 22,879 69.0 -0.1 NO NO NO NO NO CHANGE 22,879 69.0 0.0 391 TOWNGATE BLVD EUCALYPTUS AVE TO HERITAGE WAY 5,590 62.2 6,901 63.4 1.1 NO NO NO NO LESS 6,894 63.3 -0.1 392 TOWNGATE BLVD HERITAGE WAY TO FREDERICK ST 22,241 69.3 21,110 68.8 -0.5 NO NO NO NO NO CHANGE 20,943 68.2 -0.6 393 VIA DEL LAGO IRIS AVE TO ALTA CALLE 5,131 62.7 15,001 69.3 6.6 NO YES NO YES NO CHANGE 14,997 69.3 0.0 394 VIA DEL LAGO SOUTH OF ALTA CALLE 297 49.9 2,290 59.3 9.3 YES NO NO YES NO CHANGE 2,287 59.2 -0.1 395 SR-60 I-215 TO DAY ST 148,539 87.1 171,492 88.3 1.2 NO NO NO NO NO CHANGE 173,364 88.6 0.3 396 SR-60 DAY ST TO PIGEON PASS RD 130,448 84.9 153,612 86.3 1.4 NO NO NO NO NO CHANGE 155,428 86.6 0.3 397 SR-60 PIGEON PASS RD TO HEACOCK ST 103,022 82.7 122,283 84.2 1.5 NO NO YES YES MORE 123,912 84.6 0.4 398 SR-60 HEACOCK ST TO PERRIS BLVD 104,638 82.8 126,695 84.4 1.6 NO NO YES YES NO CHANGE 128,183 84.7 0.3 399 SR-60 PERRIS BLVD TO NASON ST 85,489 82.2 112,163 84.2 1.9 NO NO YES YES NO CHANGE 113,627 84.4 0.2 400 SR-60 NASON ST TO MORENO BEACH DR 78,751 83.5 104,453 85.5 2.0 NO NO YES YES MORE 105,918 85.8 0.3 401 SR-60 MORENO BEACH DR TO REDLANDS BLVD 72,123 81.8 94,973 83.9 2.1 NO NO YES YES NO CHANGE 96,236 84.2 0.3 402 SR-60 REDLANDS BLVD TO WORLD LOGISTICS CTR PKWY 63,183 81.1 94,057 83.5 2.4 NO NO YES YES NO CHANGE 95,301 83.7 0.2 403 I-215 SR-60 TO EASTRIDGE AVE 113,294 83.6 162,330 85.0 1.4 NO NO NO NO LESS 164,272 85.4 0.4 404 I-215 EASTRIDGE AVE TO E ALESSANDRO BLVD 124,961 84.0 177,354 85.4 1.4 NO NO NO NO NO CHANGE 179,303 85.7 0.3 405 I-215 E ALESSANDRO BLVD TO CACTUS AVE 126,761 84.1 180,638 85.4 1.3 NO NO NO NO NO CHANGE 182,473 85.7 0.3 15 I I I
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Appendix D
Vehicle Miles Traveled Analysis
Kimley»Horn
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Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 1 of 16
Memorandum
To: Steve Quintanilla, Moreno Valley City Attorney
CC: Angelica Frausto-Lupo, City of Moreno Valley Community Development Director From: Mehul Champaneri, PTP, RSP1
Mayra Garcia, AICP
Heidi Rous, CPP
Subject: Vehicle Miles Traveled Analysis – Proposed Citywide Truck Routes Modifications Date: July 22, 2026
Introduction and Background
Senate Bill (SB) 415 and Assembly Bill (AB) 98 require a county or city that is located in a warehouse concentration region to amend the Circulation Element of its General Plan, on or before January 1, 2026.
The purpose of the amendment is to identify and establish specific truck routes in order to safely accommodate logistics warehouse truck traffic, which avoid sensitive receptors and maximize the use of interstate or State divided highways, or maximize use of arterial roads, major thoroughfares, and predominantly commercially oriented local streets. SB 415 defines “sensitive receptors” to include the following: (1) a residence, including, but not limited to, a private home, apartment, condominium unit, group home, dormitory unit, or retirement home; (2) a school, including, but not limited to, a preschool, prekindergarten, or school maintaining kindergarten or any of grades one to 12, inclusive; (3) a daycare facility, including, but not limited to, in-home daycare; (4) publicly owned parks, playgrounds, and recreational areas or facilities primarily used by children, excepting parks and recreation areas included as a condition of approval for the logistics use development; (5) nursing homes, long-term care facilities, hospices, convalescent facilities, or similar live-in housing; and (6) hospitals, as defined in Section 128700 of the California Health and Safety Code.
The California Office of the Attorney General (AGO) is aware of the City of Moreno Valley’s (City) plan to defer the amendment of its Circulation Element, as mandated by AB 98, to a later date which will coincide with the proposed adoption of a new truck routes map that includes the elimination of a multitude of truck routes that do not currently comply with the “truck routes” provisions of AB 98. In coordination with the AGO, the City is working on preparing the necessary amendment to the General Plan’s Circulation Element along with a Truck Routes Ordinance, which adopts a new Truck Routes Map that eliminates a multitude of truck routes or portions thereof to avoid sensitive receptors to the extent feasible. This memorandum documents proposed modifications to the existing Citywide designated truck routes and the analysis conducted to evaluate the change in truck-related Vehicle Miles Traveled (Truck VMT) as a result of the proposed truck routes modifications.
The overall objective of the analysis was to quantify how the City’s proposed truck routes modifications, which will prohibit truck travel on certain internal Citywide routes or portions thereof to avoid sensitive receptors, KimleyHorn
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Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 2 of 16
would affect truck travel patterns and Truck VMT. In order to identify the Truck VMT that is likely to change as a result of the proposed truck routes modifications, five major studied routes and route choices were selected in coordination with the City for “With Project” and “No Project” scenarios. These routes were selected because they will potentially have the highest truck traffic volume and trip origins within industrial areas identified in the Industrial iMap tool (see Methodology and Assumptions below). The analysis focused on isolating Truck VMT changes under the With Project Scenario, by only selecting the most impacted routes and truck trip origins with the proposed truck routes modifications. This memorandum is intended to:
• Document study scenario definitions and key assumptions; • Describe the analytical framework and modeling process used to estimate Truck VMT changes; and • Provide conclusions regarding anticipated Truck VMT changes attributed to the proposed truck routes modifications.
As discussed in further detail below, the proposed truck routes modifications would result in a Citywide increase in daily Truck VMT by 2.8 percent, as some of the trucks are rerouted to a longer path using both State Route 60 (SR 60) and Interstate 215 (I-215) instead of shorter internal City streets and routes.
Methodology and Assumptions
The analysis was limited to the major routes and truck trip origins within and outside the City that would be affected by the truck routes modifications. In order to isolate the Truck VMT changes attributable to the truck routes modifications, Truck VMT analysis is carried out on only the selected studied routes and truck trip origins using the truck routes under the “With Project” and “No Project” Scenarios. The analysis is carried out in four primary phases:
1. Existing Truck Routes Identification
2. Truck Routes Scenario Definition for Selected Routes
3. Travel Demand Model Route Choice Analysis for Selected Routes
4. Truck VMT Computation for Selected Routes
On February 3, 2026, Kimley-Horn met with City staff to discuss the scope of the study , the City’s proposed Truck Routes Map, and existing truck travel patterns within the City. As part of this analysis, Kimley-Horn identified major truck routes in the City using the City’s Industrial iMap tool and Replica’s commercial vehicle traffic data.1,
2 Replica’s commercial vehicle traffic data indicates that the following routes have the highest commercial vehicle daily truck traffic volume. As a result, the routes identified in Table 1: Daily Truck Traffic on Major Routes below were selected as part of the studied routes because they have the highest truck traffic volume within the industrial areas identified in the Industrial iMap tool. The table shows the highest daily truck volume on a given segment on the corridor.
