*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 523
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: HIGHWAY2 ***
INCLUDING SOURCE(S): L0019512 , L0019513
, L0019514 , L0019515 , L0019516 ,
L0019517 , L0019518 , L0019519 , L0019520 , L0019521 , L0019522 , L0019523 , L0019524 ,
L0019525 , L0019526 , L0019527 , L0019528 , L0019529 , L0019530 , L0019531 , L0019532 ,
L0019533 , L0019534 , L0019535 , L0019536 , L0019537 , L0019538 , L0019539 , . . . ,
*** 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 0.13125 (12071006) 489935.90 3757348.36 0.12772 (12071206)
490435.90 3757348.36 0.13619 (12071206) 490935.90 3757348.36 0.13124 (12071206)
491435.90 3757348.36 0.12721 (12071206) 491935.90 3757348.36 0.13724 (12071206)
492435.90 3757348.36 0.13023 (12071206) 492935.90 3757348.36 0.12913 (12071206)
493435.90 3757348.36 0.13269 (12092821) 471435.90 3757848.36 0.52628 (16021806)
471935.90 3757848.36 0.66027 (13050522) 472435.90 3757848.36 2.77319 (12071821)
472935.90 3757848.36 2.36699 (15100102) 473435.90 3757848.36 1.51558 (13082622)
473935.90 3757848.36 1.03667 (14072905) 474435.90 3757848.36 0.76197 (15010819)
474935.90 3757848.36 0.59711 (16081724) 475435.90 3757848.36 0.69778 (12090705)
475935.90 3757848.36 0.70231 (12072906) 476435.90 3757848.36 0.61955 (15081402)
476935.90 3757848.36 0.56401 (15090801) 477435.90 3757848.36 0.50543 (12090503)
477935.90 3757848.36 0.46119 (12090503) 478435.90 3757848.36 0.41371 (14082906)
478935.90 3757848.36 0.36731 (13090423) 479435.90 3757848.36 0.30757 (13090423)
479935.90 3757848.36 0.26343 (13071803) 480435.90 3757848.36 0.22480 (13071803)
480935.90 3757848.36 0.21204 (12070706) 481435.90 3757848.36 0.19700 (12070706)
481935.90 3757848.36 0.20548 (12113008) 482435.90 3757848.36 0.20499 (12113008)
482935.90 3757848.36 0.24531 (15073006) 483435.90 3757848.36 0.22814 (15073006)
483935.90 3757848.36 0.22144 (12052006) 484435.90 3757848.36 0.21953 (12052006)
484935.90 3757848.36 0.21080 (12052006) 485435.90 3757848.36 0.19913 (12052006)
485935.90 3757848.36 0.18562 (12071006) 486435.90 3757848.36 0.18167 (12052006)
486935.90 3757848.36 0.15844 (12071006) 487435.90 3757848.36 0.15031 (12071006)
487935.90 3757848.36 0.15517 (12071006) 488435.90 3757848.36 0.14304 (12071006)
488935.90 3757848.36 0.14904 (12071006) 489435.90 3757848.36 0.15755 (12071206)
489935.90 3757848.36 0.12724 (12071006) 490435.90 3757848.36 0.15184 (12071206)
490935.90 3757848.36 0.14696 (12071206) 491435.90 3757848.36 0.12731 (12071206)
491935.90 3757848.36 0.14551 (12071206) 492435.90 3757848.36 0.13289 (12071206)
492935.90 3757848.36 0.13752 (12092821) 493435.90 3757848.36 0.14235 (12092821)
471435.90 3758348.36 0.51667 (14040102) 471935.90 3758348.36 2.57707 (12092924)
472435.90 3758348.36 2.56060 (13071801) 472935.90 3758348.36 1.98583 (16082901)
473435.90 3758348.36 1.36194 (13082622) 473935.90 3758348.36 0.97031 (14072905)
474435.90 3758348.36 0.74024 (16093023) 474935.90 3758348.36 0.76244 (14111407)
475435.90 3758348.36 0.72848 (13072806) 475935.90 3758348.36 0.68321 (13082622)
476435.90 3758348.36 0.60705 (15081402) 476935.90 3758348.36 0.54541 (12070406)
477435.90 3758348.36 0.48553 (12070406) 477935.90 3758348.36 0.44078 (13120708)
478435.90 3758348.36 0.39307 (14082906) 478935.90 3758348.36 0.34202 (13090423)
479435.90 3758348.36 0.26133 (13090423) 479935.90 3758348.36 0.20981 (16081423)
480435.90 3758348.36 0.19483 (15103118) 480935.90 3758348.36 0.19571 (12070706)
481435.90 3758348.36 0.21239 (15083006) 481935.90 3758348.36 0.21851 (12082006)
482435.90 3758348.36 0.21615 (12082006) 482935.90 3758348.36 0.20771 (12082006)
483435.90 3758348.36 0.20115 (15073006) 483935.90 3758348.36 0.20194 (15073006)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 524
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: HIGHWAY2 ***
INCLUDING SOURCE(S): L0019512 , L0019513
, L0019514 , L0019515 , L0019516 ,
L0019517 , L0019518 , L0019519 , L0019520 , L0019521 , L0019522 , L0019523 , L0019524 ,
L0019525 , L0019526 , L0019527 , L0019528 , L0019529 , L0019530 , L0019531 , L0019532 ,
L0019533 , L0019534 , L0019535 , L0019536 , L0019537 , L0019538 , L0019539 , . . . ,
*** 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 3758348.36 0.21270 (12052006) 484935.90 3758348.36 0.20469 (12052006)
485435.90 3758348.36 0.18705 (12052006) 485935.90 3758348.36 0.16344 (12071006)
486435.90 3758348.36 0.16301 (12071006) 486935.90 3758348.36 0.15002 (12071006)
487435.90 3758348.36 0.16004 (12071006) 487935.90 3758348.36 0.16263 (12052006)
488435.90 3758348.36 0.15413 (12071206) 488935.90 3758348.36 0.13991 (12071006)
489435.90 3758348.36 0.16134 (12071206) 489935.90 3758348.36 0.14400 (12071206)
490435.90 3758348.36 0.15285 (12071206) 490935.90 3758348.36 0.14900 (12071206)
491435.90 3758348.36 0.14294 (12071206) 491935.90 3758348.36 0.14880 (13062802)
492435.90 3758348.36 0.13455 (12071206) 492935.90 3758348.36 0.14479 (13081206)
493435.90 3758348.36 0.14399 (13081206) 471435.90 3758848.36 0.46376 (14021809)
471935.90 3758848.36 3.03490 (13082802) 472435.90 3758848.36 1.99007 (14120123)
472935.90 3758848.36 1.68332 (12051603) 473435.90 3758848.36 1.22287 (15041102)
473935.90 3758848.36 0.90801 (14060604) 474435.90 3758848.36 0.70884 (16081802)
474935.90 3758848.36 0.78125 (14111407) 475435.90 3758848.36 0.72141 (13072806)
475935.90 3758848.36 0.66957 (12081123) 476435.90 3758848.36 0.59410 (15073006)
476935.90 3758848.36 0.53662 (15090801) 477435.90 3758848.36 0.47686 (12070406)
477935.90 3758848.36 0.41980 (13120708) 478435.90 3758848.36 0.37414 (13090423)
478935.90 3758848.36 0.32494 (13090423) 479435.90 3758848.36 0.24962 (13090423)
479935.90 3758848.36 0.20836 (13102618) 480435.90 3758848.36 0.19642 (13102618)
480935.90 3758848.36 0.20402 (14090906) 481435.90 3758848.36 0.21983 (15083006)
481935.90 3758848.36 0.21718 (15083006) 482435.90 3758848.36 0.19373 (12082006)
482935.90 3758848.36 0.18495 (12113008) 483435.90 3758848.36 0.18252 (12113008)
483935.90 3758848.36 0.20419 (15073006) 484435.90 3758848.36 0.20185 (15073006)
484935.90 3758848.36 0.17846 (12052006) 485435.90 3758848.36 0.19435 (12052006)
485935.90 3758848.36 0.18981 (12052006) 486435.90 3758848.36 0.17333 (12052006)
486935.90 3758848.36 0.17344 (12071006) 487435.90 3758848.36 0.16660 (12071006)
487935.90 3758848.36 0.17782 (12052006) 488435.90 3758848.36 0.15416 (12052006)
488935.90 3758848.36 0.15758 (12071206) 489435.90 3758848.36 0.16547 (12071206)
489935.90 3758848.36 0.15026 (12071206) 490435.90 3758848.36 0.15866 (12071206)
490935.90 3758848.36 0.15279 (12071206) 491435.90 3758848.36 0.14958 (12071206)
491935.90 3758848.36 0.15179 (13062802) 492435.90 3758848.36 0.14983 (16081305)
492935.90 3758848.36 0.14703 (16081305) 493435.90 3758848.36 0.14050 (13062802)
471435.90 3759348.36 0.46211 (14021809) 471935.90 3759348.36 3.05171 (13090524)
472435.90 3759348.36 1.67040 (16102320) 472935.90 3759348.36 1.43687 (12051603)
473435.90 3759348.36 1.11412 (15041102) 473935.90 3759348.36 0.86038 (12083104)
474435.90 3759348.36 0.69144 (14091423) 474935.90 3759348.36 0.77582 (13090423)
475435.90 3759348.36 0.72201 (12100802) 475935.90 3759348.36 0.64067 (12081702)
476435.90 3759348.36 0.56058 (13082622) 476935.90 3759348.36 0.52079 (15073006)
477435.90 3759348.36 0.43886 (12070406) 477935.90 3759348.36 0.40311 (13120708)
478435.90 3759348.36 0.37656 (13090423) 478935.90 3759348.36 0.31580 (12062802)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 525
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: HIGHWAY2 ***
INCLUDING SOURCE(S): L0019512 , L0019513
, L0019514 , L0019515 , L0019516 ,
L0019517 , L0019518 , L0019519 , L0019520 , L0019521 , L0019522 , L0019523 , L0019524 ,
L0019525 , L0019526 , L0019527 , L0019528 , L0019529 , L0019530 , L0019531 , L0019532 ,
L0019533 , L0019534 , L0019535 , L0019536 , L0019537 , L0019538 , L0019539 , . . . ,
*** 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 3759348.36 0.21772 (13090423) 479935.90 3759348.36 0.20412 (12112218)
480435.90 3759348.36 0.20374 (13071803) 480935.90 3759348.36 0.20166 (13071803)
481435.90 3759348.36 0.19915 (15083006) 481935.90 3759348.36 0.19242 (15083006)
482435.90 3759348.36 0.16840 (12070706) 482935.90 3759348.36 0.17057 (12082006)
483435.90 3759348.36 0.17785 (12113008) 483935.90 3759348.36 0.20249 (15073006)
484435.90 3759348.36 0.18245 (15073006) 484935.90 3759348.36 0.20103 (12052006)
485435.90 3759348.36 0.20201 (12052006) 485935.90 3759348.36 0.19208 (12052006)
486435.90 3759348.36 0.19548 (12051306) 486935.90 3759348.36 0.18100 (12052006)
487435.90 3759348.36 0.18157 (12052006) 487935.90 3759348.36 0.17674 (12052006)
488435.90 3759348.36 0.17862 (12112218) 488935.90 3759348.36 0.16490 (12071206)
489435.90 3759348.36 0.17190 (12051306) 489935.90 3759348.36 0.17137 (12112218)
490435.90 3759348.36 0.16651 (13083102) 490935.90 3759348.36 0.16389 (12091523)
491435.90 3759348.36 0.16079 (12091523) 491935.90 3759348.36 0.15446 (12091523)
492435.90 3759348.36 0.14746 (14082105) 492935.90 3759348.36 0.14110 (13062802)
493435.90 3759348.36 0.13445 (12071206)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 526
*** 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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
489636.52 3750663.39 2.57353 (13080706) 482657.46 3753974.82 2.96692 (12061606)
472352.89 3754968.78 0.94631 (12081306) 483227.20 3749036.00 1.54940 (12083105)
481642.72 3748753.82 1.37133 (13090304) 474896.58 3754162.61 1.30203 (12061606)
475082.10 3755042.68 1.20358 (12081306) 478656.81 3744519.89 0.85984 (12011417)
473044.93 3759920.55 1.34670 (13071806) 486793.83 3756877.95 2.73957 (12082005)
478997.82 3753535.19 1.76727 (12052706) 479595.62 3760440.94 1.37589 (12062906)
477070.48 3753219.13 1.44432 (12052706) 477873.03 3753614.99 1.59475 (12061606)
479218.38 3747688.87 1.05742 (12083101) 480389.93 3748688.78 1.21479 (12083101)
482344.96 3752065.80 2.04329 (13101207) 478978.31 3755233.11 1.90163 (15071106)
477064.27 3754823.85 1.43574 (12081306) 477758.55 3755025.66 1.50053 (12100224)
480293.71 3752410.71 1.88237 (13100807) 476249.73 3754927.94 1.33160 (12081306)
479491.59 3752406.57 1.76419 (13100807) 480287.90 3754227.41 2.09104 (12061606)
480298.98 3751198.03 1.47643 (12101107) 479494.93 3750805.60 1.33920 (12071004)
481494.96 3754633.65 2.57055 (15071106) 476264.71 3753221.64 1.35338 (12052706)
481108.47 3750699.02 1.49923 (12082906) 481148.71 3756136.18 2.54490 (12072806)
479598.69 3756506.29 2.10708 (12033007) 478306.84 3755946.48 1.61882 (15071106)
479197.34 3754462.35 1.77678 (12081306) 476658.82 3756569.83 1.36987 (12052206)
476651.18 3755956.59 1.49830 (15071106) 477864.44 3757073.35 1.57664 (12033007)
478659.33 3757112.29 1.74210 (12072806) 476679.93 3757384.52 1.41124 (12052206)
476636.62 3758603.00 1.45388 (13071806) 478091.78 3758557.93 1.82226 (13090305)
473888.26 3754354.36 1.18903 (12061606) 478375.07 3749087.37 1.11688 (13012608)
477875.23 3750600.51 1.20299 (12101107) 477877.43 3752208.54 1.51582 (13100807)
494398.72 3753981.27 2.02290 (12072104) 473660.40 3756523.22 1.16704 (15071106)
474381.47 3750045.72 0.98956 (12101107) 478676.77 3752206.67 1.59857 (13100807)
485422.76 3747677.43 1.62916 (13052606) 471435.90 3745848.36 0.67811 (13012608)
471935.90 3745848.36 0.70569 (13012608) 472435.90 3745848.36 0.72136 (13012608)
472935.90 3745848.36 0.72437 (13012608) 473435.90 3745848.36 0.73280 (13090805)
473935.90 3745848.36 0.74901 (16083103) 474435.90 3745848.36 0.75928 (16083103)
