*** 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)
1956
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)
1957
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)
1958
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)
1959
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)
1960
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)
1961
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)
1962
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)
1963
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)
1964
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)
1965
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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1966
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)
1967
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)
1968
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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)
1969
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
**
1970
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)
1971
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
1972
**
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 ,
1973
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
1974
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
1975
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)
1976
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)
1977
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
1978
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
1979
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)
1980
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)
1981
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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1982
- - - - - - - - - - - - - - - - - - - - - - - - -
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
1983
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 , . . . ,
1984
*** 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)
1985
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 ***
1986
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
1987
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 1988
*** 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)
1989
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)
1990
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
1991
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
1992
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)
1993
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)
1994
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
**
1995
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
1996
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
1997
, 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)
1998
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
1999
*** 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
2000
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
2001
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)
2002
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)
2003
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
2004
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
2005
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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2006
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)
2007
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
2008
***
** 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 ***
2009
** 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
2010
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
2011
*** 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, 2012
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 2013
*** 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 *** ***
2014
*** 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
2015
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 ***
************************************
2016
Appendix C
Traffic Noise Analysis
Kimley»Horn
2017
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 Route Modifications Date: July 15, 2026
Introduction and Background
The City is updating its Circulation Element and adopting a new Truck Route 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 route 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 Route Map. Development and occupancy of the WLC Specific Plan area are anticipated to occur over the next 10 years.
KimleyHorn
2018
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
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1 IGP
Kimley>»Horn
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2019
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
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2020
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
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□ 1111
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□□□□□□□■I
2021
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 route modifications. The truck route 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 route 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 route 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 route modifications would:
1 Kimley-Horn, Vehicle Miles Traveled Analysis – Proposed Citywide Truck Route Modifications, 2026.
KimleyHorn
2022
Traffic Noise Analysis July 2026
City of Moreno Valley Page 6 of 11
• Increase noise levels by 5 dB or more where the “no project” noise level is less than 60 CNEL; • 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 route modifications (With Project) to the criteria listed above. Figure 4:
Noise Contour Map shows the future noise contours based on the truck route 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 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 KimleyHorn
2023
Traffic Noise Analysis July 2026
City of Moreno Valley Page 7 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)
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 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 KimleyHorn
2024
Traffic Noise Analysis July 2026
City of Moreno Valley Page 8 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)
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 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 KimleyHorn
2025
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)
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.
KimleyHorn
2026
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
C
L
T
P
TEE
)
207
EE in
22 KimleyHorn
1__ m
2027
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 route 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.
KimleyHorn
2028
Appendix A: Modeling Results
2029
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
2030
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
2031
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 - - - -
2032
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
2033
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
2034
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
2035
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
2036
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
2037
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.
2038
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
2039
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
2040
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
2041
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
2042
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
2043
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
2044
Appendix D
Vehicle Miles Traveled Analysis
Appendix D
Vehicle Miles Traveled Analysis
Kimley»Horn
2045
Truck Route VMT 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 Route Modifications Date: July 15, 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 route map that includes the elimination of a multitude of truck routes that do not currently comply with the “truck route” 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 Route Ordinance, which adopts a new Truck Route 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 route modifications.
The overall objective of the analysis was to quantify how the City’s proposed truck route modifications, which will prohibit truck travel on certain internal Citywide routes or portions thereof to avoid sensitive receptors, Kimley»Horn
Memorandum
To: Steve Quintanilla, Moreno Valley City Attorney
CC: Angelica Frausto-Lupo, City of Moreno Valley Community Development Director From: Mehul Champaneri, PTP, RSP:
Mayra Garcia, AICP
Heidi Rous, CPP
Subject: Vehicle Miles Traveled Analysis — Proposed Citywide Truck Route Modifications Date: July 15, 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 route map that includes the elimination of a multitude of truck routes that do not currently comply with the “truck route” 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 Route Ordinance, which adopts a new Truck Route 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 route modifications.
The overall objective of the analysis was to quantify how the City’s proposed truck route modifications, which will prohibit truck travel on certain internal Citywide routes or portions thereof to avoid sensitive receptors, TruckRoute VMT Analysis July 2026
City of Moreno Valley Page1 of 16
2046
Truck Route VMT 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 route 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 route 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 route modifications.
As discussed in further detail below, the proposed truck route 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 route modifications. In order to isolate the Truck VMT changes attributable to the truck route 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 Route Identification
2. Truck Route 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 Route 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 Kimley»Horn
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 route 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 route modifications. This memorandum is intended to:
eo Document study scenario definitions and key assumptions; e Describe the analytical framework and modeling process used to estimate Truck VMT changes; and e Provide conclusions regarding anticipated Truck VMT changes attributed to the proposed truck route modifications.
As discussed in further detail below, the proposed truck route 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 (1-215)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 route modifications. In order to isolate the Truck VMT changes attributable to the truck route 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:
Existing Truck Route Identification
Truck Route Scenario Definition for Selected Routes
Travel Demand Model Route Choice Analysis for Selected Routes ltTruck 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 Route 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.,? 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: DailyTruck 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.replicahg.com/. AccessedFebruary 26, 2026 TruckRoute VMT Analysis July 2026
City of Moreno Valley Page 2 of 16
2047
Truck Route VMT 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 route 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 route 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 Route Map.
Development and occupancy of the WLC Specific Plan area are anticipated to occur over the next 10 years.
Kimley»Horn
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 route 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 ExistingTruck Routes to be Eliminated and Sensitive Receptors Within 1,000 Feet shows the City’sTruck 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 route 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 Route Map.
Development and occupancy of the WLC Specific Plan area are anticipated to occur over the next 10 years.
TruckRoute VMT Analysis July 2026
City of Moreno Valley Page 3 of 16
2048
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
— — r
- Mountai pn =
ee EL CASCO
5 2 2
h & San Timoteo
[4 H Canyon = . RECHE,
i YO 3 RA I Norton ’ WR > — = ~ mo x 5 : lis ji 0 Younglove oR ¥ eS g [7 i 2A Reserve
0, Y — [
J AVERY TI " !
Sycamore Be ADIEU pv - Canyon > al py - Te =
- EY Wilderness Park S CX 5% Ne d = FUCAYPTUSIAE ES
) gy RN © io , [¥o= g w Ea jo! >F ne g MASSE
= & NS C— n 2 S
@ Ay S TR Giz 5 A x Ag 2 wo ¥ X ro! lg) = § < tg ~ #\ AlESSANDRO BLUD, 20 fy Sheummmmm E Alessandro Blvd ol = nk Gian - = /
ov | A CACTUS AVE SN A)
3 A —=
Z \ JOHN FKENNEDY,D v e. ST Sye” Zz
3 Nd prj — 2 bm ok 2G IES sye IEEE u
)’ > Se ag » March Air \¢ Fos aise 8
an Bd Reserve Base AT 3 oR
be 10)
(A \ 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 I R20 Residential Commercial ® K-12 School 3 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
TRUCKROUTEVMTANALYSIS
Kimley»Horn 2049
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
Mouniai J———
- Res Tg, EL CASCO
gy
I)
y &
hy RECHE, ] 5h a Ten sol, = | lI}
eX» Ta i > bis pri
| ’ / - Z = .
IN =2 fl, = nd
nT = a, Nl AN i -- eppa lll > CC E] |
Sycamore bi bu « | a = Canyon S P< hs 7 A = Zhe OF EUCALYP, EES Wilderness Park XL: Pl X oH E AY > HK > EUCALRLUSIAVE H = NM Ne D) aK ~ =) AF STREETF . a CHE NE 2° ga [Ez STREET E\E - nl bg g 3 <7 STE i 23 SH or % 2 RE NON Sink HEA 7 8-3 2 E = (a (NaN Ze TsSN - Zz NEE 1 El 2 EEY Ng WS." |" 57 AlEssaNDrRo BUD 7% = Eg E Alessandro Blvd Se a — < £3aN ~~ LN a hd CACTUS AVE ZINE SANNA 2 PCH OK
>) a ALN
2 TOHN,FKENNEDY.D g
®. [pN = - Vs N_7 wn fr) wn 7 bm So CoS dos Ave IE >
a . : } wD » March Air \¢ ASIEYCOLLEGE - n Bivd Reserve Base ran PR i i a
\ g Lake Perris Ny 2a State
N £ 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
TRUCKROUTEVMTANALYSIS
Kimley»Horn 2050
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
TRUCK ROUTE VMT 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
TRUCKROUTEVMTANALYSIS
Kimley»Horn 2051
Truck Route VMT 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.