1 City of Moreno Valley, Industrial IMap, https://gis-moval.opendata.arcgis.com/apps/4f7581a99d1b4030ae25c116a65863f5/explore.
Accessed February 26, 2026.
2 Replica (2024), https://studio.replicahq.com/. Accessed February 26, 2026 KimleyHorn
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Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 3 of 16
Table 1: Daily Truck Traffic on Major Routes
Routes Maximum Truck Traffic
Volume
Perris Boulevard 1,671
Alessandro Boulevard 1,494
Frederick Street 1,362
Heacock Street 1,360
Cactus Avenue 1,297
Source: Replica, 2024.
The City confirmed these truck routes for the Truck VMT analysis. It should be noted that there are few other routes affected in the City with the proposed truck routes modifications. While traffic shifts on some of these routes are accounted for in the multi-path analysis, the primary focus of this analysis is on the five major studied routes and route choices assumed under both the “With Project” and “No Project” Scenarios defined below.
Figure 1: Existing Truck Routes and Sensitive Receptors Within 1,000 Feet shows the City’s existing truck routes, Figure 2: Proposed Truck Routes and Sensitive Receptors Within 1,000 Feet shows the City’s remaining truck routes after modifications, and Figure 3: Proposed Existing Truck Routes to be Eliminated and Sensitive Receptors Within 1,000 Feet shows the City’s Truck Routes to be eliminated within the City’s boundaries. As shown in Figure 3, the City would remove segments of the designated truck routes along Frederick Street, Sunnymeade Boulevard, Heacock Street, Ironwood Avenue, Perris Boulevard, Cactus Avenue, Alessandro Boulevard, Moreno Beach Drive, and a portion of World Logistics Center Parkway North.
Therefore, trucks would have to seek a different route of travel than currently permitted when various segments of the currently designated truck routes are no longer permitted for truck travel. These newly modified truck routes were recommended by the City to redirect truck traffic away from sensitive receptors along internal City routes to the SR 60 and I-215 freeways to the extent feasible. It is assumed that several trucks serving local commercial uses within the City would continue using the most direct routes because there are no other designated truck routes available to reach the destination, as permitted under applicable law. In light of the foregoing, only selected truck trip origins within the City and March Joint Powers Authority (March JPA) that will be impacted by the City’s truck routes modifications and potentially have the highest truck traffic volume were included in this analysis. These trip origins are shown in Figure 9.
The World Logistics Center Specific Plan (WLC Specific Plan) includes a circulation network intended to move large vehicles efficiently between the regional highway network and businesses within the Specific Plan Area while directing heavy truck traffic away from nearby residential neighborhoods and other sensitive receptors. Heavy truck traffic associated with the WLC Specific Plan is directed to State Route (SR) 60, Gilman Springs Road, the segment of Redlands Boulevard between SR 60 and Eucalyptus Avenue, and Eucalyptus Avenue between Redlands Boulevard and World Logistics Center Parkway. These roadways, together with the WLC Specific Plan Area’s internal roadway network that has yet to be fully constructed, are designated as truck routes within the Specific Plan and will be designated as such on the City’s Truck Routes Map.
Development and occupancy of the WLC Specific Plan area are anticipated to occur over the next 10 years.
KimleyHorn
2267
Van Buren Blvd
E Alessandro Blvd
Trautwein Rd
60 215
215
March Air
Reserve Base
Box Springs
Mountain
Reserve
Sycamore
Canyon
Wilderness Park
M ORE NO
V ALLEY
VAL VERDE
MEAD
VALLEY
Red
al nds Blvd
Iris Ave
Nason St
Heacock St
60 60
60 Norton
Younglove
Reserve
Lake Perris
State
Recreation Area
San Timoteo
Canyon
EL CASCO
Perris Valley Storm
Drain
Lak e
Perri s
Ramona Expy Ramona Expy
Ramona Expy Hansen Ave
215
215
Ya'i Heki'
Regional Indian
Museum
NUEVO
Morongo
Golf Club
EDEN HOT
SPRINGS
EDEN
CALIMESA
San Jacinto R
CASA LOMA
COLLEGE
DR
ALESSANDRO BLVD
MORENO
BEACH DR
DAY ST
SUNNYMEAD BLVD HEACOCK ST
PERRIS BLVD
PIGEON PASS RD
N PERRIS BLVD
FREDERICK ST
REDLANDS BLVD
LASSELLE ST
NASON ST
IRIS AVE
EUCALYPTUS AVE
CACTUS AVE
RECHE
CANYON RD
RECHE
VISTA DR
JOHN F KENNEDY DR
WORLD LOGISTICS PARKWAY
N Perris Blvd
¯ 0 0.5 1 2 Miles
*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from existing Truck Routes Legend
City of Moreno Valley
Sphere of Influence
Disadvantaged Community (SB
535, SB 1000)
Existing City Truck Routes
National Network Route
2040 Land Use
R1 Residential
R2 Residential
RR Rural Residential
R3 Residential
R5 Residential
R10 Residential
R15 Residential
R20 Residential
R30 Residential
HR Hillside Residential
DC Downtown Center
CEMU Center Mixed Use
COMU Corridor Mixed Use
C Commercial
R/O Residential Office
HO/C Highway Office/
Commercial
O Office
BP Business Park/Light
Industrial
BF Business Flex
P Public
OS Parks/Open Space
FP Floodplain
Sensitive Receptors (1,000 ft from
Existing Truck Routes)
K-12 School
Residential Care
Hospital and Clinic
Child Care
FIGURE 1: Existing Truck Routes and Sensitive Receptors Within 1,000 Feet
TRUCK ROUTE VMT ANALYSIS
V
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Van Buren Blvd
E Alessandro Blvd
Trautwein Rd
60 215
215
March Air
Reserve Base
Box Springs
Mountain
Reserve
Sycamore
Canyon
Wilderness Park
M ORE NO
V ALLEY
VAL VERDE
MEAD
VALLEY
Red al nds Blvd
Alessandro Blvd
Iris Ave
Nason St
Heacock St
60 60
60 Norton
Younglove
Reserve
Lake Perris
State
Recreation Area
EL CASCO
Perris Valley Storm Drain
Lak e
Perri s
Ramona Expy
Ramona Expy
Hansen Ave
215
215
Ya'i Heki'
Regional Indian
Museum
NUEVO
60 10
Morongo
Golf Club
EDEN HOT
SPRINGS
EDEN
CALIMESA
San Jacinto Riv
CASA LOMA
COLLEGE
DR
ALESSANDRO BLVD
MORENO
BEACH DR
DAY ST
SUNNYMEAD BLVD HEACOCK ST
PERRIS BLVD
PIGEON PASS RD
N PERRIS BLVD
FREDERICK ST
REDLANDS BLVD
LASSELLE ST
NASON ST
IRIS AVE
EUCALYPTUS AVE
CACTUS AVE
RECHE
CANYON RD
RECHE
VISTA DR
JOHN F KENNEDY DR
WORLD LOGISTICS PARKWAY
N Perris Blvd
¯ 0 0.5 1 2 Miles
*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from Remaining Truck Routes Legend
City of Moreno Valley
Sphere of Influence
Disadvantaged Community (SB
535, SB 1000)
Remaining Truck Routes
World Logistics Center Specific
Plan Truck Routes
National Network Route
2040 Land Use
R1 Residential
R2 Residential
RR Rural Residential
R3 Residential
R5 Residential
R10 Residential
R15 Residential
R20 Residential
R30 Residential
HR Hillside Residential
DC Downtown Center
CEMU Center Mixed Use
COMU Corridor Mixed Use
C Commercial
R/O Residential Office
HO/C Highway Office/
Commercial
O Office
BP Business Park/Light
Industrial
BF Business Flex
P Public
OS Parks/Open Space
FP Floodplain
Sensitive Receptors (1,000 Ft from
Remaining Truck Routes)
K-12 School
Residential Care
Hospital and Clinic
Child Care
EUCALYPTUS AVE
*World Logistics Center Specific Plan Truck Routes, Exhibit 3-11: Truck Routes, September 2014. Streets B, E, and F have not been constructed, but will be upon development of the World Logistics Center.