474935.90 3745848.36 0.77698 (12090702) 475435.90 3745848.36 0.79524 (15082406)
475935.90 3745848.36 0.79912 (15082406) 476435.90 3745848.36 0.82158 (12083101)
476935.90 3745848.36 0.84206 (12083101) 477435.90 3745848.36 0.85354 (16060402)
477935.90 3745848.36 0.87538 (13111120) 478435.90 3745848.36 0.89799 (16082303)
478935.90 3745848.36 0.92050 (13090304) 479435.90 3745848.36 0.93903 (12081905)
479935.90 3745848.36 0.98544 (12011417) 480435.90 3745848.36 0.99676 (12011417)
480935.90 3745848.36 1.00646 (13051506) 481435.90 3745848.36 1.01446 (16082304)
481935.90 3745848.36 1.03122 (14082104) 482435.90 3745848.36 1.13063 (13032107)
482935.90 3745848.36 1.15249 (13032107) 483435.90 3745848.36 1.12163 (12113003)
483935.90 3745848.36 1.13960 (12091104) 484435.90 3745848.36 1.27770 (13052606)
484935.90 3745848.36 1.31420 (13052606) 485435.90 3745848.36 1.23564 (12080703)
485935.90 3745848.36 1.15792 (13012418) 486435.90 3745848.36 1.38337 (16081806)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 527
*** 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 3745848.36 1.28989 (12080606) 487435.90 3745848.36 1.26304 (12080901)
487935.90 3745848.36 1.25079 (16071101) 488435.90 3745848.36 1.24236 (14012622)
488935.90 3745848.36 1.26192 (13091605) 489435.90 3745848.36 1.24806 (13090202)
489935.90 3745848.36 1.27696 (13080406) 490435.90 3745848.36 1.29187 (12032807)
490935.90 3745848.36 1.24919 (12032807) 491435.90 3745848.36 1.28109 (12070506)
491935.90 3745848.36 1.25555 (12070506) 492435.90 3745848.36 1.32858 (12070806)
492935.90 3745848.36 1.37105 (12070806) 493435.90 3745848.36 1.35470 (12070806)
471435.90 3746348.36 0.67677 (12052103) 471935.90 3746348.36 0.69480 (13082105)
472435.90 3746348.36 0.72262 (13012608) 472935.90 3746348.36 0.75247 (13012608)
473435.90 3746348.36 0.76901 (13012608) 473935.90 3746348.36 0.77102 (13012608)
474435.90 3746348.36 0.78317 (13090805) 474935.90 3746348.36 0.79931 (16083103)
475435.90 3746348.36 0.80867 (12090702) 475935.90 3746348.36 0.83092 (12090702)
476435.90 3746348.36 0.84512 (15082406) 476935.90 3746348.36 0.85734 (12083101)
477435.90 3746348.36 0.88868 (12083101) 477935.90 3746348.36 0.89594 (12101322)
478435.90 3746348.36 0.92392 (13111218) 478935.90 3746348.36 0.94582 (16082303)
479435.90 3746348.36 0.97281 (13090304) 479935.90 3746348.36 0.99126 (12081905)
480435.90 3746348.36 1.04303 (12011417) 480935.90 3746348.36 1.05225 (12011417)
481435.90 3746348.36 1.06357 (13051506) 481935.90 3746348.36 1.08786 (14082104)
482435.90 3746348.36 1.13351 (13032107) 482935.90 3746348.36 1.21051 (13032107)
483435.90 3746348.36 1.19782 (13032107) 483935.90 3746348.36 1.19690 (13062104)
484435.90 3746348.36 1.29928 (13052606) 484935.90 3746348.36 1.38946 (13052606)
485435.90 3746348.36 1.32977 (13052606) 485935.90 3746348.36 1.37792 (13012418)
486435.90 3746348.36 0.91156 (16081806) 486935.90 3746348.36 1.34250 (16081806)
487435.90 3746348.36 1.34159 (12080901) 487935.90 3746348.36 1.32283 (16071101)
488435.90 3746348.36 1.30686 (14012622) 488935.90 3746348.36 1.33708 (13091605)
489435.90 3746348.36 1.32797 (13080203) 489935.90 3746348.36 1.35486 (13080406)
490435.90 3746348.36 1.35001 (12032807) 490935.90 3746348.36 1.33137 (12070506)
491435.90 3746348.36 1.33508 (12070506) 491935.90 3746348.36 1.36898 (12070806)
492435.90 3746348.36 1.43287 (12070806) 492935.90 3746348.36 1.43224 (12070806)
493435.90 3746348.36 1.37751 (12070806) 471435.90 3746848.36 0.69332 (12110207)
471935.90 3746848.36 0.70633 (12110207) 472435.90 3746848.36 0.72284 (12052103)
472935.90 3746848.36 0.74261 (13082105) 473435.90 3746848.36 0.77356 (13012608)
473935.90 3746848.36 0.80468 (13012608) 474435.90 3746848.36 0.82142 (13012608)
474935.90 3746848.36 0.82033 (13012608) 475435.90 3746848.36 0.83461 (13090805)
475935.90 3746848.36 0.85213 (16083103) 476435.90 3746848.36 0.87321 (12090702)
476935.90 3746848.36 0.88943 (15082406) 477435.90 3746848.36 0.89654 (14103106)
477935.90 3746848.36 0.93724 (12083101) 478435.90 3746848.36 0.95314 (12083101)
478935.90 3746848.36 0.97739 (13111218) 479435.90 3746848.36 0.99794 (16082303)
479935.90 3746848.36 1.03037 (13090304) 480435.90 3746848.36 1.05043 (12081905)
480935.90 3746848.36 1.11171 (12011417) 481435.90 3746848.36 1.12043 (12011417)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 528
*** 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 3746848.36 1.13025 (15021921) 482435.90 3746848.36 1.15822 (14082104)
482935.90 3746848.36 1.23835 (13032107) 483435.90 3746848.36 1.28592 (13032107)
483935.90 3746848.36 1.25377 (12113003) 484435.90 3746848.36 1.31055 (13052606)
484935.90 3746848.36 1.45256 (13052606) 485435.90 3746848.36 1.44722 (13052606)
485935.90 3746848.36 1.37617 (12080703) 486435.90 3746848.36 1.42825 (16081806)
486935.90 3746848.36 1.23788 (16081806) 487435.90 3746848.36 1.43532 (12080901)
487935.90 3746848.36 1.40354 (16071101) 488435.90 3746848.36 1.37885 (12032822)
488935.90 3746848.36 1.42785 (13090202) 489435.90 3746848.36 1.43278 (13080406)
489935.90 3746848.36 1.42721 (12032807) 490435.90 3746848.36 1.39603 (12032807)
490935.90 3746848.36 1.41408 (12070506) 491435.90 3746848.36 1.40576 (12070806)
491935.90 3746848.36 1.49997 (12070806) 492435.90 3746848.36 1.50957 (12070806)
492935.90 3746848.36 1.47809 (12070806) 493435.90 3746848.36 1.42413 (13080706)
471435.90 3747348.36 0.70233 (13082406) 471935.90 3747348.36 0.72481 (13082406)
472435.90 3747348.36 0.73943 (12110207) 472935.90 3747348.36 0.75775 (12110207)
473435.90 3747348.36 0.77557 (12082906) 473935.90 3747348.36 0.79542 (13082105)
474435.90 3747348.36 0.82762 (13012608) 474935.90 3747348.36 0.85940 (13012608)
475435.90 3747348.36 0.87393 (13012608) 475935.90 3747348.36 0.87633 (13090805)
476435.90 3747348.36 0.89725 (16083103) 476935.90 3747348.36 0.91278 (12090702)
477435.90 3747348.36 0.94299 (12090702) 477935.90 3747348.36 0.95330 (15082406)
478435.90 3747348.36 0.98764 (12083101) 478935.90 3747348.36 1.01569 (12083101)
479435.90 3747348.36 1.03538 (13111218) 479935.90 3747348.36 1.05553 (16082303)
480435.90 3747348.36 1.09628 (13090304) 480935.90 3747348.36 1.13703 (12011417)
481435.90 3747348.36 1.19699 (12011417) 481935.90 3747348.36 1.19895 (12011417)
482435.90 3747348.36 1.20916 (15021921) 482935.90 3747348.36 1.23918 (13032107)
483435.90 3747348.36 1.34317 (13032107) 483935.90 3747348.36 1.35528 (13032107)
484435.90 3747348.36 1.35066 (13062104) 484935.90 3747348.36 1.50062 (13052606)
485435.90 3747348.36 1.55995 (13052606) 485935.90 3747348.36 1.46962 (12080703)
486435.90 3747348.36 1.50685 (16081806) 486935.90 3747348.36 1.55251 (12080606)
487435.90 3747348.36 1.51535 (12080901) 487935.90 3747348.36 1.49631 (16071101)
488435.90 3747348.36 1.47258 (13091605) 488935.90 3747348.36 1.49824 (13090202)
489435.90 3747348.36 1.61562 (13080203) 489935.90 3747348.36 1.54727 (12032807)
490435.90 3747348.36 1.52933 (12070506) 490935.90 3747348.36 1.47338 (12070506)
491435.90 3747348.36 1.57323 (12070806) 491935.90 3747348.36 1.59219 (12070806)
492435.90 3747348.36 1.57467 (12070806) 492935.90 3747348.36 1.50299 (13080706)
493435.90 3747348.36 1.51631 (13080706) 471435.90 3747848.36 0.72789 (14072006)
471935.90 3747848.36 0.74351 (14072006) 472435.90 3747848.36 0.75118 (12071004)
472935.90 3747848.36 0.77616 (13082406) 473435.90 3747848.36 0.79641 (13082406)
473935.90 3747848.36 0.81287 (12110207) 474435.90 3747848.36 0.83345 (12082906)
474935.90 3747848.36 0.85163 (13082105) 475435.90 3747848.36 0.88720 (13012608)
475935.90 3747848.36 0.92063 (13012608) 476435.90 3747848.36 0.93647 (13012608)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 529
*** 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 3747848.36 0.94511 (13090805) 477435.90 3747848.36 0.96789 (16083103)
477935.90 3747848.36 0.99584 (12090702) 478435.90 3747848.36 1.01850 (12090702)
478935.90 3747848.36 1.04009 (12083101) 479435.90 3747848.36 1.08159 (12083101)
479935.90 3747848.36 1.09831 (13111218) 480435.90 3747848.36 1.12827 (13111218)
480935.90 3747848.36 1.18006 (13090304) 481435.90 3747848.36 1.18594 (12083105)
481935.90 3747848.36 1.22267 (12083105) 482435.90 3747848.36 1.32316 (13080903)
482935.90 3747848.36 1.29970 (16082304) 483435.90 3747848.36 1.37468 (13032107)
483935.90 3747848.36 1.45412 (13032107) 484435.90 3747848.36 1.42447 (13062104)
484935.90 3747848.36 1.53176 (13052606) 485435.90 3747848.36 1.66381 (13052606)
485935.90 3747848.36 1.59829 (13052606) 486435.90 3747848.36 1.59327 (16081806)
486935.90 3747848.36 1.64832 (12080606) 487435.90 3747848.36 1.64503 (12080901)
487935.90 3747848.36 1.60865 (16071101) 488435.90 3747848.36 1.59026 (13091605)
488935.90 3747848.36 1.58466 (13090202) 489435.90 3747848.36 1.60068 (13080406)
489935.90 3747848.36 1.58116 (12032807) 490435.90 3747848.36 1.58069 (12070506)
490935.90 3747848.36 1.65202 (12070806) 491435.90 3747848.36 1.68687 (12070806)
491935.90 3747848.36 1.67073 (12070806) 492435.90 3747848.36 1.63306 (12070806)
492935.90 3747848.36 1.61635 (13080706) 493435.90 3747848.36 1.56816 (13080706)
471435.90 3748348.36 0.72999 (16081905) 471935.90 3748348.36 0.74330 (16081905)
472435.90 3748348.36 0.77274 (14072006) 472935.90 3748348.36 0.79673 (14072006)
473435.90 3748348.36 0.81117 (14072006) 473935.90 3748348.36 0.82974 (13082406)
474435.90 3748348.36 0.85629 (13082406) 474935.90 3748348.36 0.87207 (13082406)
475435.90 3748348.36 0.89884 (12082906) 475935.90 3748348.36 0.92074 (12082906)
476435.90 3748348.36 0.95649 (13012608) 476935.90 3748348.36 0.99182 (13012608)
477435.90 3748348.36 1.00943 (13012608) 477935.90 3748348.36 1.02291 (13090805)
478435.90 3748348.36 1.04752 (16083103) 478935.90 3748348.36 1.08666 (12090702)
479435.90 3748348.36 1.10019 (12090702) 479935.90 3748348.36 1.15277 (12083101)
480435.90 3748348.36 1.17580 (12083101) 480935.90 3748348.36 1.21586 (13111218)
481435.90 3748348.36 1.20607 (12070902) 481935.90 3748348.36 0.95888 (12083105)
482435.90 3748348.36 0.92843 (13080903) 482935.90 3748348.36 1.39103 (13080903)
483435.90 3748348.36 1.40844 (14082104) 483935.90 3748348.36 1.51787 (13032107)
484435.90 3748348.36 1.56547 (13032107) 484935.90 3748348.36 1.55569 (13062104)
485435.90 3748348.36 1.75758 (13052606) 485935.90 3748348.36 1.76421 (13052606)
486435.90 3748348.36 1.69214 (15081222) 486935.90 3748348.36 1.75832 (12080606)
487435.90 3748348.36 1.84028 (12080901) 487935.90 3748348.36 1.73162 (16071101)
488435.90 3748348.36 1.73467 (13091605) 488935.90 3748348.36 1.74423 (13080203)
489435.90 3748348.36 1.70994 (12032807) 489935.90 3748348.36 1.69632 (13083101)
490435.90 3748348.36 1.73134 (12070806) 490935.90 3748348.36 1.79978 (12070806)
491435.90 3748348.36 1.77373 (12070806) 491935.90 3748348.36 1.75802 (12070806)
492435.90 3748348.36 1.72227 (13080706) 492935.90 3748348.36 1.70189 (13080706)
493435.90 3748348.36 1.64877 (15091823) 471435.90 3748848.36 0.77961 (12101107)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 530
*** 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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
471935.90 3748848.36 0.77679 (12101107) 472435.90 3748848.36 0.78987 (12081602)
472935.90 3748848.36 0.80495 (16081905) 473435.90 3748848.36 0.81998 (16081905)
473935.90 3748848.36 0.84857 (14072006) 474435.90 3748848.36 0.87124 (14072006)
474935.90 3748848.36 0.89524 (12071004) 475435.90 3748848.36 0.92325 (13082406)
475935.90 3748848.36 0.94711 (13082406) 476435.90 3748848.36 0.97413 (12082906)
476935.90 3748848.36 1.00275 (12082906) 477435.90 3748848.36 1.03726 (13012608)