Kimley»Horn
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.
PerrisTruckRouteAnalysisScenario
ExistingRoute (No ProjectScenario)
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 1-215.
ProposedRoute (With ProjectScenario)
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.
AlessandroBoulevardTruckRouteAnalysisScenario
ExistingRoute (No ProjectScenario)
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.
ProposedRoute (With ProjectScenario)
Asdemonstrated in Figure 5:AlessandroBoulevardTruck Route AnalysisScenario,the AlessandroBoulevard 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 [-215. As such truck traffic would be required to travel along SR 60 and 1-215 to be able to reach the opposite side of Alessandro Boulevard, which will significantly reduce truck traffic along Alessandro Bouelvard.
TruckRoute VMT Analysis July 2026
City of Moreno Valley Page 7 of 16
2052
FIGURE 4: Perris Boulevard Truck Route Analysis Scenario
TRUCK ROUTE VMT ANALYSIS
— PIGEON PASSRD FREDERICKST
RECHE
VISTADR
PERRISBLVD
RECHE, N
EUCALYPTUSAVE
ALESSANDRO BLVD
NASONST
CANYONRp
REDLANDS|
WORLD LOGISTICSCENTER
PARKWAY
HEACOCKST
SAM MICHELLE AVE
LX XLLX 2 1
N PERRISBLVD
JOHN F KENNEDY DR
LASSELLEST
Legend
[1 city of Moreno Valley
@E» Perris Boulevard Existing Route
®®® perris Boulevard Proposed Route
FIGURE4: PerrisBoulevardTruck Route AnalysisScenario
TRUCKROUTEVMTANALYSIS
Kimley»Horn 2053
FIGURE 5: Alessandro Boulevard Truck Route Analysis Scenario TRUCK ROUTE VMT ANALYSIS ~~ PIGEON PASSRD FREDERICKST CACTUSAVE RECHE VISTADR
RECHE, IN
EUCALYPTUSAVE
HEACOCKST
PERRIS BLVD
JOHN FKENN
——
EDYDR
ALESSANDRO BLVD LASSELLEST m
wis AVES
\__
N PERRISBLVD J
YoLLEGE DR
CANYONRp
REDLANDS|
WORLD LOGISTICSCENTER
PARKWAY
Legend
[1] city of Moreno Valley
GE» Alessandro Boulevard Existing Route
®®® Alessandro Boulevard Proposed Route
FIGURE5: AlessandroBoulevardTruck Route AnalysisScenario
TRUCKROUTEVMTANALYSIS
Kimley»Horn 2054
Truck Route VMT 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.
Kimley»Horn
FredrickStreetTruckRouteAnalysisScenario
ExistingRoute (No ProjectScenario)
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 |-215 to reach industrial and commercial areas.
ProposedRoute (With ProjectScenario)
Figure 6: FrederickStreet Truck Route AnalysisScenario demonstrates how the With Project Scenario would require trucks to travel south on Frederick Street to Cactus Avenue, then west on Cactus Avenue to 1-215, then north on the 1-215 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.
HeacockStreetTruckRouteAnalysisScenario
ExistingRoute (No ProjectScenario)
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.
ProposedRoute (With ProjectScenario)
As illustrated in Figure 7: HeacockStreet Truck Route AnalysisScenario, trucks traveling on HeacockStreet would be required to use Alessandro Boulevard, 1-215, and SR 60 to reach industrial and commercial areas within the City boundaries. Therefore, truck traffic on Heacock Street would be significantly reduced.
CactusAvenueTruckRouteAnalysisScenario
ExistingRoute (No ProjectScenario)
The Cactus Avenue No Project Scenario designates Cactus Avenue from Perris Boulevard to [-215 as a truck route. Trucks traveling along Cactus Avenue can travel west along Cactus Avenue to 1-215 and north to SR 60 or west using Heacock Street and Perris Boulevard.
ProposedRoute (With ProjectScenario)
As seen in Figure 8: CactusAvenue Truck Route AnalysisScenario, trucks would be required to travel west on Cactus Avenue, to [-215, and then SR 60. Therefore, with the With Project Scenario, truck traffic would be reduced between Cactus Avenue and Perris Boulevard.
TruckRoute VMT Analysis July 2026
City of Moreno Valley Page 10 of 16
2055
FIGURE 6: Frederick Street Truck Route Analysis Scenario
TRUCK ROUTE VMT ANALYSIS
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Legend
[1] city of Moreno Valley
GE» Frederick Street Existing Route
~ ®®® Frederick Street Proposed Route
FIGURE6: Frederick Street Truck Route Analysis Scenario
TRUCKROUTEVMTANALYSIS
Kimley»Horn 2056
FIGURE 7: Heacock Street Truck Route Analysis Scenario
TRUCK ROUTE VMT ANALYSIS
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Legend
[J city of Moreno Valley
GE» Heacock Street Existing Route
® ® HeacockStreet Proposed Route
FIGURE7: Heacock StreetTruck Route AnalysisScenario
TRUCKROUTEVMTANALYSIS
Kimley»Horn 2057
FIGURE 8: Cactus Avenue Truck Route Analysis Scenario
TRUCK ROUTE VMT ANALYSIS
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Legend
[1 city of Moreno Valley
em» (Cactus Avenue Existing Route
®®® Cactus Avenue Proposed Route
FIGURE8: Cactus AvenueTruck Route AnalysisScenario
TRUCKROUTEVMTANALYSIS
Kimley»Horn 2058
Truck Route VMT 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 route 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 route 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 route 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 route 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
Kimley»Horn
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 |-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 route 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 route modifications. These trip origins are shown in Figure 9: 2040 Daily HeavyTruck 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 route 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 route 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: Changein 2040 DailyTruck VMT on Selected Routes& Truck Trip Origins Study Route VMT No Project VMT With Project Change
Scenario Scenario
1-215 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
TruckRoute VMT Analysis July 2026
City of Moreno Valley Page 14 of 16
2059
FIGURE 9: 2040 Daily Heavy Truck Trips for Selected Study Routes and Truck Origins
TRUCK ROUTE VMT ANALYSIS
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FIGURE9: 2040 Daily HeavyTruckTrips for Selected Study Routes and TruckOrigins
TRUCKROUTEVMTANALYSIS
Kimley»Horn 2060
Truck Route VMT 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 route 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 route modifications 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 route 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.
Kimley»Horn
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 DailyTruck 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 route modifications are expected to result in a net increase in Citywide Truck VMT by approximately 2.8 percent.
Table 3: Net Changein Total Citywide DailyTruck VMT
Analysis Year VMT No Project VMT With Project Net Change Scenario Scenario 2024 BaseYear 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 route modifications 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 route 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 1-215 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.
TruckRoute VMT Analysis July 2026
City of Moreno Valley Page 16 of 16
2061
RESOLUTION NO. 2026-XX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
MORENO VALLEY, CALIFORNIA, APPROVING GENERAL PLAN
AMENDMENT (PEN26-0058) AMENDING THE CIRCULATION
ELEMENT OF THE 2024 MOVAL 2040 GENERAL PLAN
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 2026, the City Council took the appropriate actions to approve the 2024 MoVal 2040 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 MoVal 2040 General Plan and a proposed Ordinance adopting the Official Moreno Valley Truck Routes Map and 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 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 2062
WHEREAS, General Plan Amendment (PEN26-0058) revisions to the Circulation Element to improve clarity, update technical information, maintain internal consistency with the 2024 MoVal 2040 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 which consists of General Plan Amendment (PEN26-0058) and the proposed Ordinance adopting the Official Moreno Valley Truck Routes Map and amending Chapter 12.36 (Truck Routes) to Title 12 (Vehicles and Traffic) of the Moreno Valley Municipal Code to implement the Circulation Element of the City's General Plan consistent with Assembly Bill 98 And Senate Bill 415, 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; and WHEREAS, the Planning Commission has reviewed and considered the Proposed Project, Addendum, Revised Final Program Environmental Impact Report for the 2024 MoVal 2040 Project (State Clearinghouse No. 2020039022), related staff reports, public testimony, and the entire administrative record and recommended that the City Council approve General Plan Amendment (PEN26-0058).