STREET E STREET F
STREET B
FIGURE 2: Proposed Truck Routes and Sensitive Receptors Within 1,000 Feet
TRUCK ROUTE VMT ANALYSIS
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Van Buren Blvd
E Alessandro Blvd
Trautwein Rd
60 215
215
March Air
Reserve Base
Box Springs
Mountain
Reserve
Sycamore
Canyon
Wilderness Park
M ORE NO
V ALLEY
VAL VERDE
MEAD
VALLEY
Red
al nds Blvd
Iris Ave
Nason St
Heacock St
60 60
60 Norton
Younglove
Reserve
Lake Perris
State
Recreation Area
San Timoteo
Canyon
EL CASCO
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Drain
Lak e
Perri s
Ramona Expy Ramona Expy
Ramona Expy Hansen Ave
215
215
Ya'i Heki'
Regional Indian
Museum
NUEVO
10 Morongo
Golf Club
EDEN HOT
SPRINGS
EDEN
CALIMESA
San Jacinto R
CASA LOMA
COLLEGE
DR
ALESSANDRO BLVD
MORENO
BEACH DR
DAY ST
SUNNYMEAD BLVD HEACOCK ST
PERRIS BLVD
PIGEON PASS RD
N PERRIS BLVD
FREDERICK ST
REDLANDS BLVD
LASSELLE ST
NASON ST
IRIS AVE
EUCALYPTUS AVE
CACTUS AVE
RECHE
CANYON RD
RECHE
VISTA DR
JOHN F KENNEDY DR
WORLD LOGISTICS PARKWAY
N Perris Blvd
¯ 0 0.5 1 2 Miles
*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from Existing Truck Routes Legend
City of Moreno Valley
Sphere of Influence
Disadvantaged Community (SB
535, SB 1000)
Proposed Existing Truck Route
To Be Eliminated
National Network Route
2040 Land Use
R1 Residential
R2 Residential
RR Rural Residential
R3 Residential
R5 Residential
R10 Residential
R15 Residential
R20 Residential
R30 Residential
HR Hillside Residential
DC Downtown Center
CEMU Center Mixed Use
COMU Corridor Mixed Use
C Commercial
R/O Residential Office
HO/C Highway Office/
Commercial
O Office
BP Business Park/Light
Industrial
BF Business Flex
P Public
OS Parks/Open Space
FP Floodplain
Sensitive Receptors (1,000 ft from
Existing Truck Routes)
K-12 School
Residential Care
Hospital and Clinic
Child Care
EUCALYPTUS AVE
*World Logistics Center Specific Plan Truck Routes, Exhibit 3-11: Truck Routes, September 2014. These truck routes are currently not developed but will be upon completion of World Logistics Center.
FIGURE 3: Proposed Existing Truck Routes to Be Eliminated and Sensitive Receptors Within 1,000 Feet
TRUCK ROUTE VMT ANALYSIS
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2270
Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 7 of 16
Study Scenarios
While there are multiple route choices available with slight variations for each studied route, this analysis focuses on the route choices that are directly affected by the proposed elimination of certain truck routes or portions thereof, and alternate routes recommended by the City. For the purposes of this analysis, one proposed route (under the With Project Scenario) for each modified truck route identified above was determined to assess traffic diversion from the existing truck routes used on the selected routes. These routes choices are described below with illustrations.
Perris Truck Route Analysis Scenario
Existing Route (No Project Scenario)
The Perris No Project Scenario currently designates most of Perris Boulevard as a truck route. Trucks traveling from the southern end of the City travel north on Perris Boulevard to SR 60 and to I-215.
Proposed Route (With Project Scenario)
As demonstrated in Figure 4: Perris Boulevard Truck Route Analysis Scenario, the Perris With Project Scenario would divert truck traffic to San Michelle Avenue, Heacock Street, Cactus Avenue, I-215, and then SR 60.
Alessandro Boulevard Truck Route Analysis Scenario
Existing Route (No Project Scenario)
The Alessandro Boulevard No Project Scenario currently designates all of Alessandro Bouelvard as a truck route. Under the No Project Scenario, trucks move along Alessandro Boulevard to the I-215 and the SR 60.
Proposed Route (With Project Scenario)
As demonstrated in Figure 5: Alessandro Boulevard Truck Route Analysis Scenario, the Alessandro Boulevard With Project Scenario illustrates that trucks on the eastbound lanes of Alessandro Boulevard would be required to travel east to Gilman Springs Road which intersects with SR 60, whereas, trucks on the westbound lanes of Alessandro Boulevard would be required to travel west to the I-215. As such truck traffic would be required to travel along SR 60 and I-215 to be able to reach the opposite side of Alessandro Boulevard, which will significantly reduce truck traffic along Alessandro Bouelvard.
KimleyHorn
2271
FIGURE 4: Perris Boulevard Truck Route Analysis Scenario
TRUCK ROUTE VMT ANALYSIS
EUCALYPTUS AVE
7 SUN NYMEADJBWVPPec’ l
S
RIS A’
Q
JOHN F
SAM MICHELLE AVE
DR
BLVD
COLLEGE
DR
CACTUS AVE
1 1
2 Miles
J
0.5 1 1
1 1
RECHE
CANYON RO
P
G Perris Boulevard Existing Route
••• Perris Boulevard Proposed Route
Legend
City of Moreno Valley
Kimley»Horn
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Ph
PERRIS
HEACOCKST
N PERRIS B
DAY ST
FREDERICK ST PASS RD
NASON ST
MORENO
BEACH DR
WORLD LOGISTICS CENTER
PARKWAY
REDLANDS BLVD
2272
FIGURE 5: Alessandro Boulevard Truck Route Analysis Scenario
TRUCK ROUTE VMT ANALYSIS
R\SANVE COLLEGE
DR
EUCALYPTUS AVE
ALESSANDRO BLVD
JOHN F KENNEDY DR
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CANYON RO
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CACTUS AVE
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J
Legend
City of Moreno Valley
• Alessandro Boulevard Existing Route
••• Alessandro Boulevard Proposed Route
Kimley»Horn
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O
WORLD LOGISTICS CENTER
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Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 10 of 16
Fredrick Street Truck Route Analysis Scenario
Existing Route (No Project Scenario)
The Frederick Street No Project Scenario currently designates Frederick Street from Cactus Avenue to Ironwood Avenue as a truck route. Under the No Project Scenario, trucks traveling along Frederick Street are required to travel north to SR 60 or south to Cactus Avenue and west to I-215 to reach industrial and commercial areas.