477935.90 3748848.36 1.07475 (13012608) 478435.90 3748848.36 1.09293 (13012608)
478935.90 3748848.36 1.11507 (16083103) 479435.90 3748848.36 1.15534 (12090702)
479935.90 3748848.36 1.18679 (12090702) 480435.90 3748848.36 1.22945 (12083101)
480935.90 3748848.36 1.27231 (12083101) 481435.90 3748848.36 1.31852 (13111218)
481935.90 3748848.36 1.26043 (12070902) 482435.90 3748848.36 1.09334 (12083105)
482935.90 3748848.36 1.41481 (12083105) 483435.90 3748848.36 1.49103 (13082202)
483935.90 3748848.36 1.54780 (13032107) 484435.90 3748848.36 1.67423 (13032107)
484935.90 3748848.36 1.67111 (13032107) 485435.90 3748848.36 1.83861 (13052606)
485935.90 3748848.36 1.93897 (13052606) 486435.90 3748848.36 1.82403 (12080703)
486935.90 3748848.36 1.88584 (16081806) 487435.90 3748848.36 1.90748 (12080901)
487935.90 3748848.36 1.98325 (16071101) 488435.90 3748848.36 1.86867 (13090202)
488935.90 3748848.36 1.82459 (13080203) 489435.90 3748848.36 1.82282 (12032807)
489935.90 3748848.36 1.80974 (13083101) 490435.90 3748848.36 1.93502 (12070806)
490935.90 3748848.36 1.89637 (12070806) 491435.90 3748848.36 1.88021 (12070806)
491935.90 3748848.36 1.84310 (12070806) 492435.90 3748848.36 1.84721 (13080706)
492935.90 3748848.36 1.78789 (16040324) 493435.90 3748848.36 1.81154 (12081102)
471435.90 3749348.36 0.82719 (12101107) 471935.90 3749348.36 0.84686 (12101107)
472435.90 3749348.36 0.86068 (12101107) 472935.90 3749348.36 0.86833 (12101107)
473435.90 3749348.36 0.87002 (12101107) 473935.90 3749348.36 0.87423 (12081602)
474435.90 3749348.36 0.89041 (16081905) 474935.90 3749348.36 0.90867 (16081905)
475435.90 3749348.36 0.93578 (14072006) 475935.90 3749348.36 0.96891 (12071004)
476435.90 3749348.36 1.00094 (12071004) 476935.90 3749348.36 1.03477 (12083106)
477435.90 3749348.36 1.06202 (12082906) 477935.90 3749348.36 1.09819 (12082906)
478435.90 3749348.36 1.13234 (13012608) 478935.90 3749348.36 1.17230 (13012608)
479435.90 3749348.36 1.19145 (13012608) 479935.90 3749348.36 1.22435 (12090702)
480435.90 3749348.36 1.27703 (12090702) 480935.90 3749348.36 1.31650 (12083101)
481435.90 3749348.36 1.37957 (12083101) 481935.90 3749348.36 1.45895 (13111218)
482435.90 3749348.36 1.49374 (12070902) 482935.90 3749348.36 1.50681 (12083105)
483435.90 3749348.36 1.62117 (12083105) 483935.90 3749348.36 1.62268 (13082202)
484435.90 3749348.36 1.77449 (13032107) 484935.90 3749348.36 1.85096 (13032107)
485435.90 3749348.36 1.90201 (13052606) 485935.90 3749348.36 2.12048 (13052606)
486435.90 3749348.36 2.03838 (13052606) 486935.90 3749348.36 2.05747 (16081806)
487435.90 3749348.36 2.06631 (12080901) 487935.90 3749348.36 2.02725 (16071101)
488435.90 3749348.36 2.01197 (13090202) 488935.90 3749348.36 1.98048 (13071505)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 531
*** 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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
489435.90 3749348.36 1.98144 (13083101) 489935.90 3749348.36 2.09031 (12070806)
490435.90 3749348.36 2.05683 (12070806) 490935.90 3749348.36 2.00255 (12070806)
491435.90 3749348.36 2.02442 (12070806) 491935.90 3749348.36 2.00400 (13080706)
492435.90 3749348.36 1.95065 (16040324) 492935.90 3749348.36 1.98548 (12081102)
493435.90 3749348.36 1.99771 (12071001) 471435.90 3749848.36 0.84352 (13101207)
471935.90 3749848.36 0.87406 (13101207) 472435.90 3749848.36 0.90019 (13101207)
472935.90 3749848.36 0.92145 (13101207) 473435.90 3749848.36 0.93566 (13101207)
473935.90 3749848.36 0.95477 (12101107) 474435.90 3749848.36 0.96945 (12101107)
474935.90 3749848.36 0.97790 (12101107) 475435.90 3749848.36 0.97861 (12101107)
475935.90 3749848.36 0.99395 (16081905) 476435.90 3749848.36 1.01727 (16081905)
476935.90 3749848.36 1.05123 (12071004) 477435.90 3749848.36 1.09592 (12071004)
477935.90 3749848.36 1.13682 (12083106) 478435.90 3749848.36 1.17044 (12083106)
478935.90 3749848.36 1.21166 (12082906) 479435.90 3749848.36 1.24444 (13012608)
479935.90 3749848.36 1.28633 (12042006) 480435.90 3749848.36 1.31473 (12042006)
480935.90 3749848.36 1.37295 (12090702) 481435.90 3749848.36 1.43345 (12090702)
481935.90 3749848.36 1.49818 (12083101) 482435.90 3749848.36 1.54724 (13111218)
482935.90 3749848.36 1.64692 (13090304) 483435.90 3749848.36 1.69389 (12011417)
483935.90 3749848.36 1.76360 (12011417) 484435.90 3749848.36 1.82758 (13080903)
484935.90 3749848.36 1.92086 (13032107) 485435.90 3749848.36 2.10004 (13032107)
485935.90 3749848.36 2.35980 (13052606) 486435.90 3749848.36 2.30649 (13052606)
486935.90 3749848.36 2.26503 (16081806) 487435.90 3749848.36 2.27709 (12080901)
487935.90 3749848.36 2.21205 (16071101) 488435.90 3749848.36 2.19971 (13090202)
488935.90 3749848.36 2.16119 (13071505) 489435.90 3749848.36 2.25900 (12070806)
489935.90 3749848.36 2.27517 (12070806) 490435.90 3749848.36 2.15158 (12070806)
490935.90 3749848.36 2.19221 (12070806) 491435.90 3749848.36 2.17608 (13080706)
491935.90 3749848.36 2.16029 (13080706) 492435.90 3749848.36 2.18433 (13062023)
492935.90 3749848.36 2.21854 (12071001) 493435.90 3749848.36 2.32768 (13051106)
471435.90 3750348.36 0.78881 (14083105) 471935.90 3750348.36 0.82602 (13101207)
472435.90 3750348.36 0.87367 (13101207) 472935.90 3750348.36 0.91760 (13101207)
473435.90 3750348.36 0.95760 (13101207) 473935.90 3750348.36 0.99344 (13101207)
474435.90 3750348.36 1.02492 (13101207) 474935.90 3750348.36 1.05043 (13101207)
475435.90 3750348.36 1.07040 (13101207) 475935.90 3750348.36 1.08843 (12101107)
476435.90 3750348.36 1.10626 (12101107) 476935.90 3750348.36 1.11680 (12101107)
477435.90 3750348.36 1.12453 (12081602) 477935.90 3750348.36 1.15227 (16081905)
478435.90 3750348.36 1.20544 (12071004) 478935.90 3750348.36 1.25611 (12083106)
479435.90 3750348.36 1.30267 (12083106) 479935.90 3750348.36 1.34452 (12082906)
480435.90 3750348.36 1.38168 (12082906) 480935.90 3750348.36 1.43693 (12042006)
481435.90 3750348.36 1.47516 (12090702) 481935.90 3750348.36 1.54476 (12090702)
482435.90 3750348.36 1.62460 (12083101) 482935.90 3750348.36 1.68609 (12083101)
483435.90 3750348.36 1.76414 (13090304) 483935.90 3750348.36 1.87570 (12011417)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 532
*** 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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
484435.90 3750348.36 1.96802 (12011417) 484935.90 3750348.36 1.97006 (12122922)
485435.90 3750348.36 1.32229 (13112005) 485935.90 3750348.36 1.73092 (13052606)
486435.90 3750348.36 2.65917 (13052606) 486935.90 3750348.36 2.51838 (16081806)
487435.90 3750348.36 2.52445 (12080606) 487935.90 3750348.36 2.46620 (16071101)
488435.90 3750348.36 2.42010 (13090202) 488935.90 3750348.36 2.43789 (12070806)
489435.90 3750348.36 2.55520 (12070806) 489935.90 3750348.36 2.37550 (12070806)
490435.90 3750348.36 2.34950 (12070806) 490935.90 3750348.36 2.44501 (12070806)
491435.90 3750348.36 2.43021 (13080706) 491935.90 3750348.36 2.43432 (13062023)
492435.90 3750348.36 2.47624 (12071001) 492935.90 3750348.36 2.67621 (13051106)
493435.90 3750348.36 2.66665 (13051106) 471435.90 3750848.36 0.81198 (13100807)
471935.90 3750848.36 0.83184 (12100223) 472435.90 3750848.36 0.85475 (12100223)
472935.90 3750848.36 0.88088 (13082706) 473435.90 3750848.36 0.90843 (13082706)
473935.90 3750848.36 0.93885 (13101207) 474435.90 3750848.36 0.99579 (13101207)
474935.90 3750848.36 1.05032 (13101207) 475435.90 3750848.36 1.10070 (13101207)
475935.90 3750848.36 1.14575 (13101207) 476435.90 3750848.36 1.18540 (13101207)
476935.90 3750848.36 1.21900 (13101207) 477435.90 3750848.36 1.24669 (13101207)
477935.90 3750848.36 1.26795 (13101207) 478435.90 3750848.36 1.28797 (12101107)
478935.90 3750848.36 1.30426 (12101107) 479435.90 3750848.36 1.33097 (12071004)
479935.90 3750848.36 1.39784 (12083106) 480435.90 3750848.36 1.46094 (12083106)
480935.90 3750848.36 1.50851 (12082906) 481435.90 3750848.36 1.56066 (12042006)
481935.90 3750848.36 1.62326 (12042006) 482435.90 3750848.36 1.68706 (12090702)
482935.90 3750848.36 1.77960 (12083101) 483435.90 3750848.36 1.85912 (12083101)
483935.90 3750848.36 1.96285 (13090304) 484435.90 3750848.36 2.09699 (12011417)
484935.90 3750848.36 2.18788 (12083105) 485435.90 3750848.36 1.29862 (13101224)
485935.90 3750848.36 1.40974 (13112005) 486435.90 3750848.36 2.22171 (13052606)
486935.90 3750848.36 2.61552 (13052606) 487435.90 3750848.36 2.76088 (16081806)
487935.90 3750848.36 2.77695 (16071101) 488435.90 3750848.36 2.72716 (13071505)
488935.90 3750848.36 2.90716 (12070806) 489435.90 3750848.36 2.72799 (12070806)
489935.90 3750848.36 2.55161 (13080706) 490435.90 3750848.36 2.76449 (12070806)
490935.90 3750848.36 2.77197 (13080706) 491435.90 3750848.36 2.77091 (13062023)
491935.90 3750848.36 2.89297 (13051106) 492435.90 3750848.36 3.09614 (13051106)
492935.90 3750848.36 2.99455 (13051106) 493435.90 3750848.36 2.74019 (12081501)
471435.90 3751348.36 0.93794 (13100807) 471935.90 3751348.36 0.95684 (13100807)
472435.90 3751348.36 0.97382 (13100807) 472935.90 3751348.36 0.98935 (13100807)
473435.90 3751348.36 1.00277 (13100807) 473935.90 3751348.36 1.01520 (13100807)
474435.90 3751348.36 1.02550 (13100807) 474935.90 3751348.36 1.03450 (13100807)
475435.90 3751348.36 1.05762 (13082706) 475935.90 3751348.36 1.09650 (13082706)
476435.90 3751348.36 1.15835 (13101207) 476935.90 3751348.36 1.22613 (13101207)
477435.90 3751348.36 1.28896 (13101207) 477935.90 3751348.36 1.34727 (13101207)
478435.90 3751348.36 1.39957 (13101207) 478935.90 3751348.36 1.44556 (13101207)
*** AERMOD - VERSION 22112 *** *** C:\LAKES\AERMOD VIEW\TESTING\TESTING.ISC *** 05/19/26
*** AERMET - VERSION 16216 *** ***
*** 15:07:03
PAGE 533
*** 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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
479435.90 3751348.36 1.48552 (13101207) 479935.90 3751348.36 1.52075 (13101207)
480435.90 3751348.36 1.54970 (13101207) 480935.90 3751348.36 1.57313 (12083106)
481435.90 3751348.36 1.65924 (12092921) 481935.90 3751348.36 1.72853 (12092921)
482435.90 3751348.36 1.79371 (12042006) 482935.90 3751348.36 1.86822 (12042006)
483435.90 3751348.36 1.98131 (12083101) 483935.90 3751348.36 2.09586 (12083101)
484435.90 3751348.36 2.22914 (13090304) 484935.90 3751348.36 2.38991 (12011417)
485435.90 3751348.36 1.70843 (13080903) 485935.90 3751348.36 1.79561 (13112005)
486435.90 3751348.36 1.85247 (13052606) 486935.90 3751348.36 1.76648 (12080606)
487435.90 3751348.36 3.19799 (16081806) 487935.90 3751348.36 3.21326 (13090202)
488435.90 3751348.36 3.38303 (12070806) 488935.90 3751348.36 3.32588 (12070806)
489435.90 3751348.36 2.96008 (13080706) 489935.90 3751348.36 3.06562 (12070806)
490435.90 3751348.36 3.25288 (13080706) 490935.90 3751348.36 3.27507 (13062023)
491435.90 3751348.36 3.51114 (13051106) 491935.90 3751348.36 3.66999 (13051106)
492435.90 3751348.36 3.35330 (13082501) 492935.90 3751348.36 3.18573 (14101803)
493435.90 3751348.36 3.04783 (12081606) 471435.90 3751848.36 0.96250 (13100807)
471935.90 3751848.36 0.99739 (13100807) 472435.90 3751848.36 1.03105 (13100807)
472935.90 3751848.36 1.06428 (13100807) 473435.90 3751848.36 1.09739 (13100807)
473935.90 3751848.36 1.13081 (13100807) 474435.90 3751848.36 1.16390 (13100807)
474935.90 3751848.36 1.19689 (13100807) 475435.90 3751848.36 1.22894 (13100807)
475935.90 3751848.36 1.26033 (13100807) 476435.90 3751848.36 1.29092 (13100807)
476935.90 3751848.36 1.32023 (13100807) 477435.90 3751848.36 1.34839 (13100807)
477935.90 3751848.36 1.37606 (13100807) 478435.90 3751848.36 1.40326 (13100807)