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MORENO
VALLEY, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
Section 1. Recitals and Exhibits
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.
2063
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; (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 including the Planning Commission 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 Planning Commission 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 movement while minimizing truck traffic impacts on residential neighborhoods and other sensitive land uses.
2064
(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. Approval
That based upon the foregoing Recitals, Evidence contained in the Administrative Record, and Findings, the City Council hereby approves General Plan Amendment (PEN26-0058).
Section 6. ENVIRONMENTAL REVIEW
The City Council, on behalf of the Lead Agency, hereby finds and determines, 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.
Section 7. Repeal of Conflicting Provisions
That all provisions previously adopted by the Planning Commission in conflict with this Resolution are hereby repealed.
Section 8. Severability
That the City Council declares that, should any provision, section, paragraph, sentence, clause, or word of this Resolution be declared invalid by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Resolution.
Section 9. Effective Date
That this Resolution shall take effect immediately upon adoption.
Section 10. Certification
That the City Clerk shall certify to the passage of this Resolution. 2065
PASSED AND ADOPTED this 20th day of October, 2026.
___________________________
Ulises Cabrera, Mayor
City of Moreno Valley
ATTEST:
___________________________
M. Patricia Rodriguez, MMC
City Clerk
APPROVED AS TO FORM:
___________________________
Steven B. Quintanilla
City Attorney
Attachment A: Circulation Element Amendments
2066
1 Ordinance No. 2026-XX
Date Adopted: October 20, 2026
ORDINANCE NO. 2026-XX
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
MORENO VALLEY, CALIFORNIA, ADOPTING THE OFFICIAL
MORENO VALLEY TRUCK ROUTES MAP AND AMENDING
CHAPTER 12.36 (TRUCK ROUTES) OF TITLE 12 (VEHICLES
AND TRAFFIC) OF THE MORENO VALLEY MUNICIPAL CODE
TO IMPLEMENT THE CIRCULATION ELEMENT OF THE CITY'S
2024 MOVAL 2040 GENERAL PLAN CONSISTENT WITH
ASSEMBLY BILL 98 AND SENATE BILL 415
WHEREAS, the City of Moreno Valley ("City") is a general law city and a municipal corporation of the State of California, and
WHEREAS, Assembly Bill 98 and Senate Bill 415 (collectively “AB 98”) require jurisdictions to identify and establish designated truck routes that facilitate the movement of goods while minimizing impacts on residential neighborhoods and sensitive receptors; and
WHEREAS, in April and May of 2026, the City Council took the appropriate actions to approve the 2024 MoVal 2040 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 MoVal 2040 General Plan (General Plan Amendment) and this Ordinance adopting the Official Moreno Valley Truck Routes Map and amending Chapter 12.36 (Truck Routes) of Title 12 (Vehicles and Traffic) of the City’s Municipal Code regarding truck routes (Municipal Code Amendment) (collectively, 2067
2 Ordinance No. 2026-XX
Date Adopted: October 20, 2026
PEN26-0058, “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 routes network that promotes efficient freight movement in compliance with state and federal laws and regulations applicable to such truck traffic and truck routes; and 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 Routes 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 prepared Municipal Code Amendment (PEN26-0058) to amend Chapter 12.36 (Truck Routes) of the Moreno Valley Municipal Code to establish objective standards for truck circulation and identify designated truck routes throughout the City; and
WHEREAS, Municipal Code Amendment (PEN26-0058) is intended to implement General Plan Amendment (PEN26-0058) to improve goods movement, reduce truck traffic near sensitive receptors, and support compliance with applicable State law; and
WHEREAS, staff has determined that an Addendum is the appropriate CEQA documentation for the Proposed Project, consisting of General Plan Amendment (PEN26-0058) and Municipal Code Amendment (PEN26-0058), 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 2068
3 Ordinance No. 2026-XX
Date Adopted: October 20, 2026
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; and WHEREAS, on August 13, 2026, the Planning Commission conducted the duly noticed public hearing as prescribed by law to consider the Proposed Project (PEN26- 0058) and Addendum to the Revised Final Program Environmental Impact Report for the 2024 MoVal 2040 Project (State Clearinghouse No. 2020039022) at which time all interested persons were provided with an opportunity to testify and present evidence, 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; 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; and
WHEREAS, the City Attorney requested that the Public Hearing be continued to the October 20, 2026, regular City Council meeting to conduct some additional public outreach regarding the proposed revisions to the City’s truck route network and proposed amendments to the Municipal Code and Circulation Element of the City’s recently updated 2024 General Plan, as approved by the City Council on April 21, 2026; 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 October 20, 2026.
NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF MORENO VALLEY DOES ORDAIN AS FOLLOWS:
Section 1. RECITALS
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4 Ordinance No. 2026-XX
Date Adopted: October 20, 2026
The above recitals are true and correct and are incorporated herein as though set forth at length herein.
Section 2. AUTHORITY
This Ordinance is adopted pursuant to Article XI, Section 7 of the California Constitution, California Government Code Section 37100, California Vehicle Code Sections 35701 through 35718, and all other applicable laws.
Section 3. PURPOSE
The purpose of this Ordinance is to implement the Circulation Element of the City’s General Plan and establish a comprehensive framework for the safe and efficient movement of goods throughout Moreno Valley. The regulations contained herein are intended to maximize the use of freeways, highways, arterials, and designated truck routes; reduce truck traffic on local residential streets; and protect sensitive receptors from truck-related traffic, air quality, noise, and safety impacts. This Ordinance further supports the implementation of Assembly Bill 98, Senate Bill 415, and future State legislation related to goods movement and warehouse development, while establishing objective standards for truck circulation associated with logistics and warehouse facilities within the City.
Section 4. ADOPTION OF OFFICIAL MORENO VALLEY TRUCK
ROUTES MAP.
The attached map titled Official Moreno Valley Truck Routes Map is hereby adopted.
Section 5. AMENDMENT TO CHAPTER 12.36 (TRUCK ROUTES) OF TITLE 12 (VEHICLES & TRAFFIC) OF THE MORENO
VALLEY MUNICIPAL CODE
Chapter 12.36 (Truck Routes) of Title 12 (Vehicles and Traffic) of the Moreno Valley Municipal Code is hereby amended to read as follows:
Chapter 12.36 Truck Routes
A. Purpose
The purpose of this Chapter is to establish a comprehensive truck routes system and operational framework governing truck circulation within the City.
B. Definitions.
For the purpose of this section, unless the context clearly requires otherwise, the words and phrases used herein shall have the following meanings:
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Date Adopted: October 20, 2026
1. "Designated truck route" means any roadway identified on the Official Moreno Valley Truck Routes Map.
2. "Heavy-duty truck" shall have the same meaning established in Section 9.05.060 of the Moreno Valley Municipal Code.
3. “Logistics use development” or “logistics use facility” shall have the same meaning established in Section 9.05.060 of the Moreno Valley Municipal Code.
4. “Logistics park” shall have the same meaning established in Section 9.05.060 of the Moreno Valley Municipal Code.
5. "Sensitive receptor" shall have the same meaning established in Section
9.05.060 of the Moreno Valley Municipal Code.
6. "Truck access study" means a study evaluating truck circulation, routing, freeway access, queueing, safety, and impacts on sensitive receptors.
7. "Truck routing and operations plan" means a plan identifying designated truck routes, truck circulation patterns, operational procedures, and measures to prevent truck parking, truck queueing, and circulation through residential neighborhoods.
8. "Truck queueing" means the staging or accumulation of trucks on public streets while awaiting access to a logistics use facility.
9. "Truck staging area" means an on-site area designed to accommodate waiting trucks.
C. Applicability
1. The provisions of this chapter shall apply to the following:
a. Heavy-duty trucks operating within the City.
b. Logistics use facilities.
c. Logistics parks.
d. Distribution centers.
e. Warehouses.
f. Trucking facilities.
g. Projects subject to AB 98.