Proposed Route (With Project Scenario)
Figure 6: Frederick Street Truck Route Analysis Scenario demonstrates how the With Project Scenario would require trucks to travel south on Frederick Street to Cactus Avenue, then west on Cactus Avenue to I-215, then north on the I-215 to the SR 60, and then east of SR 60 to reach industrial and commercial areas.
Therefore, truck traffic would be significantly reduced along Frederick Street.
Heacock Street Truck Route Analysis Scenario
Existing Route (No Project Scenario)
The Heacock Street No Project Scenario currently designates the entirety of Heacock Street as a truck route.
Trucks traveling along Heacock Street may currently travel west to large industrial and commercial areas within the City’s boundaries or east using SR 60.
Proposed Route (With Project Scenario)
As illustrated in Figure 7: Heacock Street Truck Route Analysis Scenario, trucks traveling on Heacock Street would be required to use Alessandro Boulevard, I-215, and SR 60 to reach industrial and commercial areas within the City boundaries. Therefore, truck traffic on Heacock Street would be significantly reduced.
Cactus Avenue Truck Route Analysis Scenario
Existing Route (No Project Scenario)
The Cactus Avenue No Project Scenario designates Cactus Avenue from Perris Boulevard to I-215 as a truck route. Trucks traveling along Cactus Avenue can travel west along Cactus Avenue to I-215 and north to SR 60 or west using Heacock Street and Perris Boulevard.
Proposed Route (With Project Scenario)
As seen in Figure 8: Cactus Avenue Truck Route Analysis Scenario, trucks would be required to travel west on Cactus Avenue, to I-215, and then SR 60. Therefore, with the With Project Scenario, truck traffic would be reduced between Cactus Avenue and Perris Boulevard.
KimleyHorn
2274
FIGURE 6: Frederick Street Truck Route Analysis Scenario
TRUCK ROUTE VMT ANALYSIS
JOHN F KENNEDY DR
R\SANE COLLEGE
DR
ALESSANDRO BLVD
a
RECHE
CANYON RO
7 a
EUCALYPTUS AVE
S
CACTUS AVE
0.5 1 1 1 1
1 1
2 Miles
J
P
Legend
City of Moreno Valley
• Frederick Street Existing Route
Frederick Street Proposed Route
Kimley»Horn
is - LASSE Li
NASON ST
PERRIS
HEACOCKST
PIGEON PASS RD
MORENO
BEACH DR
N PERRIS B
FREDERICK ST
0 A
DAY ST
O
WORLD LOGISTICS CENTER
PARKWAY
REDLANDS BLVD
9 6
G
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2275
FIGURE 7: Heacock Street Truck Route Analysis Scenario
TRUCK ROUTE VMT ANALYSIS
CACTUS AVE
JOHN F DR
EUCALYPTUS AVE
ALESSANDRO BLVD
Q
0.5 1 L 1 1
1 1
2 Miles
J
RECHE—
CANYON RD
COLLEGE
DR
P
Legend
City of Moreno Valley
• Heacock Street Existing Route
Heacock Street Proposed Route
Kimley»Horn
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ST
PERRIS BLVD
MORENO
BEACH DR
J
7 REDLANDS BLVD
WORLD LOGISTICS CENTER
PARKWAY II
2276
FIGURE 8: Cactus Avenue Truck Route Analysis Scenario
TRUCK ROUTE VMT ANALYSIS
JOHN F KENNEDY DR 1
ALESSANDRO BLVD
CACTUS AVE &
SAM MICHELLE AVE
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2277
Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 14 of 16
VMT Analysis
As discussed above, truck trips would have to seek a different route than current practice when those streets or portions thereof are no longer designated as truck routes. These modified truck routes were recommended by the City to redirect truck traffic away from sensitive receptors along internal City roadways and on to SR 60 and I-215 freeways to the extent feasible. For this analysis, only selected routes and truck trip origins within the City and March JPA that will be impacted by the City’s truck routes modifications and which will potentially have the highest truck traffic volume were included to isolate net changes in Truck VMT due to the proposed truck routes modifications. These trip origins are shown in Figure 9: 2040 Daily Heavy Truck Trips for Selected Study Routes and Truck Origins. The latest version of the Riverside County Travel Demand Model (RIVCOM) (Version 4.0.1) was utilized to model isolated truck trips for the five truck route scenarios selected for this analysis. As part of the analysis, RIVCOM 2040 Horizon General Plan scenario was used to determine all truck origins-destinations (OD) trips used by the current designated routes (No Project Scenario) using the select-link analysis conducted for each study route. The OD trips were then isolated for the study by selecting the zones illustrated in Figure 9 to be included in the Truck VMT analysis.
A With Project Scenario model network was prepared by applying truck routes modifications to internal Citywide streets as directed by the City (truck-restricted links coded to prohibit truck assignment). The routespecific truck Origin Destination (OD) trip matrix developed earlier through select-link analysis was assigned to the modified network. The resulting daily truck traffic volumes by link were extracted from the model outputs. Total daily Truck VMT was computed for all the study area links included in the studied routes and route choices for both the With Project and No Project Scenarios. Table 2: Change in 2040 Daily Truck VMT on Selected Routes Truck Trip Origins summarizes the isolated Truck VMT results for the studied routes included in the analysis. As shown in the table, the proposed truck routes modifications will result in an increase in 2040 daily Truck VMT from the truck trip origins and truck routes subject to the proposed route modifications that were selected for this analysis. Local serving truck trips were not accounted for as they would continue to use local routes to serve commercial uses and Truck VMT on these routes would remain the same and would not be affected and are therefore not included in this analysis.
Table 2: Change in 2040 Daily Truck VMT on Selected Routes & Truck Trip Origins Study Route VMT No Project
Scenario
VMT With Project
Scenario Change
I-215 Freeway 7,972 22,380 +14,408
SR 60 Freeway 2,149 6,419 +4,270
Perris Boulevard 2,274 113 -2,161
Alessandro Boulevard 2,651 531 -2,119
Frederick Street 265 49 -217
Heacock Street 1,677 1,507 -169
Cactus Avenue 1,997 2,744 +747
Total 18,984 33,743 +14,758
KimleyHorn
2278
FIGURE 9: 2040 Daily Heavy Truck Trips for Selected Study Routes and Truck Origins
TRUCK ROUTE VMT ANALYSIS
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Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 16 of 16
This increase in Truck VMT for the selected studied routes and trip origins was then applied to the Citywide total Truck VMT to determine the net change in overall Citywide Truck VMT. Table 3: Net Change in Total Citywide Daily Truck VMT summarizes the Truck VMT results for base year and horizon year conditions. The base year Truck VMT estimates were derived by applying the proportional change in total Citywide Truck VMT estimates between base year and future year Truck VMT results derived as part of the 2024 General Plan Update. As shown in the table, the proposed truck routes modifications are expected to result in a net increase in Citywide Truck VMT by approximately 2.8 percent.