478935.90 3751848.36 1.46682 (13101207) 479435.90 3751848.36 1.54799 (13101207)
479935.90 3751848.36 1.62393 (13101207) 480435.90 3751848.36 1.69480 (13101207)
480935.90 3751848.36 1.76176 (13101207) 481435.90 3751848.36 1.82336 (13101207)
481935.90 3751848.36 1.89045 (13101207) 482435.90 3751848.36 1.96146 (13101207)
482935.90 3751848.36 2.02704 (13101207) 483435.90 3751848.36 2.11842 (12042006)
483935.90 3751848.36 2.25629 (12083101) 484435.90 3751848.36 2.41745 (12083101)
484935.90 3751848.36 2.58375 (12011417) 485435.90 3751848.36 2.79910 (12011417)
485935.90 3751848.36 3.16976 (12042006) 486435.90 3751848.36 2.10772 (13080903)
486935.90 3751848.36 2.30631 (16081806) 487435.90 3751848.36 3.90123 (16081806)
487935.90 3751848.36 4.19382 (12070806) 488435.90 3751848.36 4.17096 (12070806)
488935.90 3751848.36 3.67862 (13062023) 489435.90 3751848.36 3.38005 (13051106)
489935.90 3751848.36 4.11211 (12070806) 490435.90 3751848.36 4.17731 (13051106)
490935.90 3751848.36 4.51719 (13051106) 491435.90 3751848.36 4.56245 (13051106)
491935.90 3751848.36 4.18410 (12071102) 492435.90 3751848.36 3.95109 (12081606)
492935.90 3751848.36 3.80812 (12060406) 493435.90 3751848.36 3.48892 (12060406)
471435.90 3752348.36 0.87507 (13100807) 471935.90 3752348.36 0.91970 (13100807)
472435.90 3752348.36 0.96509 (13100807) 472935.90 3752348.36 1.01046 (13100807)
473435.90 3752348.36 1.05900 (13100807) 473935.90 3752348.36 1.10846 (13100807)
*** 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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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)
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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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)
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
**
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)
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
**
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 ,
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 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
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)
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)
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 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 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)
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)
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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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 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 , . . . ,
*** 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)
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 ***
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 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 *** 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)
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)
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 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 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)
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)
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
**
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 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 , 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)
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
*** 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 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 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)
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)
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 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 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)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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)
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
***
** 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 ***
** 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
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
*** 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, 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 *** 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 *** ***
*** 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
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 ***
************************************
Appendix C
Traffic Noise Analysis
Kimley»Horn
Traffic Noise Analysis July 2026
City of Moreno Valley Page 1 of 11
Memorandum
To: Steve Quintanilla, Moreno Valley City Attorney
CC: Angelica Frausto-Lupo, City of Moreno Valley Community Development Director From: Noemi Wyss, AICP
Heidi Rous, CPP
Subject: Traffic Noise Analysis – Proposed Citywide Truck Routes Modifications
Date: July 22, 2026
Introduction and Background
The City is updating its Circulation Element and adopting a new Truck Route s Map (the Project) that eliminates a multitude of truck routes or portions thereof to avoid sensitive receptors to the extent feasible.
Figure 1: Existing Truck Routes and Sensitive Receptors Within 1,000 Feet shows the City’s existing truck routes, Figure 2: Proposed Truck Routes and Sensitive Receptors Within 1,000 Feet shows the City’s remaining truck routes after modifications, and Figure 3: Proposed Existing Truck Routes to be Eliminated and Sensitive Receptors Within 1,000 Feet shows the City’s Truck Routes to be eliminated within the City’s boundaries. This memorandum documents the analysis conducted to evaluate the change in traffic noise as a result of the proposed truck routes modifications.
The World Logistics Center Specific Plan (WLC Specific Plan) includes a circulation network intended to move large vehicles efficiently between the regional highway network and businesses within the Specific Plan Area while directing heavy truck traffic aw ay 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 Speci fic Plan and will be designated as such on the City’s Truck Routes Map. Development and occupancy of the WLC Specific Plan area are anticipated to occur over the next 10 years.
Kimley»HornMemorandumTo: Steve Quintanilla, Moreno Valley City AttorneyCC: Angelica Frausto-Lupo, City of Moreno Valley Community Development DirectorFrom: Noemi Wyss, AICPHeidi Rous, CPPSubject: Traffic Noise Analysis — Proposed Citywide Truck Routes ModificationsDate: July 22, 2026 Introduction and BackgroundThe City is updating its Circulation Element and adopting a new Truck Routes Map (the Project) thateliminates 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 truckroutes, Figure 2: Proposed Truck Routes and Sensitive Receptors Within 1,000 Feet shows the City’sremaining truck routes after modifications, and Figure 3: Proposed Existing Truck Routes to be Eliminatedand Sensitive Receptors Within 1,000 Feet shows the City’s Truck Routes to be eliminated within the City’sboundaries. This memorandum documents the analysis conducted to evaluate the change in traffic noiseas a result of the proposed truck routes modifications.The World Logistics Center Specific Plan (WLC Specific Plan) includes a circulation network intended tomove large vehicles efficiently between the regional highway network and businesses within the SpecificPlan Area while directing heavy truck traffic away from nearby residential neighborhoods and othersensitive 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, andEucalyptus 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 TruckRoutes Map. Development and occupancy of the WLC Specific Plan area are anticipated to occur over thenext 10 years.
Traffic Noise Analysis July 2026City of Moreno Valley Page 1 of 11 Van Buren Blvd
E Alessandro Blvd
Trautwein
R
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60 215
215
March Air
Reserve Base
Box Springs
Mountain
Reserve
Sycamore
Canyon
Wilderness Park
M O R E N O
V A L L E Y
V AL V E RDE
MEAD
VALLEY
Redlands
Blvd
Iris Ave
N
ason
St
H
eacock
St
6060
60 Norton
Younglove
Reserve
Lake Perris
State
Recreation Area
San Timoteo
Canyon
EL CASCO
P
erris
Valley
Storm
D
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L a k e
P e r r i s
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Ramona Expy
H
ansen
Ave
215
215
Ya'i Heki'
Regional Indian
Museum
NUE V O
Morongo
Golf Club
EDEN HOT
SPRINGS
EDEN
CALIM E S A
San Jacinto River
CASA LOM A
COLLEGE
DR
ALESSANDRO BLVD
MORENOBEACH 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
RECHEVISTA DR
JOHN F KENNEDY DR
WORLD LOGISTICS PARKWAY
N Perris Blvd
¯
0 1 20.5 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—
— >... rMountai =-— Mou 7 EL'CASCO5 2 2
h & San Timoteo[4 H Canyon= . RECHE,on, WN | “onrol 4 = |CY = _ T Tal, Norton Mvj of I. Pp ) | HH I Younglove Gols¥ < z IN i t +=! Reserve olrtgy T 9 DZ Ry . “oe ~ J ¥ \Sycamore J on] oh A 1 =Canyon > (= ps - To nw- EYWilderness Park SCX 5% Ne d = FUCAYPTUSIAE ES 3 £0. OO He Ks :w Ea jo! >F ne g MASSE= & NS C— 2 S@ Ay S TR Giz 5 Ax IDA Vet EVAN X oo Frere g5 \ #7 AlEssANDRO BLYD, A ChemmmmmE Alessandro Blvd ol = nk Gian - =ov |A CACTUS AVE SN A)2 Ps 2Z \ JOHN FKENNEDY.OR 2©, KT jo, ~ 3 —3 Nd prj —RE PS4 Be = AN Pr hye IE > y» March Air \¢ Foe caicd 8an Bd Reserve Base re g = oR qa\ x=, CER Lake Perris! Of eg State- £ 21 Heki' Recreation Area= ional IndianMuseumLaka _—Legend[1 City of Moreno Valley [1 RR Rural Residential Il CEMU Center Mixed Use Hl P PublicV/) Sphere of Influence [1 R3 Residential Il COMU Corridor Mixed Use Il OS Parks/Open Spaceva) Disadvantaged Community (SB [__] R5 Residential Hl C Commercial Il FP Floodplain535, SB 1000) Hl R10 Residential R/O Residential Office Sensitive |Receptors (1,000 ft from 5= = Existing City Truck Routes Bl Ri5 Residential gm O/C Highway Office/ ing Truck Routes) 2 [+7]= National Network Route Bl R20 Residential Commercial [J] K-12 School e2040 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 MilesIl BF Business Flex |® T*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from existing Truck Routes FIGURE 1: Existing Truck Routes and Sensitive Receptors Within 1,000 FeetTRAFFIC NOISE ANALYSISKimley»Horn Van Bur
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C
AS A LOMA
COLLEGE
DR
ALESSANDRO BLVD
MORENOBEACH 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
RECHEVISTA DR
JOHN F KENNEDY DR
WORLD LOGISTICS PARKWAY
N Perris Blvd
¯
0 1 20.5 Miles
*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from Remaining Truck Routes Legend
City of Moreno Valley
Sphere of Influence
Disadvantaged Community (SB
535, SB 1000)
Remaining Truck Routes
World Logistics Center Specific
Plan Truck Routes
National Network Route
2040 Land Use
R1 Residential
R2 Residential
RR Rural Residential
R3 Residential
R5 Residential
R10 Residential
R15 Residential
R20 Residential
R30 Residential
HR Hillside Residential
DC Downtown Center
CEMU Center Mixed Use
COMU Corridor Mixed Use
C Commercial
R/O Residential Office
HO/C Highway Office/
Commercial
O Office
BP Business Park/Light
Industrial
BF Business Flex
P Public
OS Parks/Open Space
FP Floodplain
Sensitive Receptors (1,000 Ft from
Remaining Truck Routes)
K-12 School
Residential Care
Hospital and Clinic
Child Care
EUCALYPTUS AVE
*World Logistics Center Specific Plan Truck Routes, Exhibit 3-11: Truck Routes, September 2014. Streets B, E, and F have not been constructed, but will be upon development of the World Logistics Center.