2. The provisions of this chapter shall not apply to the following:
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6 Ordinance No. 2026-XX
Date Adopted: October 20, 2026
a. Emergency vehicles.
b. Public utility vehicles.
c. Public agency vehicles.
d. School buses.
e. Public transit vehicles.
f. Refuse collection vehicles.
g. Construction vehicles providing service to a permitted project. h. Vehicles making local deliveries using the shortest practical route.
D. Official Truck Routes System
1. The Official Moreno Valley Truck Routes Map is hereby incorporated by reference.
2. Designated truck routes shall include all roadways identified on the Official Truck Routes Map and future amendments approved by City Council resolution.
3. The Public Works Director may make administrative corrections that do not materially alter the operation of the truck routes system.
4. The Public Works Director or City Engineer shall install and maintain truck routes signs and traffic control devices necessary to implement this Chapter.
E. Truck Routes Requirements
1. Heavy-duty trucks shall utilize designated truck routes as identified on the Official Moreno Valley Truck Routes Map. Except as otherwise provided in this Chapter, trucks shall travel between the designated truck routes and their origin or destination using the shortest practical route.
2. The Official Moreno Valley Truck Routes Map is incorporated herein by reference. Administrative corrections made by the Public Works Director or designee shall be limited to correcting drafting errors, street name changes, or other non-substantive revisions and shall not modify designated truck routes or alter truck routes designations. Any modification to a designated truck route shall require approval by the City Council.
3. Trucks shall access logistics use facilities using designated truck routes to the maximum extent feasible.
4. Truck traffic through residential neighborhoods shall be prohibited except when necessary for local deliveries or where no feasible alternative route exists. 2072
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Date Adopted: October 20, 2026
5. Truck parking on public streets outside designated truck staging areas shall be prohibited except as otherwise authorized by law.
F. Truck Routes Signage
1. Truck routes signage shall be installed at locations determined by the Public Works Director or City Engineer.
2. Truck routes signs, pavement markings, and other traffic control devices shall be installed and maintained in accordance with the California Manual on Uniform Traffic Control Devices (CA MUTCD) and applicable City engineering standards.
Signs shall include, as applicable:
a. Truck routes identification signs.
b. Directional truck routes signs.
c. Truck parking signs.
d. No-idling signs.
e. Truck restriction signs.
f. Freeway access signs.
3. Logistics use facilities shall install truck routes signs on private property where required by the City.
G. Truck Routing and Operations Plans
1. A Truck Routing and Operations Plan shall be required for:
a. Logistics use facilities.
b. Warehouse developments.
c. Distribution facilities.
d. Projects subject to AB 98.
e. Projects generating significant truck traffic as determined by the City Engineer.
2. The Truck Routing and Operations Plan shall include:
a. Estimated daily truck trips.
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Date Adopted: October 20, 2026
b. Peak-hour truck trips.
c. Truck ingress and egress routes.
d. Freeway access routes.
e. Queueing analysis.
f. Truck staging locations
g. Sensitive receptor analysis.
h. Signage program.
i. Idling reduction measures.
j. Emergency access procedures.
3. The Truck Routing and Operations Plan shall demonstrate consistency with the Official Truck Routes Map.
4. Facility operators shall communicate approved Truck Routing Plans to all carriers, dispatchers, tenants, contractors, and operators serving the facility.
H. Warehouse and Logistics Access Standards
1. Logistics use facilities shall provide direct access to designated truck routes.
2. Truck access through local residential streets shall be prohibited unless approved by the Public Works Director or City Engineer.
3. Truck queueing on public streets is prohibited.
4. Truck loading, unloading, and staging shall occur entirely on private property.
5. Truck circulation shall be designed to minimize conflicts with pedestrians, bicyclists, and transit users.
I. Sensitive Receptor Protection Standards
1. Truck routing shall avoid sensitive receptors to the maximum extent feasible.
2. The City shall establish, as determined necessary by the Public Works Director or the City Engineer:
a. Turn restrictions.
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Date Adopted: October 20, 2026
b. School-hour truck restrictions.
c. Time-of-day operational restrictions.
d. No-idling zones.
e. Enhanced signage.
f. Traffic control measures.
3. New logistics use facilities shall demonstrate consistency with the City's Official Truck Routes Map and applicable separation requirements established by State law and Municipal Code Section 9.05.060, whichever is more stringent.
J. Temporary Truck Routes
The Public Works Director may establish temporary truck routes and detours during emergencies, roadway closures, maintenance activities, or construction projects.
K. Administrative Authority
The Public Works Director, City Engineer, and Community Development Director are authorized to adopt administrative procedures necessary to implement this Chapter.
L. Violations and Enforcement
1. Violations of this Chapter constitute violations of the Moreno Valley Municipal Code.
2. Violations shall be enforced, as determined appropriate by the Public Works Director, through:
a. Administrative citations.
b. Civil remedies.
c. Conditions of approval enforcement.
d. Business license enforcement.
e. Any other lawful enforcement mechanism as determined by the Public Works Director.
3. Repeated violations of an approved Truck Routing Plan by a logistics use facility operator shall constitute a violation of the facility's conditions of approval.
4. Each day a violation continues shall constitute a separate violation. 2075
10 Ordinance No. 2026-XX
Date Adopted: October 20, 2026
Section 6. ENVIRONMENTAL REVIEW
The City Council, on behalf of the Lead Agency, hereby finds and determines, 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.
Section 7. SEVERABILITY
That the City Council declares that, should any provision, section, paragraph, sentence or word of this Ordinance be rendered or declared invalid by any final court action in a court of competent jurisdiction or by reason of any preemptive legislation, the remaining provisions, sections, paragraphs, sentences or words of this ordinance as hereby adopted shall remain in full force and effect.
Section 8. REPEAL OF CONFLICTING PROVISIONS
That all the provisions of the Municipal Code as heretofore adopted by the City of Moreno Valley that are in conflict with the provisions of this Ordinance are hereby repealed.
Section 9. EFFECTIVE DATE
This ordinance shall take effect thirty (30) days after the date of its second reading.
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Date Adopted: October 20, 2026
Section 10. CERTIFICATION
That the City Clerk shall certify to the passage and adoption of this Ordinance, enter the same in the book for original ordinances of the City, and make a minute of passage and adoption thereof in the records of the proceedings of the City Council, in the minutes of the meeting at which this Ordinance is passed and adopted.
APPROVED AND ADOPTED this 20th day of October, 2026.
_________________________________
Ulises Cabrera
Mayor
City of Moreno Valley
ATTEST:
______________________________
M. Patricia Rodriguez, MMC, City Clerk
APPROVED AS TO FORM:
______________________________
Steven B. Quintanilla, City Attorney
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Date Adopted: October 20, 2026
ORDINANCE 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 Ordinance 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 20th day of October, 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
(Council Members, Mayor Pro Tem and Mayor)
_________________________________________
M. PATRICIA RODRIGUEZ, MMC, CITY CLERK
(SEAL)
2078
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
¯
0 0.5 1 2 Miles
Legend
City of Moreno Valley
Sphere of Influence
National Network Routes
City Truck Routes
World Logistics Center Specific Plan Truck Routes
Official Moreno Valley Truck Routes Map
*World Logistics Center Truck Routes, Exhibit 3-11: Truck Routes, September 2014. Streets B, E, and F have not been constructed but will be upon the development of the World Logistics Center.
EUCALYPTUS AVE
STREET E
STREET F
STREET B
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Report to City Council
ID: 26-0407 Page 1
TO: Mayor and City Council
FROM: Steve Quintanilla, City Attorney
AGENDA DATE: October 20, 2026
TITLE: URGENCY ORDINANCE IMPOSING AN INITIAL 45-DAY
MORATORIUM ON APPROVAL OF LAND USE
ENTITLEMENTS AND/OR AGREEMENTS FOR
CERTAIN DATA CENTERS PURSUANT TO
GOVERNMENT CODE SECTION 65858 (REPORT OF:
CITY ATTORNEY) (DISTRICT: ALL DISTRICTS)
TITLE SUMMARY: Urgency Ordinance Imposing An Initial 45-Day Moratorium On Approval Of Land Use Entitlements and/or Agreements
For Certain Data Centers Pursuant To Government Code
Section 65858
DISTRICT: All Districts
Recommendation(s)
That the City Council:
1. ADOPT the proposed Interim Urgency Ordinance No. 2026-XX imposing an initial 45- day Moratorium on the approval of any land use entitlements and/or agreements to allow the operation of certain Data Centers in the City of Moreno Valley.