Table 3: Net Change in Total Citywide Daily Truck VMT
Analysis Year VMT No Project
Scenario
VMT With Project
Scenario Net Change
2024 Base Year 296,288 304,584 +8,296 (2.8%)
2040 Horizon Year 527,078 541,836 +14,758 (2.8%)
Note: Citywide VMT results were derived as part of 2024 General Plan Update Conclusion
Based on the adopted methodology and assumptions, the analysis provides a route specific as well as overall network assessment of how the City’s proposed truck routesmodifications will affect truck routing and Truck VMT for the City’s major routes used for truck travel. By the 2040 Horizon Year, the proposed truck routes modifications will result in a Citywide increase of 14,758 daily Truck VMT, which is approximately 2.8 percent above the daily trip VMT projected without the Project. This marginal increase would occur as some of the trucks will have to be rerouted using longer pathways along either SR 60 and I-215 instead of shorter pathways using internal City roadways where trucks will be prohibited. The proposed modifications are intended to reduce truck travel near sensitive receptors to the extent feasible by shifting truck activity to designated regional facilities.
KimleyHorn
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1 Resolution No. 2026-XX
Date Adopted: September 1, 2026
RESOLUTION NO. 2026-XX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
MORENO VALLEY, CALIFORNIA, RECOMMENDING THAT THE
CITY COUNCIL APPROVE GENERAL PLAN AMENDMENT
(PEN26-0058) AMENDING THE CIRCULATION ELEMENT OF
THE 2024 GENERAL PLAN AND OFFICIAL MORENO VALLEY
TRUCK ROUTE MAP
WHEREAS, the City of Moreno Valley ("City") is a general law city and municipal corporation of the State of California; and
WHEREAS, in April and May of 2025, the City Council took the appropriate actions to approve the 2024 MoVal 2024 Project, consisting of the 2024 Moreno Valley General Plan Update, 2024 Associated Zoning Text Amendments to Title 9 (Planning & Zoning) and Zoning Atlas Amendments, and 2024 Climate Action Plan; and WHEREAS, the 2024 General Plan Update (2024 GPU), is a comprehensive General Plan Update that includes a Circulation Element, and articulates a vision for the City’s growth over the next 20 years, which includes the implementation of five new General Plan land use designations consisting of Business-Flex, Corridor Mixed Use, Center Mixed Use, Downtown Center, and Highway Office/Commercial; and WHEREAS, the 2024 Climate Action Plan (2024 CAP) describes and demonstrates how the City will comply with the State’s greenhouse gas (GHG) emission reduction standards and goals and streamline environmental review of certain future development projects; and
WHEREAS, the 2024 Associated Zoning Text and Zoning Atlas Amendments implement the land use policies and regulations, such as but not limited to zoning and development standards, and the goals and objectives set forth and described in the 2024 GPU; and
WHEREAS, in compliance with Assembly Bill 98 and Senate Bill 415, which calls for cities to clearly identify truck routes that can safely handle goods movement while minimizing impacts on neighborhoods, schools, and other sensitive receptor areas, in relation to logistics warehouse facilities, staff has prepared proposed amendments to the Circulation Element of the 2024 General Plan and a proposed Ordinance amending Chapter 12.36 (Truck Routes) of Title 12 (Vehicles and Traffic) of the City’s Municipal Code regarding truck routes (collectively, “Proposed Project”); and
WHEREAS, General Plan Amendment (PEN26-0058) is intended to implement the provisions of Assembly Bill 98 and Senate Bill 415 pertaining to truck traffic and truck routes associated with logistics warehouse facilities to protect sensitive receptors from the impacts of such truck traffic and truck routes, in addition to updating various policies related to the movement of goods and establishing a designated truck route network that promotes efficient freight movement in compliance with state and federal laws and regulations applicable to such truck traffic and truck routes; and 2281
2 Resolution No. 2026-XX
Date Adopted: September 1, 2026
WHEREAS, General Plan Amendment (PEN26-0058) is also intended to implement Senate Bill 932 by incorporating policies related to multi-modal Transportation and implementation into the Circulation Element; and WHEREAS, General Plan Amendment (PEN26-0058) includes a revised Truck Route Map, along with additional revisions to the Circulation Element to improve clarity, update technical information, maintain internal consistency with the General Plan, and reflect current transportation conditions, programs, and best practices; and WHEREAS, staff has determined that an Addendum is the appropriate CEQA documentation for the Proposed Project, since no major revisions to the 2024 RFEIR are necessary and none of the conditions described in CEQA Guidelines Section 15162 calling for the preparation of a subsequent or supplemental EIR (SEIR) are triggered in that the Proposed Project will not result in any new significant impacts and/or more severe impacts that were not disclosed, analyzed and mitigated for in the 2024 RFEIR, the potential impacts associated with the Proposed Project would either be the same or less than those described in the 2024 RFEIR, and no substantial changes to the circumstances under which the Proposed Project would be undertaken that will result in new or more severe environmental impacts than those previously addressed in the 2024 RFEIR, and no new information regarding the potential for new or more severe significant environmental impacts have been identified; and WHEREAS, pursuant to Section 9.02.200 of the Moreno Valley Municipal Code and Government Code Section 65353, a duly noticed public hearing before the Planning Commission was scheduled for August 13, 2026, regarding the Proposed Project, with notice thereof duly provided in accordance with applicable law; and WHEREAS, on August 13, 2026, the Planning Commission conducted a duly noticed public hearing at which all interested persons were afforded an opportunity to testify and present evidence regarding the Proposed Project and the Addendum, after which the Planning Commission voted 4-0 to recommend that the City Council find and determine that the Addendum prepared for the MoVal 2040 Revised Program Environmental Impact Report (EIR) (State Clearinghouse No. 2020039022), which was certified by the Moreno Valley City Council April 21, 2026, complies with the applicable provisions of the California Environmental Quality Act (CEQA) Guidelines and approve PEN26-0058; and
WHEREAS, pursuant to the provisions of Section 9.02.200 (Public Hearing and Notification Procedures) of the Moreno Valley Municipal Code and Government Code Section 65905, a public hearing was scheduled before the Moreno Valley City Council for September 1, 2026, and notice thereof was duly published in the Press Enterprise Newspaper.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MORENO
VALLEY, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
Section 1. Recitals and Exhibits
2282
3 Resolution No. 2026-XX
Date Adopted: September 1, 2026
That the foregoing Recitals and attached exhibits are true and correct and are hereby incorporated by this reference.
Section 2. Notice
That pursuant to Government Code Section 66020(d)(1), notice is hereby given that General Plan Amendment (PEN26-0058) may result in certain fees, dedications, reservations, or other exactions as authorized by law.
Section 3. Evidence
That the City Council has considered all evidence submitted into the administrative record for General Plan Amendment (PEN26-0058), including but not limited to:
(a) The proposed General Plan Amendment (PEN26-0058) and all documents, records, and references contained therein, including, without limitation, the proposed Official Moreno Valley Truck Route Map, both of which are attached hereto as Circulation Element Amendments and Official Moreno Valley Truck Route Map, respectively;
(b) The Addendum to the Revised Final Program Environmental Impact Report (State Clearinghouse No. 2020039022) and all documents, records, and references contained therein;
(c) The previously certified Revised Final Program Environmental Impact Report for the 2024 MoVal 2040 Project and all documents, records, and references contained therein;
(d) All related staff reports, the City Council Staff Report, and all documents, records, references, and staff presentations related thereto; (e) Testimony and comments received during the public hearing; and (f) All written correspondence submitted before or during the public hearing.