STREET E
STREET F
STREET B
FIGURE 2: Proposed Truck Routes and Sensitive Receptors Within 1,000 Feet
TRAFFIC NOISE ANALYSIS
-— _ y Box SpringsMoun- Res Tg, EL CASCOan EF
I)" &[| 3a RECH v.ig N,N j= Teaon rol; = |T1013CIRa5 Fs Hi fii !| ~ EC : == i + <Q 4 ] 5 NUN Rr |-- eppa lll > CC E] |Sycamore a at = :Pht ~ = 2 a yyWilderness Park >] KK 3 edi = SEED ears STRPa 4Wi >< 2 FUCADRIUSAYE H 5. vo Rg Ua WAS aX; =X Bt STREET Ev SAN- KX Fs STH XIX AE i CZ | OU aname Xo A VE AY ed 7 8-3 2 E= [Pa Wa A A . ES NEE fi E2 EEY Ng WS." |" 57 AlEssaNDrRo BUD 2% mT 9E Alessandro Blvd S382 a ro bl < —CACTUS, 2 OX <=ACTUS AVE rd ~ ’3 LOA KOR% al ES;Z JOHN, KENNEDY.D @ 1e. £ o®, i 8 |> hm YK] 2, ae HEPa . : } wD» March Air 1 AS IEYCOLLEGEn BIvd Reserve Base Smo OR &i i a\ 5 Lake PerrisNy ee StateN HS a'i Heki' Recreation Area= ional IndianMuseum [1 City of Moreno Valley 2040 Land Use [1 HR Hillside Residential Il BF Business Flex |, [ZA Sphere of Influence [1] R1 Residential I DC Downtown Center I P Public by[1 R2 Residentialxa Disadvantaged Community (SB535, SB 1000)= Remaining Truck RoutesWorld Logistics Center SpecificPlan Truck Routes== National Network Route [J RR Rural Residential[J R3 Residential[J R5 ResidentialHl R10 ResidentialHl R15 ResidentialHl R20 ResidentialIl R30 Residential Il CEMU Center Mixed UseIl COMU Corridor Mixed UseHl C CommercialR/O Residential Office1ca offsHl O OfficeBP Business Park/LightIndustrial Il OS Parks/Open SpaceHl FP FloodplainSensitive Receptors (1,000 Ft fromRemaining Truck Routes)® K-12 SchoolA Residential CareA Hospital and ClinicA 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.
MorongoYounglove »Reserve Golf’ Clut
CA
0 05 1 2 MilesI I I I
FIGURE 2: Proposed Truck Routes and Sensitive Receptors Within 1,000 FeetTRAFFIC NOISE ANALYSISKimley»Horn Van Buren Blvd
E Alessandro Blvd
Trautwein
R
d
60 215
215
March Air
Reserve Base
Box Springs
Mountain
Reserve
Sycamore
Canyon
Wilderness Park
M O R E N O
V A L L E Y
VAL VERDE
M E AD
V ALLE Y
Redlands
Blvd
Iris Ave
N
ason
St
H
eacock
St
6060
60 Norton
Younglove
Reserve
Lake Perris
State
Recreation Area
San Timoteo
Canyon
EL CASCO
P
erris
Valley
Storm
D
rain
L a k e
P e r r i s
Ramona Expy Ramona Expy
Ramona Expy
H
ansen
Ave
215
215
Ya'i Heki'
Regional Indian
Museum
NUEVO
10 Morongo
Golf Club
EDEN HOT
SPRINGS
EDEN
CALIM ESA
San Jacinto River
CASA LOM A
COLLEGE
DR
ALESSANDRO BLVD
MORENOBEACH 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
RECHEVISTA DR
JOHN F KENNEDY DR
WORLD LOGISTICS PARKWAY
N Perris Blvd
¯
0 1 20.5 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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Wilderness Park 4 4 A SY fycaveus a Sy7, > BUCALYPTUSIIE a <a 2 & . x Fe Ng — os, Eiz Ehaf oy BOE & a “0 4S 3) 8{rs = bei) Cu k 0, :]= (Fa Wi 2 =Eieg |Pe =L, 2 o QO fag] yy Lu SIo 5 / 4 AIESSANDRO BLD, 2 2E Alessandro Blvd — ger a, Eh i - -N le NS a A A CACT] 7% HY 42)
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Z “JOHN FRE NNEDYD onEP [3 ST a -=< X 2Z bm SACHS N-1/Z 2a RO RNa. ) o» March Air [\¢ AE NEYCOLLEGEn Biv Reserve Base par BEARim\ 5 Lake PerrisES StateN ay .WE a'i Heki' Recreation Area= ional IndianMuseum Legend1 City of Moreno Valley[// Sphere of Influence535, SB 1000)To Be Eliminated= National Network Route =x] Disadvantaged Community (SB_ Proposed Existing Truck Route 2040 Land Use[1 R1 Residential[1 R2 Residential[1 RR Rural Residential[J R3 Residential[J R5 ResidentialI R10 ResidentialI R15 ResidentialI R20 ResidentialHl R30 Residential [J HR Hillside ResidentialIl DC Downtown CenterIl CEMU Center Mixed UseIl COMU Corridor Mixed UseHl C CommercialR/O Residential OfficeaHl © OfficeBP Business Park/Light_- Industrial ll BF Business FlexHlP PublicIl 0S Parks/Open SpaceIl FP FloodplainSensitive Receptors (1,000 ft fromExisting Truck Routes)® K-12 SchoolA Residential CareA Hospital and ClinicA 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 NYounglove MorgngeGolf ClutReserve -
CA
0 05 1 2 MilesI
FIGURE 3: Proposed Existing Truck Routes to Be Eliminated and Sensitive Receptors Within 1,000 FeetTRAFFIC NOISE ANALYSISKimley»Horn
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 s modifications. The truck routes modifications would not change the total number of truck trips overall but rather reroute these trips along different roadway segments. Rerouting truck trips to avoid sensitive receptors would increase the total truck vehicle miles traveled (VMT).1 Kimley-Horn identified major truck routes in the City using the City’s Industrial iMap tool and Replica’s commercial vehicle traffic data. Replica’s commercial vehicle traffic data indicates that the following routes identified in Table 1: Daily Truck Traffic on Major Routes below have the highest commercial vehicle daily truck traffic volume. As a result, the routes were selected as part of the studied routes because they have the highest truck traffic volume within the industrial areas identified in the Industrial iMap tool. The table below shows the highest daily truck volume on a given segment on the corridor.
Table 1: Daily Truck Traffic on Major Routes
Routes Maximum Truck Traffic
Volume
Perris Boulevard 1,671
Alessandro Boulevard 1,494
Frederick Street 1,362
Heacock Street 1,360
Cactus Avenue 1,297
Source: Replica, 2024.
This change in VMT corresponds to a change in traffic volumes along various roadways and freeways. To isolate the traffic noise changes attributable to the truck routes modifications, this noise analysis is carried out on only the roadway segments with potentially significant traffic noise increases identified in the 2024 General Plan Circulation Element Update (GPU).
Traffic noise is one of the most prominent sources of noise in the Planning Area and is primarily attributed to vehicles traveling along Interstate-215 (I-215), SR 60, Alessandro Boulevard, and Perris Boulevard. The future (2040) ambient traffic noise levels along 169 segments in the Planning Area were quantified using the Federal Highway Administration (FHWA) Highway Traffic Noise Prediction Model (FHWA -RD-77-108) and future average daily traffic (ADT) volumes (see Appendix A). The noise prediction model calculates the average noise level at specific locations based on traffic volumes, average speeds, roadway geometry, truck percentages, and environmental site conditions. Using traffic data and speed data based on posted speed limits, the FHWA-RD-77-108 model was used to calculate the noise level at 50 feet from the roadway centerline and the distances to noise contours along each roadway . Noise impacts were determined by comparing the change in traffic noise levels between the future year (2040) Without Project (2024 GPU) (current truck routes) and future year (2040) With Project (proposed truck routes modifications) scenarios to the significance criterion listed below.
Traffic Noise Impact Analysis
Long-term traffic noise that affects sensitive land uses would be considered substantial and constitute a significant noise impact if the proposed truck routes modifications would:
1 Kimley-Horn, Vehicle Miles Traveled Analysis – Proposed Citywide Truck Routes Modifications, 2026.
Kimley»Horn
Methodology and AssumptionsThe analysis was limited to the major routes and truck trip origins within and outside the City (the PlanningArea) that would be affected by the truck routes modifications. The truck routes modifications would notchange the total number of truck trips overall but rather reroute these trips along different roadwaysegments. Rerouting truck trips to avoid sensitive receptors would increase the total truck vehicle milestraveled (VMT).! Kimley-Horn identified major truck routes in the City using the City’s Industrial iMap tooland Replica’s commercial vehicle traffic data. Replica’s commercial vehicle traffic data indicates that thefollowing routes identified in Table 1: Daily Truck Traffic on Major Routes below have the highestcommercial vehicle daily truck traffic volume. As a result, the routes were selected as part of the studiedroutes because they have the highest truck traffic volume within the industrial areas identified in theIndustrial iMap tool. The table below shows the highest daily truck volume on a given segment on thecorridor.Table 1: Daily Truck Traffic on Major RoutesRoutes Maximum Truck TrafficVolumePerris Boulevard 1,671Alessandro Boulevard 1,494Frederick Street 1,362Heacock Street 1,360Cactus Avenue 1,297Source: Replica, 2024.
This change in VMT corresponds to a change in traffic volumes along various roadways and freeways. Toisolate the traffic noise changes attributable to the truck routes modifications, this noise analysis is carriedout on only the roadway segments with potentially significant traffic noise increases identified in the 2024General Plan Circulation Element Update (GPU).Traffic noise is one of the most prominent sources of noise in the Planning Area and is primarily attributedto vehicles traveling along Interstate-215 (I-215), SR 60, Alessandro Boulevard, and Perris Boulevard. Thefuture (2040) ambient traffic noise levels along 169 segments in the Planning Area were quantified usingthe 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 theaverage noise level at specific locations based on traffic volumes, average speeds, roadway geometry, truckpercentages, and environmental site conditions. Using traffic data and speed data based on posted speedlimits, the FHWA-RD-77-108 model was used to calculate the noise level at 50 feet from the roadwaycenterline and the distances to noise contours along each roadway. Noise impacts were determined bycomparing the change in traffic noise levels between the future year (2040) Without Project (2024 GPU)(current truck routes) and future year (2040) With Project (proposed truck routes modifications) scenariosto the significance criterion listed below.Traffic Noise Impact AnalysisLong-term traffic noise that affects sensitive land uses would be considered substantial and constitute asignificant noise impact if the proposed truck routes modifications would:
1 Kimley-Horn, Vehicle Miles Traveled Analysis — Proposed Citywide Truck Routes Modifications, 2026.Traffic Noise Analysis July 2026City of Moreno Valley Page 5 of 11
Traffic Noise Analysis July 2026
City of Moreno Valley Page 6 of 11
• Increase noise levels by 5 dB2 or more where the “no project” noise level is less than 60 CNEL3; • Increase noise levels by 3 dB or more where the “no project” noise level is 60 CNEL to 65 CNEL; or • Increase noise levels by 1.5 dB or more where the “no project” noise level is greater than 65 CNEL.
Based on the impact criteria above, the 2024 GPU buildout (Without Project) would result in a significant noise increase over existing traffic noise levels at 163 of the analyzed roadway segments and at 6 of the analyzed freeway segments. The impacted segments are summarized in Table 2: Roadway Segments with Potentially Significant Traffic Noise Increases and Table 3: Freeway Segments with Potentially Significant Traffic Noise Increases. The noise level changes along all routes are included in Appendix A . This noise analysis is based on the future year (2040) With and Without Project traffic volume data. Noise impacts were determined by comparing the change in noise levels between the buildout of the 2024 GPU (Without Project) and the proposed truck route s modifications (With Project) to the criteria listed above. Figure 4:
Noise Contour Map shows the future noise contours based on the truck routes modifications.
As indicated in Table and Table , the largest increase in CNEL calculated at 50 feet from the center of the roadway center would be 1.0 CNEL along Gilman Springs Road south of Alessandro Boulevard. The largest decrease in CNEL calculated at 50 feet would be 2.4 CNEL along Iris Avenue, between Perris Boulevard and Kitching Street.
The 2024 GPU contains policies to minimize the potential noise sources and impacts generated by vehicular traffic on existing roadways. Policies include considering the compatibility of proposed land uses with the noise environment, requiring mitigation where sensitive uses are to be placed along transportation routes to ensure that noise levels are minimized, encouraging the proper site planning and architecture to reduce noise impacts, and employing noise mitigation practices when designing future streets and highways.
