CC12 — Rancho Mirage City Council, October 19, 2023 (part 10 of 28)

12-1531

SECTION_24_PM2.5
3739125.00 0.04761 (81111624)
555158.00 3739125.00 0.04769 (81111624) 555258.00 3739125.00 0.04947 (81011424)
555358.00 3739125.00 0.05182 (81011424) 555458.00 3739125.00 0.05318 (81011424)
555558.00 3739125.00 0.05324 (81011424) 555658.00 3739125.00 0.05198 (81011424)
555758.00 3739125.00 0.04970 (81011424) 555858.00 3739125.00 0.04682 (81011424)
555958.00 3739125.00 0.04448 (81121824) 556058.00 3739125.00 0.04382 (81121824)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 36

CONC URBAN FLAT FLGPOL NOCALM NOCMPL
*** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L_SCAPE , C1 , C2
, C3 , C4 , C5 , C6 ,
C7 , C8 , C9 , C10 , C11 , C12 , C13 , C14 , C15 , C16 , C17 , C18 ,
C19 , C20 , C21 , C22 , C23 , C24 , C25 , C26 , C27 , C28 , C29 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF OTHER IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
556158.00 3739125.00 0.04255 (81121824) 556258.00 3739125.00 0.04067 (81121824)
556358.00 3739125.00 0.03828 (81121824) 556458.00 3739125.00 0.03550 (81121824)
556558.00 3739125.00 0.03374 (81101624) 551758.00 3739225.00 0.00639 (81113024)
551858.00 3739225.00 0.00731 (81113024) 551958.00 3739225.00 0.00830 (81113024)
552058.00 3739225.00 0.00936 (81113024) 552158.00 3739225.00 0.01045 (81113024)
552258.00 3739225.00 0.01152 (81113024) 552358.00 3739225.00 0.01253 (81113024)
552458.00 3739225.00 0.01341 (81113024) 552558.00 3739225.00 0.01411 (81113024)
552658.00 3739225.00 0.01457 (81113024) 552758.00 3739225.00 0.01475 (81113024)
552858.00 3739225.00 0.01608 (81110224) 552958.00 3739225.00 0.01711 (81110224)
553058.00 3739225.00 0.01800 (81110224) 553158.00 3739225.00 0.01892 (81110224)
553258.00 3739225.00 0.01986 (81110224) 553358.00 3739225.00 0.02076 (81110224)
553458.00 3739225.00 0.02151 (81110224) 553558.00 3739225.00 0.02199 (81021624)

Page 53 ends

12-1532

SECTION_24_PM2.5
553658.00 3739225.00 0.02433 (81021624) 553758.00 3739225.00 0.02725 (81021624)
553858.00 3739225.00 0.03049 (81021624) 553958.00 3739225.00 0.03361 (81021624)
554058.00 3739225.00 0.03623 (81021624) 554158.00 3739225.00 0.03815 (81021624)
554258.00 3739225.00 0.03938 (81021624) 554358.00 3739225.00 0.04003 (81021624)
554458.00 3739225.00 0.04163 (81011324) 554558.00 3739225.00 0.04404 (81011324)
554658.00 3739225.00 0.04612 (81011324) 554758.00 3739225.00 0.04775 (81011324)
554858.00 3739225.00 0.04870 (81011324) 554958.00 3739225.00 0.04986 (81111624)
555058.00 3739225.00 0.05090 (81111624) 555158.00 3739225.00 0.05138 (81011424)
555258.00 3739225.00 0.05420 (81011424) 555358.00 3739225.00 0.05618 (81011424)
555458.00 3739225.00 0.05689 (81011424) 555558.00 3739225.00 0.05609 (81011424)
555658.00 3739225.00 0.05393 (81011424) 555758.00 3739225.00 0.05087 (81011424)
555858.00 3739225.00 0.04736 (81011424) 555958.00 3739225.00 0.04651 (81121824)
556058.00 3739225.00 0.04511 (81121824) 556158.00 3739225.00 0.04307 (81121824)
556258.00 3739225.00 0.04046 (81121824) 556358.00 3739225.00 0.03745 (81121824)
556458.00 3739225.00 0.03582 (81101624) 556558.00 3739225.00 0.03519 (81101624)
551758.00 3739325.00 0.00583 (81113024) 551858.00 3739325.00 0.00674 (81113024)
551958.00 3739325.00 0.00774 (81113024) 552058.00 3739325.00 0.00884 (81113024)
552158.00 3739325.00 0.01000 (81113024) 552258.00 3739325.00 0.01119 (81113024)
552358.00 3739325.00 0.01236 (81113024) 552458.00 3739325.00 0.01344 (81113024)
552558.00 3739325.00 0.01437 (81113024) 552658.00 3739325.00 0.01508 (81113024)
552758.00 3739325.00 0.01552 (81113024) 552858.00 3739325.00 0.01623 (81110224)
552958.00 3739325.00 0.01757 (81110224) 553058.00 3739325.00 0.01868 (81110224)
553158.00 3739325.00 0.01977 (81110224) 553258.00 3739325.00 0.02090 (81110224)
553358.00 3739325.00 0.02200 (81110224) 553458.00 3739325.00 0.02294 (81110224)
553558.00 3739325.00 0.02342 (81110224) 553658.00 3739325.00 0.02616 (81021624)
553758.00 3739325.00 0.02959 (81021624) 553858.00 3739325.00 0.03328 (81021624)
553958.00 3739325.00 0.03672 (81021624) 554058.00 3739325.00 0.03950 (81021624)
554158.00 3739325.00 0.04148 (81021624) 554258.00 3739325.00 0.04267 (81021624)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 37