Section 4. Findings
That based on the foregoing Recitals and Evidence contained in the Administrative Record, the City Council makes the following findings:
(a) General Plan Amendment (PEN26-0058) updates the City's long-range transportation policies to provide a balanced, multimodal transportation system that supports the safe and efficient movement of people and goods.
(b) General Plan Amendment (PEN26-0058) is consistent with Government Code Section 65302(b) and other applicable State planning requirements, including implementation of Senate Bill 932, Assembly Bill 98, and Senate Bill 415.
(c) General Plan Amendment (PEN26-0058) improves coordination between roadway planning, active transportation, traffic safety, and goods movement while supporting Complete Streets, Vision Zero principles, and the City's designated truck route network.
(d) Incorporation of the Official Moreno Valley Truck Route Map into the Circulation Element provides a policy framework for efficient goods 2283
4 Resolution No. 2026-XX
Date Adopted: September 1, 2026
movement while minimizing truck traffic impacts on residential neighborhoods and other sensitive land uses.
(e) General Plan Amendment (PEN26-0058) maintains internal consistency with the goals, policies, and implementation measures of the MoVal 2040 General Plan and will not adversely affect the public health, safety, or general welfare.
Section 5. Recommendation
That based upon the foregoing Recitals, Evidence contained in the Administrative Record, and Findings, the City Council hereby approve General Plan Amendment (PEN26-0058), including the Official Moreno Valley Truck Route Map incorporated therein.
Section 6. Repeal of Conflicting Provisions
That all provisions previously adopted by the City Council in conflict with this Resolution are hereby repealed.
Section 7. Severability
That if any provision, section, paragraph, sentence, or word of this Resolution be rendered or declared invalid by any court action in a court of competent jurisdiction or by reason of any preemptive legislation, the remaining provisions, sections, paragraphs, sentences, or words as hereby adopted shall remain in full force and effect.
Section 8. Effective Date
That this Resolution shall take effect immediately upon adoption.
Section 9. Certification
That the City Clerk shall certify as to the adoption of this Resolution and shall cause the same to be processed in the manner required by law.
APPROVED AND ADOPTED this 1st day of September, 2026.
___________________________
Ulises Cabrera
Mayor
City of Moreno Valley
ATTEST:
____________________________
M. Patricia Rodriguez, MMC, City Clerk
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5 Resolution No. 2026-XX
Date Adopted: September 1, 2026
APPROVED AS TO FORM:
____________________________
Steven B. Quintanilla, City Attorney
Attachment A: Circulation Element Amendments
Attachment B: Official Moreno Valley Truck Route Map
2285
6 Resolution No. 2026-XX
Date Adopted: September 1, 2026
RESOLUTION JURAT
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF MORENO VALLEY )
I, M. Patricia Rodriguez, MMC, City Clerk of the City of Moreno Valley, California, do hereby certify that Resolution No. 2026-XX was duly and regularly adopted by the City Council of the City of Moreno Valley at a regular meeting thereof held on the 1st day of September, 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
(Council Members, Mayor Pro Tem and Mayor)
__________________________________________
M. PATRICIA RODRIGUEZ, MMC, CITY CLERK
(SEAL)
2286
Attachment A: Circulation Element Amendments
2287
DRAFT
Circulation is how we get around the City
and it has great influence on the quality of
our daily lives and the strength of the local
economy. An efficient, safe, and connected
transportation system that supports the
movement of people and goods by car, truck,
transit, bicycle, mobility, and walking will help
support productive and healthy lifestyles and
a prosperous economy. As Moreno Valley and
the surrounding region continue to grow,
circulation systems in the City will focus
on maintaining and enhancing a complete
transportation network, including automobile
travel, transit, non-motorized transportation,
and goods movement; these circulation
aspects, as well as parking and emergency
access, are addressed in this chapter.
This chapter satisfies the statutory
requirements for the General Plan Circulation
Element and provides a circulation
diagram identifying major thoroughfares;
transportation routes for vehicles, transit,
bicycles, and pedestrians; and also a military
airport. This chapter includes policies for
Complete Streets, which provide a balanced,
multimodal transportation network serving
all users and abilities and supports other
chapters of the General Plan by providing and
enhancing multimodal transportation options
and supporting adjacent land uses.
4 Circulation
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4-2 | MoVal 2040 GENERAL PLAN
DRAFT
Citywide development patterns, public services/
facilities, and the economy are discussed in the Land
Use and Community Character, Parks and Public
Services, and Economic Development Elements,
respectively. Promotion of healthy and active lifestyles that include getting around and experiencing the City
outside of the car are addressed in the Environmental
Justice and Healthy Community Elements, and
ensuring accessible housing to transit dependent populations is addressed in the Housing Element.
Regional Connectivity
The City of Moreno Valley is located in the western
part of Riverside County. Interstate 215 (I-215) lies
west of the City and State Route 60 (SR 60) runs
through the northern portion of the City. These highways are accessed by multiple on/off ramps throughout Moreno Valley and intersect in the western portion of the City (west of the Moreno Valley Mall)
just outside of the City limits. The northern border of Moreno Valley backs up to the Reche Canyon/Box
Springs Mountain Reserve, which is just south of the
Riverside/San Bernardino County line. To the east
of Moreno Valley lies the City of Beaumont, to the
south is the City of Perris, and to the west is the City of Riverside.
The City of Moreno Valley’s public transit commuter
modal share is about the same as Riverside County’s
(approximately 1 percent). The Riverside Transit
Agency (RTA) provides the majority of available
public transportation via fixed route bus and paratransit services. Sunline Transit Agency (STA) provides a commuter link bus route connecting the cities of Riverside, Moreno Valley, Beaumont, and Palm
Desert; this route connects to the Riverside Metrolink
Station. Metrolink is a commuter rail program
operated by the Southern California Regional Rail
Authority (SCRRA), providing service from outlying
suburban communities to employment centers such
as Burbank, Irvine, and downtown Los Angeles.
For Moreno Valley, the Moreno Valley/March Field
Metrolink Station is located less than one-half mile
west of the City limits.
TRANSPORTATION AGENCIES
The transportation agencies highlighted below influence local and regional transportation planning in and around Moreno Valley.
◆ United States Department of Transportation (USDOT)
–The US DOT coordinates all
federal transportation work. Under
the USDOT, the Federal Highway
Administration (FHWA) builds and
maintains the National Highway
System; the Federal Railroad Administration
(FRA) invests in and enforces safety regulations
along rail corridors throughout the United States;
the Federal Transit Administration provides
financial and technical assistance to local public
transit systems and oversees transit safety; and the
National Highway Traffic Safety Administration
(NHTSA) works to improve safety on roadways.
◆ California Department of Transportation
(Caltrans) –
Caltrans is responsible for the State highway system, including more than 50,000 miles of California’s highway and freeway
lanes. Moreno Valley is part of Caltrans
District 8.
◆ Southern California Association of
Governments (SCAG) – SCAG is the
transportation planning, financing, and
coordinating agency for six counties in
Southern California. The agency develops longrange regional transportation plans including the sustainable communities strategy and growth
forecast components, regional transportation
improvement programs, regional housing needs
allocations and a portion of the South Coast Air
Quality Management District’s plans.