Table 2: Roadway Segments with Potentially Significant Traffic Noise Increases Roadway Segment
Without
Project
Future (2040)
ADT Volumes
Without
Project
CNEL
(dBA at
50 feet)
With
Project
Future
(2040)
ADT
Volumes
With
Project
CNEL
(dBA at
50 feet)
Change in
CNEL
(dBA at
50 feet)
Alessandro Blvd Old 215 Frontage Road to Day St 50,322 78.0 50,418 78.1 0.1 Alessandro Blvd Day St to Elsworth St 46,534 77.1 46,641 77.2 0.1 Alessandro Blvd Elsworth St to Courage St 46,296 77.1 46,183 77.0 -0.1 Alessandro Blvd Courage St to Frederick St 44,354 76.6 44,236 76.4 -0.2 Alessandro Blvd Fredrick St to Graham St 42,360 75.3 42,312 75.3 0.0 Alessandro Blvd Graham St To Heacock St 40,538 74.8 40,505 74.7 -0.1 Alessandro Blvd Heacock St to Indian St 43,435 75.0 43,381 74.9 -0.1 Alessandro Blvd Indian St to Perris Blvd 40,941 74.8 40,856 74.7 -0.1 Alessandro Blvd Perris Blvd to Flaming Arrow Dr 45,197 76.2 45,136 76.1 -0.1 Alessandro Blvd Flaming Arrow Dr to Kitching St 48,325 76.5 48,264 76.4 -0.1 Alessandro Blvd Kitching St to Chara St 46,639 75.9 46,580 75.9 0.0 Alessandro Blvd Chara St to Lasselle St 44,923 75.8 44,864 75.7 -0.1 Alessandro Blvd Lasselle St to Darwin Dr 44,770 75.7 44,718 75.6 -0.1 Alessandro Blvd Darwin Dr to Morrison St 44,075 75.3 44,022 75.2 -0.1
2 Decibel (dB) is a unit describing the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure. The reference pressure for air is 20. A-Weighted Sound Level (dBA) is the sound pressure level in dB as measured on a sound level meter using the A -weighting filter network. The A-weighting filter de-emphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with subjective reactions to noise._
3 Community Equivalent Noise Level (CNEL) are measures of sound energy during a 24 -hour period.
Kimley»Horn
e Increase noise levels by 5 dB? or more where the “no project” noise level is less than 60 CNEL3; e Increase noise levels by 3 dB or more where the “no project” noise level is 60 CNEL to 65 CNEL; or e Increase noise levels by 1.5 dB or more where the “no project” noise level is greater than 65 CNEL.Based on the impact criteria above, the 2024 GPU buildout (Without Project) would result in a significantnoise increase over existing traffic noise levels at 163 of the analyzed roadway segments and at 6 of theanalyzed freeway segments. The impacted segments are summarized in Table 2: Roadway Segments withPotentially Significant Traffic Noise Increases and Table 3: Freeway Segments with Potentially SignificantTraffic Noise Increases. The noise level changes along all routes are included in Appendix A. This noiseanalysis is based on the future year (2040) With and Without Project traffic volume data. Noise impactswere determined by comparing the change in noise levels between the buildout of the 2024 GPU (WithoutProject) and the proposed truck routes modifications {With Project) to the criteria listed above. Figure 4:Noise Contour Map shows the future noise contours based on the truck routes modifications.As indicated in Table and Table , the largest increase in CNEL calculated at 50 feet from the center of theroadway center would be 1.0 CNEL along Gilman Springs Road south of Alessandro Boulevard. The largestdecrease in CNEL calculated at 50 feet would be 2.4 CNEL along Iris Avenue, between Perris Boulevard andKitching Street.The 2024 GPU contains policies to minimize the potential noise sources and impacts generated by vehiculartraffic on existing roadways. Policies include considering the compatibility of proposed land uses with thenoise environment, requiring mitigation where sensitive uses are to be placed along transportation routesto ensure that noise levels are minimized, encouraging the proper site planning and architecture to reducenoise impacts, and employing noise mitigation practices when designing future streets and highways.Table 2: Roadway Segments with Potentially Significant Traffic Noise Increases. With :. Without . With .Without , Project , Change in. Project ProjectProject Future CNELRoadway Segment CNEL CNELFuture (2040) (2040) (dBA at(dBA at (dBA atADT Volumes ADT 50 feet)50 feet) 50 feet)VolumesAlessandro Blvd Old 215 Frontage Road to Day St 50,322 78.0 50,418 78.1 0.1Alessandro Blvd Day St to Elsworth St 46,534 77.1 46,641 77.2 0.1Alessandro Blvd Elsworth St to Courage St 46,296 77.1 46,183 77.0 -0.1Alessandro Blvd Courage St to Frederick St 44,354 76.6 44,236 76.4 -0.2Alessandro Blvd Fredrick St to Graham St 42,360 75.3 42,312 75.3 0.0Alessandro Blvd Graham St To Heacock St 40,538 74.8 40,505 74.7 -0.1Alessandro Blvd Heacock St to Indian St 43,435 75.0 43,381 74.9 -0.1Alessandro Blvd Indian St to Perris Blvd 40,941 74.8 40,856 74.7 -0.1Alessandro Blvd Perris Blvd to Flaming Arrow Dr 45,197 76.2 45,136 76.1 -0.1Alessandro Blvd Flaming Arrow Dr to Kitching St 48,325 76.5 48,264 76.4 -0.1Alessandro Blvd Kitching St to Chara St 46,639 75.9 46,580 75.9 0.0Alessandro Blvd Chara St to Lasselle St 44,923 75.8 44,864 75.7 -0.1Alessandro Blvd Lasselle St to Darwin Dr 44,770 75.7 44,718 75.6 0.1Alessandro Blvd Darwin Dr to Morrison St 44,075 75.3 44,022 75.2 -0.1 2 Decibel (dB) is a unit describing the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the soundmeasured to the reference pressure. The reference pressure for air is 20. A-Weighted Sound Level (dBA) is the sound pressure level in dB asmeasured on a sound level meter using the A-weighting filter network. The A-weighting filter de-emphasizes the very low and very highfrequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with subjectivereactions to noise._3 Community Equivalent Noise Level (CNEL) are measures of sound energy during a 24-hour period.
July 2026Page 6 of 11Traffic Noise AnalysisCity of Moreno Valley
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 Morrison St to Country Squire Dr 40,728 75.0 40,684 74.9 -0.1 Alessandro Blvd Country Squire Dr to Nason St 32,634 74.4 32,589 74.3 -0.1 Alessandro Blvd Nason St to Marian Rd 15,841 69.8 15,791 69.7 -0.1 Alessandro Blvd Marian Dr to Moreno Beach Dr 14,560 70.1 14,515 69.9 -0.2 Alessandro Blvd Moreno Beach Dr to Walnut Ct 6,312 65.1 6,265 64.8 -0.3 Alessandro Blvd Walnut Ct to Redlands Blvd 4,525 64.7 4,475 64.3 -0.4 Alessandro Blvd World Logistics Center Pkwy to Virginia St 11,114 72.0 10,441 70.4 -1.6 Alessandro Blvd Virginia St to Gilman Springs Rd 6,133 67.7 5,938 66.6 -1.1 Box Springs Road West Of Douglas Ct 19,366 70.5 19,370 70.5 0.0 Box Springs Road Douglas Ct to Clark St 19,366 70.5 19,370 70.5 0.0 Box Springs Road Clark St to Pine Cone Ln 19,366 69.3 19,370 69.4 0.1 Box Springs Road Pine Cone Ln to Day St 25,894 70.3 25,889 70.3 0.0 Cactus Ave Gilbert St to Heacock St 41,981 75.6 42,155 75.8 0.2 Cactus Ave Heacock St to Unity Ct 24,263 70.2 24,240 70.1 -0.1 Cactus Ave Unity Ct to Indian St 21,952 69.6 21,908 69.4 -0.2 Cactus Ave Indian St to Philo St 19,199 68.8 19,164 68.6 -0.2 Cactus Ave Philo St to Perris Blvd 19,399 68.8 19,372 68.7 -0.1 Cactus Ave Perris Blvd to Agave St 16,667 67.0 16,642 66.8 -0.2 Cactus Ave Agave St to Kitching St 14,836 66.3 14,813 66.2 -0.1 Cactus Ave Lasselle St to Nason St 27,183 71.5 27,133 71.4 -0.1 Cactus Ave Nason St to Wildmill Ln 33,343 72.0 33,292 71.9 -0.1 Cactus Ave Windmill Ln to Oliver St 16,011 69.6 15,961 69.5 -0.1 Cactus Ave Oliver St to Moreno Beach Dr 20,509 70.9 20,459 70.8 -0.1 Cactus Ave Moreno Beach Dr to Quincy St 21,443 70.9 21,396 70.8 -0.1 Cottonwood Ave Crape Myrtle Dr to Kitching St 15,183 67.7 15,177 67.7 0.0 Cottonwood Ave Baneberry St to Lasselle St 16,198 67.4 16,191 67.3 -0.1 Cottonwood Ave Lasselle St to Burney Pass Dr 16,106 67.3 16,100 67.3 0.0 Cottonwood Ave Burney Pass Dr to Morrison St 14,329 66.8 14,327 66.8 0.0 Cottonwood Ave Morrison St to Letterman St 13,863 67.2 13,860 67.2 0.0 Cottonwood Ave Letterman St to Nason St 13,535 67.8 13,533 67.8 0.0 Cottonwood Ave Nason St to Oliver St 6,381 64.0 6,377 64.0 0.0 Cottonwood Ave Moreno Beach Dr to Redlands Blvd 11,148 69.1 11,015 68.5 -0.6 E Alessandro Blvd I-215 to Old 215 Frontage 50,213 77.0 50,299 77.1 0.1 Elsworth St Alessandro Blvd to Business Center Dr 20,539 71.0 20,490 70.9 -0.1 Elsworth St Business Center Dr to Goldencrest Dr 11,443 67.3 11,398 67.1 -0.2 Elsworth St Goldencrest Dr to Cactus Ave 11,443 67.7 11,398 67.5 -0.2 Eucalyptus Ave Frederick St to Kochi Dr 23,988 69.7 23,913 69.5 -0.2 Eucalyptus Ave Kochi Dr to Graham St 20,903 69.2 20,828 68.9 -0.3 Eucalyptus Ave Graham St to Sunbird Dr 22,360 69.6 22,353 69.6 0.0 Eucalyptus Ave Sunbird Dr to Running Deer Rd 22,360 69.6 22,353 69.5 -0.1 Eucalyptus Ave Running Deer Rd to Heacock St 17,234 68.1 17,226 68.1 0.0 Eucalyptus Ave Heacock St to Liberty Ln 16,981 66.3 16,975 66.3 0.0 Eucalyptus Ave Liberty Ln to Indian St 15,254 65.9 15,248 65.8 -0.1 Eucalyptus Ave Indian St to Perris Blvd 13,193 65.1 13,199 65.1 0.0 Eucalyptus Ave Perris Blvd to Foreman Ave 17,314 66.4 17,291 66.3 -0.1 Eucalyptus Ave Foreman Ave to Kitching St 15,884 66.2 15,871 66.2 0.0 Eucalyptus Ave Kitching St to Raenette Way 19,398 67.2 19,385 67.2 0.0 Eucalyptus Ave Raenette Way to Lasselle St 18,817 67.1 18,807 67.1 0.0 Eucalyptus Ave Cheyenne St to Nason St 12,014 65.5 12,013 65.5 0.0 Eucalyptus Ave Redlands Blvd to World Logistics Cir Pkwy 1,954 65.0 1,952 65.0 0.0 Frederick St Alessandro Blvd to Brodiaea Ave 4,227 64.5 4,247 64.7 0.2 Gentian Ave Heacock St to Canyonstone Dr 10,719 67.6 10,927 68.4 0.8 Gentian Ave Canyonstone Dr to Indian St 7,113 67.2 7,305 68.1 0.9 Gentian Ave Perris Blvd to Patricia St 9,918 65.8 9,908 65.7 -0.1 Gentian Ave Patricia Ln to Kitching St 11,158 65.5 11,148 65.4 -0.1 Gentian Ave Kitching St to Casa Grarde St 19,402 69.0 19,392 68.9 -0.1 Gilman Springs Rd SR 60 to Eucalyptus Ave 28,876 78.3 29,800 78.8 0.5 Kimley»Horn
. With :
Without Without Project With Change in