SUMMARY
After hearing a report by Electric Utility Division Manager Jason Niccoli and input from the public at a duly noticed Study Session of the City Council held on September 8, 2026, the City Council directed City staff to prepare a Moratorium on Data Centers for the City Council’s consideration at a subsequent City Council meeting. 2080
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DISCUSSION
California Government Code Section 65858 authorizes the City Council to adopt, as an interim urgency measure, an Interim Urgency Ordinance (“Moratorium”) prohibiting land uses that may conflict with contemplated general plan, specific plan, zoning, or development standard amendments that the City is studying or intends to study within a reasonable period of time. California Government Code Section 65858 further requires that in order to adopt such a Moratorium, the City Council must find that there exists a current and immediate threat to public health, safety, or welfare, and that the approval of additional use permits, building permits, subdivisions, variances, or other entitlements related to the prospective prohibited land use would result in such a threat to public health, safety, or welfare.
City staff is currently studying and intends to study potential amendments to the 2024 MoVal 2040 General Plan, Title 9 (Planning & Zoning), the City’s Zoning Atlas, and development standards, infrastructure policies, utility allocation procedures, environmental review thresholds, and performance standards related to the establishment, expansion, and operation of Data Centers and high-intensity digital infrastructure uses to determine appropriate regulatory standards that should be adopted to eventually permit or conditionally permit Data Centers, or alternatively, enact a permanent ban on Data Centers.
City staff believes that a “Data Center” as defined hereinbelow, without appropriate study and standards, could impose substantial and potentially irreversible impacts on local water supplies, electrical infrastructure, air quality, and community character, and that absent immediate action, applications for new Data Centers or conversion of existing structures into Data Centers may be submitted, processed, and vested under existing regulations before the City completes the necessary studies and adopts updated regulations specifically tailored to address the unique operational, environmental, infrastructure, and public safety impacts associated with Data Centers. As such, City staff believes that an immediate Moratorium is necessary to preserve the status quo while City staff evaluates and considers appropriate amendments to the 2024 MoVal 2040 General Plan, Title 9 (Planning & Zoning), the City’s Zoning Atlas, and development standards, utility allocation policies, environmental review procedures, and public safety regulations that should be considered and adopted if the City Council decides in the future to permit or conditionally permit them, or whether the City Council should adopt a permanent ban based on the unmitigable impacts of Data Centers.
Definition of Data Center
For purposes of this Moratorium, “Data Center” is defined as a structure or site used primarily for the storage, management, processing, and transmission of digital data and that houses computer or network equipment, systems, servers, appliances, and other associated components related to digital data storage, processing, and related operations, such as, but not limited to, air handlers, power generators, water cooling and storage facilities, utility substations, back-up batteries, fire suppression systems, 2081
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enhanced security features, and other associated utility infrastructure that exceeds 100 Megawatts of instantaneous electrical demand.
City staff recommends that the Moratorium not apply to the following:
Data Centers developed, constructed, and operated by the City of Moreno Valley or other public agencies; and
“Associated Data Rooms” or “Server Rooms” which consist of enclosed rooms, suites, or other accessory spaces containing computer servers, data storage equipment, network switching equipment, telecommunications equipment, and related supporting equipment, including cooling, electrical, backup power, and security systems, used solely in conjunction with and incidental to the primary land use on the same lot or site, and which shall not be used for third-party digital data processing, storage, or transmission.
Purpose of Moratorium
The purpose of the Moratorium is to protect the public health, safety and welfare of the residents of the City of Moreno Valley from the current and immediate threat that Data Centers operating within the City’s jurisdictional boundaries would present to the residents of the City of Moreno Valley during the time City staff is studying potential amendments to the 2024 MoVal 2040 General Plan, Title 9 (Planning & Zoning), the City’s Zoning Atlas, and development standards, infrastructure policies, utility allocation procedures, environmental review thresholds, and performance standards related to the establishment, expansion, and operation of data centers and high-intensity digital infrastructure uses to determine whether Data Centers should be permitted or conditionally permitted with appropriate regulatory standards or, alternatively, whether Data Centers should be permanently prohibited due their unmitigable impacts.
Urgency Findings
In accordance with California Government Code Section 65858 and in order to protect the public health, safety, and welfare, the City Council is required to adopt findings that there is a current and immediate threat to the public health, safety, or welfare of the residents unless a Moratorium is adopted.
The following list identifies jurisdictions in California that have adopted urgency findings in support of their respective Moratoriums on Data Centers, which are incorporated herein by this reference to justify and support the Urgency Findings set forth below in this Staff Report.
Baldwin Park
Brawley
Calipatria
Coachella
El Monte
Imperial
Montebello
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Monterey Park
Oakley
In addition to the above, the Staff Report incorporates by reference the impacts of Data Centers identified and addressed in a joint report produced by the Los Angeles Department of Regional Planning and Los Angeles County Public Health, dated August 17, 2026, titled “Addressing the Health and Environmental Impacts of Data Centers,” attached hereto.
City staff recommends that the City Council consider adoption of the Moratorium based on the findings set forth below, which were derived from independent research, the various findings made by the above-referenced California cities which have either adopted similar Moratoriums or complete bans on Data Centers or certain types of Data Centers, and the joint report produced by the Los Angeles Department of Regional Planning and Los Angeles County Public Health, dated August 17, 2026, titled “Addressing the Health and Environmental Impacts of Data Centers.” Emerging Nature of Data Center Development.
1. Advances in cloud computing, artificial intelligence, cryptocurrency processing, large-scale digital storage, and high-density computing have resulted in a substantial increase in proposals for large industrial-scale Data Centers throughout California and the western United States.
2. Data Centers differ substantially from traditional office, industrial, warehouse, or research and development uses because they may operate continuously on a twenty-four-hour basis; consume extraordinarily high amounts of electrical power and water; require extensive cooling infrastructure; rely upon diesel backup generators and hazardous materials systems; and generate persistent noise, heat, vibration, and infrastructure demands that are not adequately addressed under the City’s current zoning regulations.
3. The City’s current zoning regulations, zoning atlas, and development standards were adopted before the emergence of modern hyperscale and artificial intelligence-oriented Data Centers and therefore do not adequately regulate the intensity, utility demand, operational characteristics, environmental impacts, or cumulative impacts associated with such facilities.
4. The California Energy Commission has publicly identified Data Centers as a rapidly growing source of statewide electrical demand and has projected substantial increases in electricity consumption associated with future Data Center development.
Threats to Electrical Infrastructure and Grid Reliability.
1. Data Centers may impose extraordinary and concentrated electrical loads on local transmission and distribution systems, potentially requiring substantial upgrades to substations, transformers, transmission infrastructure, and backup generation 2083
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systems.
2. The City’s existing electrical infrastructure is mostly not designed to accommodate multiple large-scale Data Center facilities or high-density computing campuses with continuous baseload demand requirements.
3. To permit Data Center projects prior to City staff determining whether the City’s existing electrical infrastructure (which includes Moreno Valley Utility infrastructure) is capable of providing adequate capacity and conducting the necessary reliability studies, and prior to the City’s existing electrical utility providers (which includes Moreno Valley Utility) making any necessary system upgrades, may adversely affect grid reliability, increase the risk of service interruptions, strain emergency backup systems, and impair the ability of the City’s existing electrical utility providers to serve existing residential, commercial, school, hospital, and public safety uses.
4. Uncontrolled proliferation of Data Centers may contribute to increased utility costs borne by residents and existing businesses through infrastructure expansion, peak demand impacts, and utility cost shifting by the City’s existing electrical utility providers other than Moreno Valley Utility.
Water Supply and Drought Resiliency Concerns.
1. Many modern Data Centers rely upon substantial quantities of potable and recycled water for cooling and climate-control systems, depending on the type of cooling system selected, which is not currently regulated or controlled by the City.