◆ Riverside County Transportation Commission (RCTC)
–RCTC is responsible for managing
and spending Measure A sales tax
dollars, which fund transportation
improvements in Riverside County.
◆ Western Riverside Council of Governments
(WRCOG) –
WRCOG is a centralized
agency setting policy for 18
cities, the Western Riverside
County, the Eastern and
Western Municipal Water
Districts, and the Morongo
Band of Mission Indians. WRCOG’s Economic
Development & Sustainability Framework has
served as a roadmap for implementing the Agency’s
regional programs and projects. The Framework
calls for the preservation and advancements of
inter-related goal areas (Economy, Education,
Energy & Environment, Health, Water & Water
Waste, and Transportation), which are critical
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Circulation | 4-3
DRAFT
to achieve and maintain a high quality of life in
Western Riverside County. WRCOG developed
and administers the Transportation Uniform
Mitigation Fee (TUMF).
◆ Riverside Transit Agency (RTA)
– RTA is the Consolidated
Transportation Service
Agency for western Riverside County and is
responsible for coordinating transit services
throughout the approximate 2,500 square mile
service area, providing driver training, assistance
with grant applications and development of ShortRange Transit Plans (SRTPs).
REGIONAL TRANSPORTATION
NETWORK
The projects listed below have broad regional significance and would reduce congestion in the City of Moreno Valley by increasing capacity of the system.
◆ State Route 60 (SR 60) Truck Lanes Project – 4.5-
mile widening project on SR 60 between Gilman
Springs Road and 1.4 miles west of Jack Rabbit
Trail in the unincorporated Riverside County
Badlands. This project, completed in 2022,
enhances the mobility and safety of SR 60 through
the Badlands and improve trucking accessibility from Moreno Valley to the east. This project opened its new lanes in 2022.
◆ Interstate 215 (I-215) High Occupancy Vehicle (HOV)
Lanes Project – 11-mile widening project on I-215
to add HOV lanes in each direction from Box
Springs Road in Moreno Valley to Nuevo Road in
Perris. This project is anticipated to improve travel
time on I-215 and is part of a long-term construction effort by the RCTC. ◆ Mid County Parkway Project – Also known as
Community and Environmental Transportation
Acceptability Process (CETAP) East, a 16-mile
transportation corridor to relieve traffic
congestion in southwestern Riverside County near
San Jacinto and Perris. This project is anticipated
to improve travel time between SR 79 and I-215
and provide connections that support multimodal
transportation. Construction is expected to begin
in 2026 and be completed by 2028.
◆ CETAP West – 16-mile westerly extension of Mid
County Parkway between I-15 in Corona and
I-215 in Perris. This proposed project will provide
an additional alternative east-west corridor from
SR-91 between I-15 and I-215.
◆ Cajalco Road Improvement Project – 16-mile transportation corridor to relieve traffic congestion in southwestern Riverside County near Corona
and Perris. This project will provide an alternative east-west corridor to SR 91 between I-15 and I-215. This project is expected to begin construction in 2028. ◆ The Ethanac Road Improvement Project – 10-mile
widening and realignment of the Ethanac corridor
from I-15 in Lake Elsinore to I-215 in Perris. This
project will provide additional east-west capacity
and ease congestion on I-215.
Goal C-1: Strengthen connections to
the regional transportation
network.
POLICIES
C.1-1: Support regional infrastructure
investments for all modes to relieve
congestion and support healthy
communities in the City of
Moreno Valley.
C.1-2: Maintain ongoing relationships with
all agencies that play a role in the
development of the City’s transportation
system.
C.1-3: Cooperatively participate with SCAG,
RCTC, WRCOG, and the TUMF
Central Zone Committee to facilitate the
expeditious construction of TUMF Network
projects, and planning for a transportation
system that anticipates regional needs for
the safe and efficient movement of goods
and people, especially projects that directly
benefit Moreno Valley.
High occupancy vehicle lanes incentivize carpooling by
providing faster travel to cars with more people.
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______
2290
4-4 | MoVal 2040 GENERAL PLAN
DRAFT
ACTIONS
C.1-A: Advocate for the completion of proposed
and planned regional transportation
projects as they will alleviate congestion
on I-215 and SR 60 and will improve
traffic conditions on City streets.
C.1-B: Work with property owners, in
cooperation with RCTC, to reserve
rights-of-way for freeways, regional
arterial projects, transit, bikeways, and
interchange expansion and potential
Community and Environmental
Transportation Acceptability Process
(CETAP) corridors through site design,
dedication, and land acquisition, as
appropriate.
C.1-C: Pursue grant funding, including for major
projects that enhance connectivity to the
regional network.
Comprehensive, Layered
Network
A comprehensive transportation network gives residents and visitors multiple options for getting around Moreno Valley and connecting to its many nearby
destinations. By providing a variety of safe and
attractive transportation options, the City can ensure
that all residents have equitable access to transport,
including youth, seniors, persons with disabilities, and low-income residents.
As in many communities throughout California, in
Moreno Valley, the automobile, especially the single-occupant vehicle, is the primary mode of travel. 90 percent of total commute travel in Moreno Valley
is by car,1 as depicted in Figure C-1 Commuter Mode
Split, commute outflows on the regional network
make up a large share of vehicle trips in Moreno
Valley. Outflow refers to those who live in Moreno
Valley but are employed outside of the City whereas
inflow includes people who are employed in Moreno
Valley but live outside of the City. About 86 percent of Moreno Valley’s working population is employed outside of the City, and almost half of employed residents travel 25 miles or more to work. About 90 percent of
Moreno Valley residents work in Riverside, Orange,
Los Angeles, or San Bernardino Counties. Moreno
Valley residents traveling to work experience heavy
levels of morning and evening congestion on freeways
such as I-10, I-15, SR 60, SR 91, and I-215.2A focus on creating more jobs locally, supported by a comprehensive, multimodal circulation network, can help reduce the need for long commutes and allow Moreno Valley
residents to spend more time with family and friends.
1 U.S. Census Bureau, American Community Survey 5-Year
Estimates, 2019-2023.
2 U.S. Census Bureau, OnTheMap Application, 2022.
Figure C-1: Commuter Mode Split
Moreno Valley has a relatively flat terrain and rectilinear grid patterns of streets that makes it generally well-suited for walking and biking. However, over time
development patterns in the City have resulted in a
separation of residential, commercial, and employment
uses that do not facilitate walking, and hot weather
particularly in the summer months can make getting
around by walking and biking less desirable. Through
the General Plan Update process, community input
has strongly supported the notion of a future development pattern that facilitates getting around by driving less and walking and biking more. The General Plan
seeks to foster a compact development pattern and a
mix of uses in centers and corridors within Moreno
Valley to help create pockets of walkable areas and
facilitate connections by bicycle and transit. See
Chapter 2, Land Use and Community Character, for
additional discussion. The comprehensive, layered
transportation network described in this chapter supports Moreno Valley’s continued growth and evolution.
Commuter Mode Split
Drive Alone
Carpool
Public Transit
Bicycle/Walking
Other Means
Work At Home
Source: United States Census, 2023 5-Year Estimates
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ain
2291
Circulation | 4-5
DRAFT
COMPLETE STREETS
In 2008, the State passed the California Complete
Streets Act (Assembly Bill 1358), requiring circulation elements to include a Complete Streets approach
that balances the needs of all users of the street.