A Project ProjectProject Future CNELRoadway Segment CNEL CNELFuture (2040) (2040) (dBA at(dBA at (dBA atADT Volumes ADT 50 feet)50 feet) 50 feet)VolumesAlessandro Blvd Morrison St to Country Squire Dr 40,728 75.0 40,684 74.9 -0.1Alessandro Blvd Country Squire Dr to Nason St 32,634 74.4 32,589 74.3 -0.1Alessandro Blvd Nason St to Marian Rd 15,841 69.8 15,791 69.7 -0.1Alessandro Blvd Marian Dr to Moreno Beach Dr 14,560 70.1 14,515 69.9 -0.2Alessandro Blvd Moreno Beach Dr to Walnut Ct 6,312 65.1 6,265 64.8 -0.3Alessandro Blvd Walnut Ct to Redlands Blvd 4,525 64.7 4,475 64.3 -0.4Alessandro Blvd World Logistics Center Pkwy to Virginia St 11,114 72.0 10,441 70.4 -1.6Alessandro Blvd Virginia St to Gilman Springs Rd 6,133 67.7 5,938 66.6 -1.1Box Springs Road West Of Douglas Ct 19,366 70.5 19,370 70.5 0.0Box Springs Road Douglas Ct to Clark St 19,366 70.5 19,370 70.5 0.0Box Springs Road Clark St to Pine Cone Ln 19,366 69.3 19,370 69.4 0.1Box Springs Road Pine Cone Ln to Day St 25,894 70.3 25,889 70.3 0.0Cactus Ave Gilbert St to Heacock St 41,981 75.6 42,155 75.8 0.2Cactus Ave Heacock St to Unity Ct 24,263 70.2 24,240 70.1 -0.1Cactus Ave Unity Ct to Indian 5t 21,952 69.6 21,908 69.4 -0.2Cactus Ave Indian St to Philo St 19,199 68.8 19,164 68.6 -0.2Cactus Ave Philo St to Perris Blvd 19,399 68.8 19,372 68.7 -0.1Cactus Ave Perris Blvd to Agave St 16,667 67.0 16,642 66.8 -0.2Cactus Ave Agave St to Kitching St 14,836 66.3 14,813 66.2 -0.1Cactus Ave Lasselle St to Nason St 27,183 71.5 27,133 71.4 -0.1Cactus Ave Nason St to Wildmill Ln 33,343 72.0 33,292 71.9 -0.1Cactus Ave Windmill Ln to Oliver St 16,011 69.6 15,961 69.5 -0.1Cactus Ave Oliver St to Moreno Beach Dr 20,509 70.9 20,459 70.8 -0.1Cactus Ave Moreno Beach Dr to Quincy St 21,443 70.9 21,396 70.8 -0.1Cottonwood Ave Crape Myrtle Dr to Kitching St 15,183 67.7 15,177 67.7 0.0Cottonwood Ave Baneberry St to Lasselle St 16,198 67.4 16,191 67.3 -0.1Cottonwood Ave Lasselle St to Burney Pass Dr 16,106 67.3 16,100 67.3 0.0Cottonwood Ave Burney Pass Dr to Morrison St 14,329 66.8 14,327 66.8 0.0Cottonwood Ave Morrison St to Letterman St 13,863 67.2 13,860 67.2 0.0Cottonwood Ave Letterman St to Nason St 13,535 67.8 13,533 67.8 0.0Cottonwood Ave Nason St to Oliver St 6,381 64.0 6,377 64.0 0.0Cottonwood Ave Moreno Beach Dr to Redlands Blvd 11,148 69.1 11,015 68.5 -0.6E Alessandro Blvd 1-215 to Old 215 Frontage 50,213 77.0 50,299 77.1 0.1Elsworth St Alessandro Blvd to Business Center Dr 20,539 71.0 20,490 70.9 -0.1Elsworth St Business Center Dr to Goldencrest Dr 11,443 67.3 11,398 67.1 -0.2Elsworth St Goldencrest Dr to Cactus Ave 11,443 67.7 11,398 67.5 -0.2Eucalyptus Ave Frederick St to Kochi Dr 23,988 69.7 23,913 69.5 -0.2Eucalyptus Ave Kochi Dr to Graham St 20,903 69.2 20,828 68.9 -0.3Eucalyptus Ave Graham St to Sunbird Dr 22,360 69.6 22,353 69.6 0.0Eucalyptus Ave Sunbird Dr to Running Deer Rd 22,360 69.6 22,353 69.5 -0.1Eucalyptus Ave Running Deer Rd to Heacock St 17,234 68.1 17,226 68.1 0.0Eucalyptus Ave Heacock St to Liberty Ln 16,981 66.3 16,975 66.3 0.0Eucalyptus Ave Liberty Ln to Indian St 15,254 65.9 15,248 65.8 -0.1Eucalyptus Ave Indian St to Perris Blvd 13,193 65.1 13,199 65.1 0.0Eucalyptus Ave Perris Blvd to Foreman Ave 17,314 66.4 17,291 66.3 -0.1Eucalyptus Ave Foreman Ave to Kitching St 15,884 66.2 15,871 66.2 0.0Eucalyptus Ave Kitching St to Raenette Way 19,398 67.2 19,385 67.2 0.0Eucalyptus Ave Raenette Way to Lasselle St 18,817 67.1 18,807 67.1 0.0Eucalyptus Ave Cheyenne St to Nason St 12,014 65.5 12,013 65.5 0.0Eucalyptus Ave Redlands Blvd to World Logistics Cir Pkwy 1,954 65.0 1,952 65.0 0.0Frederick St Alessandro Blvd to Brodiaea Ave 4,227 64.5 4,247 64.7 0.2Gentian Ave Heacock St to Canyonstone Dr 10,719 67.6 10,927 68.4 0.8Gentian Ave Canyonstone Dr to Indian St 7,113 67.2 7,305 68.1 0.9Gentian Ave Perris Blvd to Patricia St 9,918 65.8 9,908 65.7 -0.1Gentian Ave Patricia Ln to Kitching St 11,158 65.5 11,148 65.4 -0.1Gentian Ave Kitching St to Casa Grarde St 19,402 69.0 19,392 68.9 -0.1Gilman Springs Rd SR 60 to Eucalyptus Ave 28,876 78.3 29,800 78.8 0.5 Traffic Noise Analysis July 2026City of Moreno Valley Page 7 of 11
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)
Gilman Springs Rd Eucalyptus Ave to Alessandro Blvd 29,595 78.5 30,532 79.0 0.5 Gilman Springs Rd South Of Alessandro Blvd 21,541 72.9 22,217 73.9 1.0 Graham St Sunnymead Blvd to Old Valley Dr 25,830 70.8 25,709 70.5 -0.3 Graham St Old Valley Dr to Eucalyptus Ave 27,781 71.0 27,661 70.8 -0.2 Graham St Eucalyptus Ave to Dracaea Ave 29,192 71.4 28,999 71.0 -0.4 Graham St Dracaea Ave to Sunline Dr 29,133 71.4 28,940 71.0 -0.4 Graham St Sunline Dr to Cottonwood Ave 27,766 71.2 27,575 70.8 -0.4 Graham St Cottonwood Ave to Bay Ave 22,726 70.4 22,528 69.8 -0.6 Graham St Bay Ave to Alessandro Blvd 27,237 71.1 27,039 70.6 -0.5 Graham St Alessandro Blvd to Brodiaea Ave 22,388 71.1 22,203 70.7 -0.4 Graham St Brodiaea Ave to Cactus Ave 20,071 70.3 19,936 69.9 -0.4 Heacock St Iris Ave to San Michele Rd 31,209 74.2 31,121 74.1 -0.1 Heacock St San Michele Rd to Nandina Ave 21,824 71.6 21,757 71.5 -0.1 Heacock St Nandina Ave to Harley Knox Blvd 30,056 74.5 30,221 74.6 0.1 Highland Blvd Redlands Blvd to Juniper Ave 2,971 68.4 2,967 68.4 0.0 Highland Blvd Juniper Ave to Ironwood Ave 2,916 68.5 2,912 68.5 0.0 Indian St Gentian Ave to Iris Ave 14,735 71.2 14,901 71.6 0.4 Indian St Iris Ave to Krameria Ave 15,045 73.2 15,046 73.2 0.0 Indian St South Of Krameria Ave 14,148 72.4 14,253 72.6 0.2 Indian St North Of San Michele Rd 15,827 71.6 16,058 71.9 0.3 Indian St San Michele Rd to Nandina Ave 30,218 75.9 30,142 75.8 -0.1 Indian St Nandina Ave to Grove View Rd 22,195 73.7 22,182 73.7 0.0 Indian St Grove View Rd to E Oleander Ave 25,551 75.5 25,703 75.7 0.2 Iris Ave Indian St to Emma Ln 10,665 69.3 10,371 68.3 -1.0 Iris Ave Emm A Ln to Perris Blvd 10,665 69.8 10,371 68.7 -1.1 Iris Ave Perris Blvd to Kitching St 28,968 74.8 27,399 72.4 -2.4 Iris Ave Kitching St to Lasselle St 35,690 76.8 34,126 75.2 -1.6 Iris Ave Lasselle St to Mesa Verde Dr 57,447 77.8 55,816 76.6 -1.2 Iris Ave Mesa Verde Dr to Nason St 52,979 77.6 51,348 76.3 -1.3 Iris Ave Nason St to Turnberry St 44,009 77.1 42,388 75.7 -1.4 Iris Ave Turnberry St to Oliver St 34,507 77.2 32,886 75.5 -1.7 Iris Ave Oliver St to Via Del Lago 27,721 76.7 26,102 74.8 -1.9 Ironwood Ave Graham St to Heacock St 17,451 68.1 17,453 68.1 0.0 Ironwood Ave Franklin St to Kitching St 16,221 67.6 16,222 67.6 0.0 Ironwood Ave Kitching St to Tuscola St 16,221 67.6 16,222 67.6 0.0 Ironwood Ave Tuscola St to Champlain St 16,221 67.6 16,222 67.6 0.0 Ironwood Ave Steeplechase Dr to Nason St 11,121 65.3 11,122 65.3 0.0 Ironwood Ave Nason St to Moreno Beach Dr 10,570 67.8 10,570 67.8 0.0 Ironwood Ave Redlands Blvd to Highland Blvd 1,267 59.3 1,267 59.3 0.0 Kitching St Alessandro Blvd to Brodiaea Ave 22,404 68.7 22,400 68.7 0.0 Kitching St Brodiaea Ave to Cactus Ave 19,697 67.7 19,693 67.7 0.0 Kitching St Cactus Ave to Delphinium Ave 23,400 69.3 23,397 69.3 0.0 Kitching St Delphinium Ave to John F Kennedy Dr 24,208 69.5 24,203 69.5 0.0 Kitching St John F Kennedy Dr to Gentian Ave 23,601 70.4 23,596 70.4 0.0 Kitching St Gentian Ave to Iris Ave 16,140 69.3 16,135 69.3 0.0 Kitching St South Of Iris Ave 27,830 73.0 27,830 73.0 0.0 Krameria Ave Indian St to Tarano Ln 5,080 65.2 5,023 64.8 -0.4 Krameria Ave Tarano Ln to Perris Blvd 7,881 68.0 7,674 67.1 -0.9 Krameria Ave Perris Blvd to Saddlebrook Ln 25,025 71.9 25,011 71.9 0.0 Krameria Ave Saddlebrook Ln to Kitching St 24,967 71.9 24,953 71.8 -0.1 Lasselle St Eucalyptus Ave to Dracaea Ave 16,811 68.0 16,797 67.9 -0.1 Lasselle St Dravaea Ave to Cottonwood Ave 16,772 67.9 16,758 67.9 0.0 Lasselle St Cottonwood Ave to Bay Ave 19,711 68.3 19,691 68.2 -0.1 Lasselle St Bay Ave to Alessandro Blvd 20,524 68.4 20,504 68.4 0.0 Lasselle St Brodiaea Ave to Cactus Ave 23,110 69.9 23,075 69.8 -0.1 Lasselle St Cactus Ave to John F Kennedy Dr 22,994 70.1 22,932 69.9 -0.2 Lasselle St Via Xavier to Cremello Way 32,117 71.9 32,034 71.7 -0.2 Kimley»Horn
. With :
Without Without Project With Change in
A Project ProjectProject Future CNELRoadway Segment CNEL CNELFuture (2040) (2040) (dBA at(dBA at (dBA atADT Volumes ADT 50 feet)50 feet) 50 feet)VolumesGilman Springs Rd Eucalyptus Ave to Alessandro Blvd 29,595 78.5 30,532 79.0 0.5Gilman Springs Rd South Of Alessandro Blvd 21,541 72.9 22,217 73.9 1.0Graham St Sunnymead Blvd to Old Valley Dr 25,830 70.8 25,709 70.5 -0.3Graham St Old Valley Dr to Eucalyptus Ave 27,781 71.0 27,661 70.8 -0.2Graham St Eucalyptus Ave to Dracaea Ave 29,192 71.4 28,999 71.0 -0.4Graham St Dracaea Ave to Sunline Dr 29,133 71.4 28,940 71.0 -0.4Graham St Sunline Dr to Cottonwood Ave 27,766 71.2 27,575 70.8 -0.4Graham St Cottonwood Ave to Bay Ave 22,726 70.4 22,528 69.8 -0.6Graham St Bay Ave to Alessandro Blvd 27,237 71.1 27,039 70.6 -0.5Graham St Alessandro Blvd to Brodiaea Ave 22,388 71.1 22,203 70.7 -0.4Graham St Brodiaea Ave to Cactus Ave 20,071 70.3 19,936 69.9 -0.4Heacock St Iris Ave to San Michele Rd 31,209 74.2 31,121 74.1 -0.1Heacock St San Michele Rd to Nandina Ave 21,824 71.6 21,757 71.5 -0.1Heacock St Nandina Ave to Harley Knox Blvd 30,056 74.5 30,221 74.6 0.1Highland Blvd Redlands Blvd to Juniper Ave 2,971 68.4 2,967 68.4 0.0Highland Blvd Juniper Ave to Ironwood Ave 2,916 68.5 2,912 68.5 0.0Indian St Gentian Ave to Iris Ave 14,735 71.2 14,901 71.6 0.4Indian St Iris Ave to Krameria Ave 15,045 73.2 15,046 73.2 0.0Indian St South Of Krameria Ave 14,148 72.4 14,253 72.6 0.2Indian St North Of San Michele Rd 15,827 71.6 16,058 71.9 0.3Indian St San Michele Rd to Nandina Ave 30,218 75.9 30,142 75.8 -0.1Indian St Nandina Ave to Grove View Rd 22,195 73.7 22,182 73.7 0.0Indian St Grove View Rd to E Oleander Ave 25,551 75.5 25,703 75.7 0.2Iris Ave Indian St to Emma Ln 10,665 69.3 10,371 68.3 -1.0Iris Ave Emm A Ln to Perris Blvd 10,665 69.8 10,371 68.7 -1.1Iris Ave Perris Blvd to Kitching St 28,968 74.8 27,399 72.4 -2.4Iris Ave Kitching St to Lasselle St 35,690 76.8 34,126 75.2 -1.6Iris Ave Lasselle St to Mesa Verde Dr 57,447 77.8 55,816 76.6 -1.2Iris Ave Mesa Verde Dr to Nason St 52,979 77.6 51,348 76.3 -1.3Iris Ave Nason St to Turnberry St 44,009 77.1 42,388 75.7 -1.4Iris Ave Turnberry St to Oliver St 34,507 77.2 32,886 75.5 -1.7Iris Ave Oliver St to Via Del Lago 27,721 76.7 26,102 74.8 -1.9Ironwood Ave Graham St to Heacock St 17,451 68.1 17,453 68.1 0.0Ironwood Ave Franklin St to Kitching St 16,221 67.6 16,222 67.6 0.0Ironwood Ave Kitching St to Tuscola St 16,221 67.6 16,222 67.6 0.0Ironwood Ave Tuscola St to Champlain St 16,221 67.6 16,222 67.6 0.0Ironwood Ave Steeplechase Dr to Nason St 11,121 65.3 11,122 65.3 0.0Ironwood Ave Nason St to Moreno Beach Dr 10,570 67.8 10,570 67.8 0.0Ironwood Ave Redlands Blvd to Highland Blvd 1,267 59.3 1,267 59.3 0.0Kitching St Alessandro Blvd to Brodiaea Ave 22,404 68.7 22,400 68.7 0.0Kitching St Brodiaea Ave to Cactus Ave 19,697 67.7 19,693 67.7 0.0Kitching St Cactus Ave to Delphinium Ave 23,400 69.3 23,397 69.3 0.0Kitching St Delphinium Ave to John F Kennedy Dr 24,208 69.5 24,203 69.5 0.0Kitching St John F Kennedy Dr to Gentian Ave 23,601 70.4 23,596 70.4 0.0Kitching St Gentian Ave to Iris Ave 16,140 69.3 16,135 69.3 0.0Kitching St South Of Iris Ave 27,830 73.0 27,830 73.0 0.0Krameria Ave Indian St to Tarano Ln 5,080 65.2 5,023 64.8 -0.4Krameria Ave Tarano Ln to Perris Blvd 7,881 68.0 7,674 67.1 -0.9Krameria Ave Perris Blvd to Saddlebrook Ln 25,025 71.9 25,011 71.9 0.0Krameria Ave Saddlebrook Ln to Kitching St 24,967 71.9 24,953 71.8 -0.1Lasselle St Eucalyptus Ave to Dracaea Ave 16,811 68.0 16,797 67.9 -0.1Lasselle St Dravaea Ave to Cottonwood Ave 16,772 67.9 16,758 67.9 0.0Lasselle St Cottonwood Ave to Bay Ave 19,711 68.3 19,691 68.2 -0.1Lasselle St Bay Ave to Alessandro Blvd 20,524 68.4 20,504 68.4 0.0Lasselle St Brodiaea Ave to Cactus Ave 23,110 69.9 23,075 69.8 -0.1Lasselle St Cactus Ave to John F Kennedy Dr 22,994 70.1 22,932 69.9 -0.2Lasselle St Via Xavier to Cremello Way 32,117 71.9 32,034 71.7 -0.2 Traffic Noise Analysis July 2026City of Moreno Valley Page 8 of 11