2. The City is located within a region subject to recurring drought conditions, groundwater management obligations, imported water supply constraints, climate change impacts, and increasing long-term uncertainty regarding water availability.
3. The approval of Data Center facilities before completion of water supply and infrastructure analyses may threaten the City’s ability to preserve adequate water supplies for residential neighborhoods, schools, parks, hospitals, fire suppression, and other essential community needs.
4. The existing development standards do not presently include sufficient operational limitations, water efficiency standards, recycled water requirements, drought contingency provisions, or cumulative water demand thresholds specifically applicable to Data Centers.
Public Health and Environmental Impacts.
1. Data Centers commonly utilize large-scale mechanical cooling equipment, industrial ventilation systems, emergency backup generators, transformers, and fuel storage facilities that may create significant noise, vibration, air quality, heat island, and hazardous materials impacts affecting nearby residential and sensitive land uses.
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2. Backup diesel generators associated with Data Centers may create localized emissions impacts during testing, maintenance, or emergency operation and may adversely affect nearby residential neighborhoods, schools, childcare centers, senior housing facilities, and medically vulnerable populations.
3. The City’s current zoning regulations do not contain adequate buffering, setback, noise attenuation, generator operation, emissions mitigation, or environmental performance standards specifically tailored to Data Center operations.
4. Data Centers frequently generate comparatively low employment densities relative to the intensity of land consumption, infrastructure demand, and utility usage associated with such facilities, thereby raising substantial land use compatibility and public welfare concerns regarding the long-term allocation of scarce industrial land and utility resources.
Fire, Emergency Response, and Public Safety Concerns.
1. Data Centers and associated energy infrastructure may involve substantial quantities of fuel storage systems, electrical equipment, cooling systems, and other facilities that pose unique fire suppression, hazardous materials, and emergency response challenges.
2. The City has identified the need to evaluate whether existing Fire Department staffing levels, training protocols, hazardous materials response capabilities, water pressure availability, and fire suppression infrastructure are adequate to safely serve large-scale Data Center facilities.
3. The approval of Data Center facilities before completion of such evaluations may create immediate and unacceptable risks to emergency response operations, firefighter safety, and neighboring properties.
Need for Moratorium
City staff believes there is a current and immediate threat to the public health, safety, and welfare arising from the potential establishment of Data Centers under the City’s existing zoning and development regulations, which were not designed to address the unique and intensive operational characteristics of such uses, since:
1. The approval of additional land use entitlements, building permits, grading permits, use permits, variances, subdivisions, or any other applicable approvals for Data Center development during the period in which the City is studying or intends to study appropriate regulatory controls would result in and exacerbate the threats identified in this Staff Report.
2. Without the immediate adoption of this Moratorium, developers may be able to obtain vested rights or approvals under existing regulations before the City has an opportunity to complete the studies and adopt reasonable regulations necessary to protect the public health, safety, and welfare.
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3. A Moratorium is necessary to preserve the status quo while the City evaluates and considers appropriate amendments to the 2024 MoVal 2040 General Plan, Zoning regulations, Zoning Atlas, development standards, utility allocation policies, environmental review procedures, and public safety regulations applicable to Data Centers.
Effective Date
Provided the Moratorium is adopted by four-fifths vote of the members of the City Council, it shall take effect immediately upon its adoption.
Term
Pursuant to Government Code section 65858, the term of the proposed Moratorium shall not initially exceed 45 days from the date of adoption, after which it shall expire and be of no further force or effect, unless and until extended in accordance with Government Code section 65858.
Written Report
At least 10 days before the Moratorium or any extension expires, the City Manager or designee is required to issue a written report describing the measures taken to alleviate the condition which led to the adoption of the Moratorium.
Extensions
The City Council may extend the proposed Moratorium, after a noticed public hearing, for 10 months and 15 days and then again for one year. Any extension shall also require a four-fifths vote for adoption, and not more than two extensions may be adopted.
ENVIRONMENTAL REVIEW
The Moratorium is not subject to the California Environmental Quality Act (CEQA) pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly; it prevents changes in the environment pending the completion of zoning code revisions and related impact studies.
ALTERNATIVES
1. Adopt the Interim Urgency Ordinance imposing the initial 45-day Moratorium on the approval of any land use entitlements and/or agreements to allow the operation of certain Data Centers in the City of Moreno Valley. Staff recommends this alternative to protect the public health, safety, and welfare of the residents of the City from the current and immediate threat that certain Data Centers 2086
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operating within the City’s jurisdictional boundaries would present to the residents of the City of Moreno Valley during the time City staff is studying the issue.
2. Do not adopt the Interim Urgency Ordinance imposing a 45-day Moratorium on the approval of any land use entitlements and/or agreements to allow the operation of certain Data Centers in the City of Moreno Valley. Staff does not recommend this alternative since it may expose the residents of the City to adverse impacts of Data Centers in light of the lack of any regulations governing the location, development, and operation of Data Centers in the City of Moreno Valley.
FISCAL IMPACT
There is no fiscal impact with the recommended actions.
NOTIFICATION
The Agenda containing this item was posted at least 72 hours prior to the October 20, 2026, regular meeting of the City Council.
PREPARATION OF STAFF REPORT
Prepared By:
Steven B. Quintanilla
City Attorney
CITY COUNCIL GOALS
Community Image, Neighborhood Pride and Cleanliness: Promote a sense of community pride and foster an excellent image about our City by developing and executing programs which will result in quality development, enhanced neighborhood preservation efforts, including home rehabilitation and neighborhood restoration.
Positive Environment: Create a positive environment for the development of Moreno Valley's future.
CITY COUNCIL STRATEGIC PRIORITIES
1. Economic Development
2. Public Safety
3. Library
4. Infrastructure
5. Beautification, Community Engagement, and Quality of Life
6. Youth Programs
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Report Approval Details
Document Title: STAFFREPORT_CA_DATA_CENTERS.docx
Attachments: - Ordinance No. 2026-XX to Data Center.docx - DATA CENTER - LA County Report - Data Center Impacts.pdf Final Approval
Date:
Oct 15, 2026
This report and all of its attachments were approved and signed as outlined below:
Patty Rodriguez
No Signature - Task assigned to Steve Quintanilla was completed by assistant Patty Rodriguez
Steve Quintanilla
Anna Chacon
Felicia London, MPA
Launa Jimenez
Brian Mohan
Patty Rodriguez
2088
1 Interim Urgency Ordinance No. 2026-XX
Date Adopted: OCTOBER 20, 2026
INTERIM URGENCY ORDINANCE NO. 2026-XX
DATA CENTER MORATORIUM
AN INTERIM URGENCY ORDINANCE OF THE CITY
COUNCIL OF THE CITY OF MORENO VALLEY,
CALIFORNIA, IMPOSING AN INITIAL 45-DAY
MORATORIUM ON THE APPROVAL OF ANY LAND USE
ENTITLEMENTS AND/OR AGREEMENTS TO ALLOW THE
OPERATION OF CERTAIN DATA CENTERS IN THE CITY
OF MORENO VALLEY, IN ACCORDANCE WITH
CALIFORNIA GOVERNMENT CODE SECTION 65858
WHEREAS, the City of Moreno Valley ("City") is a general law city and a municipal corporation of the State of California, and
WHEREAS, California Government Code Section 65858 authorizes the City Council to adopt, as an urgency measure, an interim ordinance (“Moratorium”) prohibiting land uses that may conflict with contemplated general plan, specific plan, zoning, or development standard amendments that the City is studying or intends to study within a reasonable time; and
WHEREAS, California Government Code Section 65858 further requires that in order to adopt such a Moratorium, the City Council must find that there exists a current and immediate threat to the public health, safety, or welfare, and that the approval of use permits, building permits, subdivisions, variances, or other entitlements related to the prospective prohibited land use would result in such a threat to public health, safety, or welfare; and
WHEREAS, staff is studying and intends to study potential amendments to the 2024 MoVal 2040 General Plan, Title 9 (Planning & Zoning), the City’s Zoning Atlas, and development standards, infrastructure policies, utility allocation procedures, environmental review thresholds, and performance standards related to the establishment, expansion, and operation of Data Centers and high-intensity digital infrastructure uses to determine appropriate regulatory standards or, alternatively, their permanent prohibition; and
WHEREAS, a “Data Center” as defined in this Ordinance below, without appropriate study and standards, could impose substantial and potentially irreversible impacts on local water supplies, electrical infrastructure, air quality, and community character; and
WHEREAS, staff represents that a “Data Center” as defined hereinbelow, without appropriate study and standards, could impose substantial and potentially irreversible impacts on local water supplies, electrical infrastructure, air quality, and community character, and that absent immediate action, applications for new Data Centers or conversion of existing structures into Data Centers could be submitted, processed, and 2089
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vested under existing regulations before the City completes the necessary studies and adopts updated regulations specifically tailored to address the unique operational, environmental, infrastructure, and public safety impacts associated with such uses; and WHEREAS, staff purports that an immediate Moratorium is necessary to preserve the status quo while staff evaluates and considers appropriate amendments to the 2024 MoVal 2040 General Plan, Title 9 (Planning and Zoning), the City’s Zoning Atlas, and development standards, utility allocation policies, environmental review procedures, and public safety regulations applicable to Data Centers; and WHEREAS, staff recommends that the City Council find and determine that the adoption of a Moratorium is necessary for the immediate preservation of the public peace, health, safety, and welfare pursuant to California Government Code Section 65858 and the City’s police powers under Article XI, section 7 of the California Constitution; and WHEREAS, based upon all evidence presented and/or otherwise contained or referenced in the Staff Report and the rest of the Administrative Record, the City Council hereby finds, as set forth herein below, that a Moratorium is necessary to avoid current and immediate threats to the public health, safety, and welfare pending completion of the studies and regulatory actions described herein.
NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF MORENO VALLEY DOES ORDAIN AS FOLLOWS:
SECTION 1. RECITALS
That the above recitals are true and correct and are incorporated herein as though set forth at length herein.
SECTION 2. AUTHORITY
That this Interim Urgency Ordinance (Moratorium) is adopted pursuant to the authority granted pursuant to the California Government Code Section 65858 for the purpose of protecting the public health, safety, and welfare of the residents of the City of Moreno Valley from the current and immediate threats that certain potential Data Centers, if permitted to operate within the City’s jurisdictional boundaries, would present to the residents of the City of Moreno Valley.
SECTION 3. PURPOSE
That the purpose of this Interim Urgency Ordinance (Moratorium) is to protect the public health, safety, and welfare of the residents of the City of Moreno Valley from the current and immediate threats that certain potential Data Centers, if permitted to operate within the City’s jurisdictional boundaries, would present to the residents of the City of Moreno Valley.
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SECTION 4. ADMINISTRATIVE RECORD
That the City Council has considered all the evidence contained in the Administrative Record for this Interim Urgency Ordinance (Moratorium), which includes, without limitation, the following:
(a) 2024 MoVal 2020 General Plan and all other relevant provisions contained therein;
(b) Title 9 (Planning and Zoning) of the Moreno Valley Municipal Code and all other relevant provisions referenced therein and the City’s Zoning Atlas;
(c) The findings supporting the Interim Urgency Ordinances (Moratoriums) and Ordinances banning Data Centers adopted by the Cities of Baldwin Park, Brawley, Calipatria, Coachella, El Monte, Imperial, Montebello, Monterey Park and Oakley;
(d) The joint report produced by the Los Angeles Department of Regional Planning and Los Angeles County Public Health, dated August 17, 2026, titled “Addressing the Health and Environmental Impacts of Data Centers”;
(e) The Staff Report and consideration and all documents, records, and references related thereto, and Staff’s presentation at the City Council meeting; and
(f) Public comments from all persons that were provided in written format or correspondence, at, or prior to, the City Council meeting.
SECTION 5. URGENCY FINDINGS
That in accordance with California Government Code Section 65858 and in order to protect public health, safety, and welfare, the City Council of the City of Moreno Valley adopts the following findings in support of this Interim Urgency Ordinance (Moratorium), based on the evidence contained in the Administrative Record as described above, and finds that there is a current and immediate threat to the public health, safety, or welfare of the residents of the City of Moreno Valley based on the following:
Emerging Nature of Data Center Development.
1. Advances in cloud computing, artificial intelligence, cryptocurrency processing, large-scale digital storage, and high-density computing have resulted in a substantial increase in proposals for large industrialscale Data Centers throughout California and the western United States.
2. Data Centers differ substantially from traditional office, industrial, warehouse, or research and development uses because they may 2091
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operate continuously on a twenty-four-hour basis; consume extraordinarily high amounts of electrical power and water; require extensive cooling infrastructure; rely upon diesel backup generators and hazardous materials systems; and generate persistent noise, heat, vibration, and infrastructure demands that are not adequately addressed under the City’s current zoning regulations.
3. The City’s current zoning regulations, zoning atlas, and development standards were adopted before the emergence of modern hyperscale and artificial intelligence-oriented Data Centers and therefore do not adequately regulate the intensity, utility demand, operational characteristics, environmental impacts, or cumulative impacts associated with such facilities.
4. The California Energy Commission has publicly identified Data Centers as a rapidly growing source of statewide electrical demand and has projected substantial increases in electricity consumption associated with future Data Center development.
Threats to Electrical Infrastructure and Grid Reliability.
1. Data Centers may impose extraordinary and concentrated electrical loads on local transmission and distribution systems, potentially requiring substantial upgrades to substations, transformers, transmission infrastructure, and backup generation systems.
2. The City’s existing electrical infrastructure is mostly not designed to accommodate multiple large-scale Data Center facilities or high-density computing campuses with continuous baseload demand requirements.
3. To permit Data Center projects prior to City staff determining whether the City’s existing electrical infrastructure (which includes Moreno Valley Utility infrastructure) is capable of providing adequate capacity and conducting the necessary reliability studies, and prior to the City’s existing electrical utility providers (which includes Moreno Valley Utility) making any necessary system upgrades, may adversely affect grid reliability, increase the risk of service interruptions, strain emergency backup systems, and impair the ability of the City’s existing electrical utility providers to serve existing residential, commercial, school, hospital, and public safety uses.
4. Uncontrolled proliferation of Data Centers may contribute to increased utility costs borne by residents and existing businesses through infrastructure expansion, peak demand impacts, and utility cost shifting by City’s existing electrical utility providers other than Moreno Valley Utility.
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Water Supply and Drought Resiliency Concerns.
1. Many modern Data Centers rely upon substantial quantities of potable and recycled water for cooling and climate-control systems, depending on the type of cooling system selected, which is not currently regulated or controlled by the City.
2. The City is located within a region subject to recurring drought conditions, groundwater management obligations, imported water supply constraints, climate change impacts, and increasing long-term uncertainty regarding water availability.
3. The approval of Data Center facilities before completion of water supply and infrastructure analyses may threaten the City’s ability to preserve adequate water supplies for residential neighborhoods, schools, parks, hospitals, fire suppression, and other essential community needs.
4. The existing development standards do not presently include sufficient operational limitations, water efficiency standards, recycled water requirements, drought contingency provisions, or cumulative water demand thresholds specifically applicable to Data Centers. Public Health and Environmental Impacts.
1. Data Centers commonly utilize large-scale mechanical cooling equipment, industrial ventilation systems, emergency backup generators, transformers, and fuel storage facilities that may create significant noise, vibration, air quality, heat island, and hazardous materials impacts affecting nearby residential and sensitive land uses.
2. Backup diesel generators associated with Data Centers may create localized emissions impacts during testing, maintenance, or emergency operation and may adversely affect nearby residential neighborhoods, schools, childcare centers, senior housing facilities, and medically vulnerable populations.
3. The City’s current zoning regulations do not contain adequate buffering, setback, noise attenuation, generator operation, emissions mitigation, or environmental performance standards specifically tailored to Data Center operations.
4. Data Centers frequently generate comparatively low employment densities relative to the intensity of land consumption, infrastructure demand, and utility usage associated with such facilities, thereby raising substantial land use compatibility and public welfare concerns regarding the long-term allocation of scarce industrial land and utility resources. Fire, Emergency Response, and Public Safety Concerns. 2093
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1. Data Centers and associated energy infrastructure may involve substantial quantities of fuel storage systems, electrical equipment, cooling systems, and other facilities that pose unique fire suppression, hazardous materials, and emergency response challenges.