Complete Streets are streets designed and operated to
enable safe access for all users, including pedestrians, bicyclists, motorists, and transit riders of all ages and abilities. The precise definition of a Complete Street
can vary depending on the context and primary
roadway users, but there are some common elements
found in successful Complete Streets policies. These
policies consider the needs of all users of the street in the planning, design, construction, operation, and
maintenance of transportation networks.3 This framework allows policymakers to shift the goals, priorities, and vision of local transportation planning efforts by
emphasizing a diversity of modes and users. Many
of Moreno Valley’s roads were designed primarily
for car travel when they were first built. Rethinking
Moreno Valley’s roads as Complete Streets will allow
people to safely walk, bicycle, drive, and take transit, sharing the street with other users.
ROADWAY CLASSIFICATIONS
AND CIRCULATION DIAGRAM
Roadway Classifications
The roadway network in Moreno Valley consists of
freeways, boulevards, arterials, collectors, and local
streets. The roadway classifications of the network,
described below, have been developed to guide long
range transportation planning in Moreno Valley to
balance access and capacity.
3 National Complete Streets Coalition, 2017.
FREEWAYS
Freeways generally provide high speed, high-capacity inter-regional access. Their primary function is to move vehicles through or around the City; thus,
there is no access to adjacent land, and limited access to arterial streets. Freeways contain anywhere from
four to 12 lanes with recommended design volumes
from 80,000 to 210,000 vehicles per day. SR 60 is an
east-west freeway containing 6 lanes. I-215, an 8 lane
highway which runs north-west, borders the City, but
is not within the City’s boundaries. The City has no
direct control over freeways as they are maintained
by Caltrans and improvements are programmed
through RCTC.
Complete Streets are streets that
have been designed to safely and
comfortably accommodate all
users, regardless of age, ability, or
mode of travel. Many street designs
historically privileged private vehicle
travel above other transport modes;
Complete Streets aim to correct
past imbalances and ensure that
roadways are safe and friendly for
pedestrians, bicyclists, and transit
riders, too.
ARTERIALS
Arterial streets carry the majority of traffic traveling through the City. They serve two primary functions:
to move vehicles into and through the City, and to
serve adjacent commercial land uses. They provide
access to freeways as well as major activity centers
and residential areas. Driveways and other curb cuts
along arterials are designed to minimize disruption
to traffic flow. Sidewalks are typically included along arterials, and protected Class I or IV bike lanes are
recommended. Truck routes are designated along
arterials. The desired maximum roadway capacity on
arterials averages from 30,000 to 55,000 vehicles per
day depending on number of lanes, type and width of
directional separation, presence of on-street parking
or bicycle facilities, configuration and frequency of
access to adjacent land uses, and intersection configurations. Moreno Valley has several designations of varying Rights of Way (ROW), the widest Divided
Major Arterial (134’ ROW), Divided Arterial (110’
ROW), Arterial (100’ ROW) and down to a Minor
Arterial (88’ ROW).
BOULEVARDS
Boulevards are a type of arterial designed to connect
major destinations within the City and are highly visible and aesthetically landscaped with shade trees and wide sidewalks. Mixed-Use Boulevards in Moreno
Valley provide for high volumes of vehicle flow
(40,000-55,000 vehicles per day) including trucks,
while providing a wide pedestrian parkway with
access to residences along the length of the corridors
and shops and services primarily at intersections.
COLLECTORS
Collectors are intended to carry traffic between the
arterial street network and local streets or directly
from the access drives of higher intensity land uses.
Collectors serve commercial, residential, or public
uses, and are generally two-lane roadways with
sidewalks and bicycle facilities. The desired roadway
Image credit: National
Association of City
Transportation Officials
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4-6 | MoVal 2040 GENERAL PLAN
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capacity on a collector street is less than 12,000 vehicles per day. Moreno Valley has designated Industrial Collectors and Neighborhood Collectors. Industrial
Collectors are designed primarily for access. to industrial and logistics uses that emphasize truck access.
Bike facilities on these roads are preferred off-street or with additional protective buffers and/or barriers.
Neighborhood Collectors are residential streets that
prioritize low vehicle speeds and low-stress bicycle
and pedestrian use on parallel routes to arterials.
LOCAL STREETS
Local streets are designed to serve adjacent land uses
only. They allow access to residential driveways and
often provide parking for the neighborhood. They are
not intended to serve through traffic traveling from
one street to another, but solely local traffic. Sidewalks and shared bicycle facilities are appropriate on local
streets. The desired roadway capacity on a residential
street should not exceed about 2,500 vehicles per day
and 200-300 vehicles per hour during peak periods.
The maximum residential traffic volume that is
acceptable to persons living along a street may vary
from one street to another depending on roadway
width, type of dwelling units (i.e., high density apartments versus single-family homes), presence of schools and other factors. The maximum volume of 2,500
is, therefore, to be used as a guide only, and a neighborhood’s sensitivity to potential impacts need to be carefully considered.
Circulation Diagram
The Circulation Diagram shown in Map C-1 depicts
the proposed circulation system to support development under the Land Use Map (see Map LCC-4 in Chapter 2, Land Use and Community Character). As
Moreno Valley continues to experience residential,
employment, and commercial growth, a connected,
multi-modal street network will be essential to ensure
efficient commutes for work and goods movement,
safe active transportation, and easy access to retail
and entertainment.
The General Plan proposes a “layered network”
approach, where traffic demands of Moreno Valley
and system-wide needs of different modes can be used
as inputs as streets are redesigned and configured to
better meet the needs of bicyclists, pedestrians, and
transit, and enable everyone to efficiently and safely
navigate through the City. Considering system-wide
needs means assessing whether the system as a whole
is able to meet the needs of travelers. The layered
network approach designates modal emphasis by
street to create a comprehensive street network. The
layered network approach recognizes the need to
accommodate all forms of traffic, but with the understanding that certain streets will emphasize certain forms of transportation. Layered networks balance
vehicular transportation with “active transportation,”
which is human-powered transportation that includes
walking, cycling, using a wheelchair, in-line skating,
or skateboarding. The layered network approach
recognizes that not all modes can be accommodated
acceptably on all streets within this City, but bicycle and pedestrian movement can be emphasized on specific streets. It also helps ensure consistency with the California Complete Streets Act, passed in 2008.
A portion of Heacock Street is located within an
area that is currently identified as the Clear Zone
within the 2014 March Air Reserve Base /Inland Port
Airport Land Use Compatibility Plan and the 2018
Figure C-3: Illustrative Neighborhood Collector Cross Section Figure C-2: Illustrative Mixed Use Boulevard Cross Section —1—
A.
Sidewalk Sidewalk Transit Une Drive Une Drive lane Landscaped median Drive lane Drive lane Transit lane on on
ill CtD
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FIGURE 4.16-1 EXISTING AND PLANNED BICYCLE AND PEDESTRIAN NETWORK MoVal 2040 Revised Draft Program EIR
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FIGURE 4.16-1 EXISTING AND PLANNED BICYCLE AND PEDESTRIAN NETWORK oVal 2040 Revised Draft Program EIR
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GURE 4.16-1 EXISTING AND PLANNED BICYCLE AND PEDESTRIAN NETWORK al 2040 Revised Draft Program EIR
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