Traffic Noise Analysis July 2026
City of Moreno Valley Page 9 of 11
Roadway Segment
Without
Project
Future (2040)
ADT Volumes
Without
Project
CNEL
(dBA at
50 feet)
With
Project
Future
(2040)
ADT
Volumes
With
Project
CNEL
(dBA at
50 feet)
Change in
CNEL
(dBA at
50 feet)
Lasselle St Cremello Way to E Oleander Ave 35,058 69.7 34,981 69.5 -0.2 Moreno Beach Dr SR 60 to Eycalyptus Ave 41,697 77.2 41,440 76.9 -0.3 Moreno Beach Dr Eucalyptus Ave to Trail Ridge Way 42,100 77.2 41,843 76.9 -0.3 Moreno Beach Dr Trail Ridge Way to Auto Mall Dr 38,680 76.6 38,423 76.3 -0.3 Moreno Beach Dr Auto Mall Dr to Cottonwood Ave 36,941 76.4 36,684 76.0 -0.4 Moreno Beach Dr Cottonwood Ave to Bay Ave 42,094 76.9 41,708 76.4 -0.5 Moreno Beach Dr Bay Ave to Alessandro Blvd 40,643 76.8 40,258 76.3 -0.5 Moreno Beach Dr Alessandro Blvd to Brodiaea Ave 41,521 76.4 41,134 75.9 -0.5 Moreno Beach Dr Brodiaea Ave to Cactus Ave 41,521 74.7 41,134 74.2 -0.5 Moreno Beach Dr Cactus Ave to John F Kennedy Dr 23,346 73.1 22,961 72.3 -0.8 Moreno Beach Dr John F Kennedy Dr to Via Del Lago 40,094 76.9 38,472 75.5 -1.4 Morrison St Cottonwood Ave to Bay Ave 13,856 66.8 13,846 66.8 0.0 Morrison St Bay Ave to Alessandro Blvd 14,094 66.9 14,084 66.9 0.0 Nandina Ave Heacock St to Indian St 7,845 69.3 7,970 69.6 0.3 Nason St Ironwood Ave to SR 60 13,979 67.2 13,976 67.2 0.0 Nason St SR 60 to Fir Ave 29,575 71.5 29,566 71.5 0.0
Nason St Fir Ave to Eucalyptus Ave 24,411 70.6 24,404 70.6 0.0 Nason St Eucalyptus Ave to Dracaea Ave 24,758 70.7 24,751 70.7 0.0 Nason St Dracaea Ave to Cottonwood Ave 24,758 70.3 24,751 70.3 0.0 Nason St Alessandro Blvd to Cactus Ave 34,207 71.2 34,196 71.1 -0.1 Nason St Cactus Ave to Iris Ave 15,475 67.6 15,464 67.6 0.0 Oliver St Cactus Ave to Rockwood Ave 16,353 69.4 16,352 69.4 0.0 Oliver St Rockwood Ave to John F Kennedy Dr 15,572 69.0 15,572 69.0 0.0 Oliver St John F Kennedy Dr to Iris Ave 14,390 68.2 14,389 68.2 0.0 Perris Blvd Manzanita Ave to Jaclyn Ave 17,510 69.8 17,489 69.7 -0.1 Perris Blvd Ironwood Ave to Hemlock Ave 37,974 73.4 37,951 73.3 -0.1 Perris Blvd John F Kennedy Dr to Filaree Ave 45,840 75.7 45,752 75.6 -0.1 Redlands Blvd North Of Locust Ave 29,210 73.9 29,137 73.8 -0.1 Redlands Blvd SR 60 to Eucalyptus Ave 24,701 73.0 24,575 72.7 -0.3 San Michele Rd Heacock St to Indian St 8,567 68.4 8,556 68.3 -0.1 Sunnymead Ranch
Pkwy Pigeon Pass Rd to Lake Vista Rd 2,350 59.2 2,350 59.2 0.0 Theodore St Ironwood Ave to SR 60 3,783 69.3 3,779 69.3 0.0 Via Del Lago Iris Ave to Alta Calle 15,001 69.3 14,997 69.3 0.0 Via Del Lago South Of Alta Calle 2,290 59.3 2,287 59.2 -0.1 Note: Totals may not add up exactly due to rounding in modeling calculations. Detailed calculations are provided in Appendix A.
See Appendix A for traffic noise level changes along all routes studied.
Table 3: Freeway Segments with Potentially Significant Traffic Noise Increases Roadway Segment
Without
Project
Future
(2040) ADT
Volumes
Without
Project
CNEL (dBA
at 50 feet)
With
Project
Future
(2040)
ADT
Volumes
With
Project
CNEL
(dBA at
50 feet)
Change
in CNEL
(dBA at
50 feet)
SR 60 Pigeon Pass Rd to Heacock St 122,283 84.2 123,912 84.6 0.4 SR 60 Heacock St to Perris Blvd 126,695 84.4 128,183 84.7 0.3 SR 60 Perris Blvd to Nason St 112,163 84.2 113,627 84.4 0.2 SR 60 Nason St to Moreno Beach Dr 104,453 85.5 105,918 85.8 0.3 SR 60 Moreno Beach Dr to Redlands Blvd 94,973 83.9 96,236 84.2 0.3 SR 60 Redlands Blvd to World Logistics Ctr
Pkwy 94,057 83.5 95,301 83.7 0.2
Note: Totals may not add up exactly due to rounding in modeling calculations. Detailed calculations are provided in Appendix A.
See Appendix A for traffic noise level changes along all routes studied.
Kimley»Horn
. With :
Without Without Project With Change in
A Project ProjectProject Future CNELRoadway Segment CNEL CNELFuture (2040) (2040) (dBA at(dBA at (dBA atADT Volumes ADT 50 feet)50 feet) 50 feet)VolumesLasselle St Cremello Way to E Oleander Ave 35,058 69.7 34,981 69.5 -0.2Moreno Beach Dr SR 60 to Eycalyptus Ave 41,697 77.2 41,440 76.9 -0.3Moreno Beach Dr Eucalyptus Ave to Trail Ridge Way 42,100 77.2 41,843 76.9 -0.3Moreno Beach Dr Trail Ridge Way to Auto Mall Dr 38,680 76.6 38,423 76.3 -0.3Moreno Beach Dr Auto Mall Dr to Cottonwood Ave 36,941 76.4 36,684 76.0 -0.4Moreno Beach Dr Cottonwood Ave to Bay Ave 42,094 76.9 41,708 76.4 -0.5Moreno Beach Dr Bay Ave to Alessandro Blvd 40,643 76.8 40,258 76.3 -0.5Moreno Beach Dr Alessandro Blvd to Brodiaea Ave 41,521 76.4 41,134 75.9 -0.5Moreno Beach Dr Brodiaea Ave to Cactus Ave 41,521 74.7 41,134 74.2 -0.5Moreno Beach Dr Cactus Ave to John F Kennedy Dr 23,346 73.1 22,961 72.3 -0.8Moreno Beach Dr John F Kennedy Dr to Via Del Lago 40,094 76.9 38,472 75.5 -1.4Morrison St Cottonwood Ave to Bay Ave 13,856 66.8 13,846 66.8 0.0Morrison St Bay Ave to Alessandro Blvd 14,094 66.9 14,084 66.9 0.0Nandina Ave Heacock St to Indian St 7,845 69.3 7,970 69.6 0.3Nason St Ironwood Ave to SR 60 13,979 67.2 13,976 67.2 0.0Nason St SR 60 to Fir Ave 29,575 71.5 29,566 71.5 0.0Nason St Fir Ave to Eucalyptus Ave 24,411 70.6 24,404 70.6 0.0Nason St Eucalyptus Ave to Dracaea Ave 24,758 70.7 24,751 70.7 0.0Nason St Dracaea Ave to Cottonwood Ave 24,758 70.3 24,751 70.3 0.0Nason St Alessandro Blvd to Cactus Ave 34,207 71.2 34,196 71.1 -0.1Nason St Cactus Ave to Iris Ave 15,475 67.6 15,464 67.6 0.0Oliver St Cactus Ave to Rockwood Ave 16,353 69.4 16,352 69.4 0.0Oliver St Rockwood Ave to John F Kennedy Dr 15,572 69.0 15,572 69.0 0.0Oliver St John F Kennedy Dr to Iris Ave 14,390 68.2 14,389 68.2 0.0Perris Blvd Manzanita Ave to Jaclyn Ave 17,510 69.8 17,489 69.7 -0.1Perris Blvd Ironwood Ave to Hemlock Ave 37,974 73.4 37,951 73.3 -0.1Perris Blvd John F Kennedy Dr to Filaree Ave 45,840 75.7 45,752 75.6 -0.1Redlands Blvd North Of Locust Ave 29,210 73.9 29,137 73.8 -0.1Redlands Blvd SR 60 to Eucalyptus Ave 24,701 73.0 24,575 72.7 -0.3San Michele Rd Heacock St to Indian St 8,567 68.4 8,556 68.3 -0.1Sunnymead RanchPkwy Pigeon Pass Rd to Lake Vista Rd 2,350 59:2 2,350 59:2 0.0Theodore St Ironwood Ave to SR 60 3,783 69.3 3,779 69.3 0.0Via Del Lago Iris Ave to Alta Calle 15,001 69.3 14,997 69.3 0.0Via Del Lago South Of Alta Calle 2,290 59.3 2,287 59.2 -0.1Note: 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. With .Without . . With. Without Project . ChangeProject . Project .Roadway Segment Future Project Future CNEL in CNELCNEL (dBA | (2040) (dBA at(2040) ADT (dBA atat 50 feet) ADT 50 feet)Volumes 50 feet)VolumesSR 60 Pigeon Pass Rd to Heacock St 122,283 84.2 123,912 84.6 0.4SR 60 Heacock St to Perris Blvd 126,695 84.4 128,183 84.7 0.3SR 60 Perris Blvd to Nason St 112,163 84.2 113,627 84.4 0.2SR 60 Nason St to Moreno Beach Dr 104,453 85.5 105,918 85.8 0.3SR 60 Moreno Beach Dr to Redlands Blvd 94,973 83.9 96,236 84.2 0.3SR 60 Redlands Blvd ee Logistics Ctr 94,057 23.5 95,301 23.7 0.2Note: 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.
Traffic Noise AnalysisCity of Moreno Valley July 2026Page 9 of 11
COLLEGE
DR
ALESSANDRO BLVD
MORENOBEACH 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
RECHEVISTA 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
RECHEVISTA DR;
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Legend== Remaining Truck Routes _—World Logistics Center= Specific Plan TruckRoutes yd[1] city of Moreno Valley JSphere of InfluenceCNEL[J 60 dB CNELI s5 dB CNELI 70 dB CNEL FIGURE 4: Noise Contour MapTRAFFIC NOISE ANALYSISKimley»Horn
Traffic Noise Analysis July 2026
City of Moreno Valley Page 11 of 11
Conclusion
Based on the methodology and assumptions, the analysis provides a roadway-specific assessment of how the City’s proposed truck prohibitions on internal streets affect traffic noise along segments with potentially significant traffic noise increases. As shown in Table 2 and Table 3, the With Project scenario would not increase traffic noise by more than 1.0 dBA along any roadway or freeway segment analyzed. Additionally, many roadway segments would have reduced traffic noise levels as compared to the 2024 GPU analysis, as a result of the Project (truck routes circulation update). Therefore, because the human ear doesn’t hear a noise increase of less than 3 dBA, the increase in traffic noise would not be perceptible.
Kimley»Horn
ConclusionBased on the methodology and assumptions, the analysis provides a roadway-specific assessment of howthe City’s proposed truck prohibitions on internal streets affect traffic noise along segments with potentiallysignificant traffic noise increases. As shown in Table 2 and Table 3, the With Project scenario would notincrease 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, asa result of the Project (truck routes circulation update). Therefore, because the human ear doesn’t hear anoise increase of less than 3 dBA, the increase in traffic noise would not be perceptible.
Traffic Noise Analysis July 2026City of Moreno Valley Page 11 of 11 Appendix A: Modeling Results
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
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
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 - - - -
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
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
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
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