2. The City has identified the need to evaluate whether existing Fire Department staffing levels, training protocols, hazardous materials response capabilities, water pressure availability, and fire suppression infrastructure are adequate to safely serve large-scale Data Center facilities.
3. The approval of Data Center facilities before completion of such evaluations may create immediate and unacceptable risks to emergency response operations, firefighter safety, and neighboring properties.
SECTION 6. NEED FOR IMMEDIATE INTERIM MORATORIUM
That in light of the Urgency Findings set forth above, the City Council finds that there is a current and immediate threat to public health, safety, and welfare arising from the potential establishment of Data Centers under the City’s existing zoning and development regulations, which were not designed to address the unique and intensive operational characteristics of such uses since:
1. The approval of additional land use entitlements, building permits, grading permits, use permits, variances, subdivisions, or any other applicable approvals for Data Center development during the period in which the City studies appropriate regulatory controls would result in and exacerbate the threats identified herein.
2. Without the immediate adoption of this Interim Urgency Ordinance (Moratorium), developers may be able to obtain vested rights or approvals under existing regulations before the City has an opportunity to complete the studies and adopt reasonable regulations necessary to protect the public health, safety, and welfare.
3. This Interim Urgency Ordinance (Moratorium) is necessary to preserve the status quo while the City evaluates and considers appropriate amendments to the 2024 MoVal 2040 General Plan, Zoning regulations, Zoning Atlas, development standards, utility allocation policies, environmental review procedures, and public safety regulations applicable to Data Centers.
SECTION 7. INTERIM URGENCY ORDINANCE (MORATORIUM)
That in light of the Urgency Findings and the Need For Immediate Interim Moratorium, as set forth above, and based upon all evidence contained in the Administrative Record, the City Council hereby adopts this Interim Urgency Ordinance (Moratorium) to prohibit the issuance or approval any General Plan Amendment, Specific Plan, Specific Plan Amendment, Zone Text Amendment, Zoning Atlas Amendment, 2094
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Municipal Code Amendment, building permit, occupancy permit, conditional use permit, subdivision map, plot plan, variance, or other land use entitlement, agreement or permit or regulatory license or permit required to comply with the provisions of the Moreno Valley Municipal Code for the construction, operation or development of a “Data Center” by any private or public entity on any property within the City during the time that this Interim Urgency Ordinance (Moratorium) is in effect, and continuing for the time set forth in any action taken to extend this Interim Urgency Ordinance (Moratorium).
SECTION 8. DEFINITION OF DATA CENTER
That for purposes of this Interim Urgency Ordinance (Moratorium), “Data Center” shall mean a structure or site used primarily for the storage, management, processing, and transmission of digital data and that houses computer or network equipment, systems, servers, appliances, and other associated components related to digital data storage, processing, and related operations, such as, but not limited to, air handlers, power generators, water cooling and storage facilities, utility substations, back-up batteries, fire suppression systems, enhanced security features, and other associated utility infrastructure that exceeds 100 Megawatts of power monthly.
SECTION 9. EXCEPTIONS
That this Interim Urgency Ordinance (Moratorium) shall not apply to any of the following:
1. Data Centers developed, constructed, and operated by the City of Moreno Valley or other public agencies.
2. Associated Data Rooms or Server Rooms which consist of enclosed rooms, suites, or other accessory spaces containing computer servers, data storage equipment, network switching equipment, telecommunications equipment, and related supporting equipment, including cooling, electrical, backup power, and security systems, used solely in conjunction with and incidental to the primary land use on the same lot or site, and which shall not be used for third-party digital data processing, storage, or transmission.
SECTION 10. CALIFORNIA ENVIRONMENTAL QUALITY ACT
That the City Council finds that this Interim Urgency Ordinance (Moratorium) is not subject to the California Environmental Quality Act (CEQA) pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly; it prevents changes in the environment pending the completion of zoning code revisions and related impact studies.
SECTION 11. EFFECTIVE DATE
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That this Interim Urgency Ordinance (Moratorium) was adopted by the necessary four-fifths vote of the members of the City Council pursuant to California Government Code Section 65858 and shall take effect immediately upon its adoption.
SECTION 12. TERM
That this Ordinance is an Interim Urgency Ordinance (Mortarium), enacted pursuant to Government Code section 65858, and the term of this Interim Urgency Ordinance (Moratorium) shall not exceed 45 days from the date of adoption, after which it shall expire and be of no further force or effect, unless and until extended in accordance with Government Code section 65858.
SECTION 13. WRITTEN REPORT
That at least 10 days before this Interim Urgency Ordinance (Moratorium) or any extension expires, the City Manager or designee shall issue a written report describing the measures taken to alleviate the condition which led to the adoption of this Interim Urgency Ordinance (Moratorium).
SECTION 14. SEVERABILITY
That the City Council declares that, should any provision, section, paragraph, sentence, or word of this Interim Urgency Ordinance (Moratorium) be rendered or declared invalid by any final court action in a court of competent jurisdiction or by reason of any preemptive legislation, the remaining provisions, sections, paragraphs, sentences, or words of this ordinance as hereby adopted shall remain in full force and effect.
SECTION 15. REPEAL OF CONFLICTING PROVISIONS
That all the provisions of the Municipal Code as heretofore adopted by the City of Moreno Valley that are in conflict with the provisions of this Interim Urgency Ordinance (Moratorium) are hereby repealed.
SECTION 16. CERTIFICATION
That the City Clerk shall certify to the passage and adoption of this Interim Urgency Ordinance (Moratorium), enter the same in the book for original ordinances of the City, and make a minute of passage and adoption thereof in the records of the proceedings of the City Council, in the minutes of the meeting at which this Interim Urgency Ordinance (Moratorium) is passed and adopted.
SECTION 17. PUBLISHING
That the City Clerk shall certify to the passage of this Interim Urgency Ordinance (Moratorium) and cause the same or a summary thereof to be published within fifteen (15) days after adoption in a newspaper of general circulation, printed and published in Moreno Valley, California.
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APPROVED AND ADOPTED this 20th day of October 2026.
___________________________________
Ulises Cabrera
Mayor
City of Moreno Valley
ATTEST:
________________________________
M. Patricia Rodriguez, MMC, City Clerk
APPROVED AS TO FORM:
________________________________
Steven B. Quintanilla, City Attorney
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ORDINANCE 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 Interim Urgency Ordinance 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 20th day of October, 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
(Council Members, Mayor Pro Tem and Mayor)
___________________________________________
M. PATRICIA RODRIGUEZ, MMC, CITY CLERK
(SEAL)
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TO:
Supervisor Hilda L. Solis, Chair
Supervisor Holly J. Mitchell, Chair Pro Tem
Supervisor Lindsey P. Horvath
Supervisor Janice Hahn
Supervisor Kathryn Barger
FROM: Amy J. Bodek, AICP
Director of Regional Planning
Barbara Ferrer, Ph.D., MPH, M.Ed.
Director of Public Health
ADDRESSING THE HEALTH AND ENVIRONMENTAL IMPACTS OF DATA CENTERS (ITEM NO. 10, APRIL 14, 2026)
On April 14, 2026, the Board of Supervisors (Board) instructed the Departments of Public Health (Public Health) and Regional Planning (DRP), in consultation with the Departments of Public Works, County Counsel, Internal Services Division, Fire, and the Chief Sustainability Office to report back on the following in 120 days:
1. Findings regarding the health, environmental, and safety impacts of data centers on neighboring communities, the impact on electrical and water resources, and a review of how other jurisdictions around the County are regulating data centers within urban areas.
2. A community education and outreach campaign, that is culturally competent and inclusive of multiple languages, to inform residents of potential impacts of advancing technologies and include the County’s current ability to provide oversight of these facilities. This campaign should include subject matter experts attending community meetings, and information sessions.
3. Incorporating community and key stakeholder feedback, including from labor partners, community-based organizations, and subject matter experts, to deliver recommendations on how the County should address the health and land use impacts of data center developments in unincorporated Los Angeles County, including, but not limited to, code 2099
Each Supervisor
August 17, 2026