CONC URBAN FLAT FLGPOL NOCALM

Page 54 ends

12-1533

SECTION_24_PM2.5
NOCMPL
*** THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION
VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L_SCAPE , C1 , C2
, C3 , C4 , C5 , C6 ,
C7 , C8 , C9 , C10 , C11 , C12 , C13 , C14 , C15 , C16 , C17 , C18 ,
C19 , C20 , C21 , C22 , C23 , C24 , C25 , C26 , C27 , C28 , C29 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF OTHER IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
554358.00 3739325.00 0.04325 (81021624) 554458.00 3739325.00 0.04539 (81011324)
554558.00 3739325.00 0.04793 (81011324) 554658.00 3739325.00 0.05007 (81011324)
554758.00 3739325.00 0.05168 (81011324) 554858.00 3739325.00 0.05251 (81011324)
554958.00 3739325.00 0.05414 (81121524) 555058.00 3739325.00 0.05457 (81121524)
555158.00 3739325.00 0.05664 (81011424) 555258.00 3739325.00 0.05917 (81011424)
555358.00 3739325.00 0.06060 (81011424) 555458.00 3739325.00 0.06044 (81011424)
555558.00 3739325.00 0.05861 (81011424) 555658.00 3739325.00 0.05547 (81011424)
555758.00 3739325.00 0.05159 (81011424) 555858.00 3739325.00 0.04957 (81121824)
555958.00 3739325.00 0.04799 (81121824) 556058.00 3739325.00 0.04575 (81121824)
556158.00 3739325.00 0.04291 (81121824) 556258.00 3739325.00 0.03961 (81121824)
556358.00 3739325.00 0.03810 (81101624) 556458.00 3739325.00 0.03726 (81101624)
556558.00 3739325.00 0.03607 (81101624) 551758.00 3739425.00 0.00525 (81113024)
551858.00 3739425.00 0.00613 (81113024) 551958.00 3739425.00 0.00713 (81113024)
552058.00 3739425.00 0.00823 (81113024) 552158.00 3739425.00 0.00944 (81113024)
552258.00 3739425.00 0.01072 (81113024) 552358.00 3739425.00 0.01203 (81113024)
552458.00 3739425.00 0.01331 (81113024) 552558.00 3739425.00 0.01448 (81113024)
552658.00 3739425.00 0.01546 (81113024) 552758.00 3739425.00 0.01618 (81113024)
552858.00 3739425.00 0.01660 (81113024) 552958.00 3739425.00 0.01793 (81110224)
553058.00 3739425.00 0.01934 (81110224) 553158.00 3739425.00 0.02065 (81110224)
553258.00 3739425.00 0.02201 (81110224) 553358.00 3739425.00 0.02335 (81110224)
553458.00 3739425.00 0.02450 (81110224) 553558.00 3739425.00 0.02509 (81110224)

Page 55 ends

12-1534

SECTION_24_PM2.5
553658.00 3739425.00 0.02832 (81021624) 553758.00 3739425.00 0.03233 (81021624)
553858.00 3739425.00 0.03649 (81021624) 553958.00 3739425.00 0.04021 (81021624)
554058.00 3739425.00 0.04316 (81021624) 554158.00 3739425.00 0.04522 (81021624)
554258.00 3739425.00 0.04644 (81021624) 554358.00 3739425.00 0.04699 (81021624)
554458.00 3739425.00 0.04968 (81011324) 554558.00 3739425.00 0.05231 (81011324)
554658.00 3739425.00 0.05447 (81011324) 554758.00 3739425.00 0.05603 (81011324)
554858.00 3739425.00 0.05772 (81121524) 554958.00 3739425.00 0.05919 (81121524)
555058.00 3739425.00 0.05992 (81121824) 555158.00 3739425.00 0.06224 (81011424)
555258.00 3739425.00 0.06434 (81011424) 555358.00 3739425.00 0.06498 (81011424)
555458.00 3739425.00 0.06370 (81011424) 555558.00 3739425.00 0.06067 (81011424)
555658.00 3739425.00 0.05648 (81011424) 555758.00 3739425.00 0.05314 (81121824)
555858.00 3739425.00 0.05130 (81121824) 555958.00 3739425.00 0.04879 (81121824)
556058.00 3739425.00 0.04566 (81121824) 556158.00 3739425.00 0.04204 (81121824)
556258.00 3739425.00 0.04058 (81101624) 556358.00 3739425.00 0.03948 (81101624)
556458.00 3739425.00 0.03803 (81101624) 556558.00 3739425.00 0.03630 (81101624)
551758.00 3739525.00 0.00575 (81011124) 551858.00 3739525.00 0.00551 (81113024)
551958.00 3739525.00 0.00648 (81113024) 552058.00 3739525.00 0.00757 (81113024)
552158.00 3739525.00 0.00879 (81113024) 552258.00 3739525.00 0.01012 (81113024)
552358.00 3739525.00 0.01154 (81113024) 552458.00 3739525.00 0.01298 (81113024)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 38

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Page 56 ends

12-1535

SECTION_24_PM2.5

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
552558.00 3739525.00 0.01438 (81113024) 552658.00 3739525.00 0.01565 (81113024)
552758.00 3739525.00 0.01670 (81113024) 552858.00 3739525.00 0.01745 (81113024)
552958.00 3739525.00 0.01813 (81110224) 553058.00 3739525.00 0.01995 (81110224)
553158.00 3739525.00 0.02155 (81110224) 553258.00 3739525.00 0.02318 (81110224)
553358.00 3739525.00 0.02482 (81110224) 553458.00 3739525.00 0.02622 (81110224)
553558.00 3739525.00 0.02694 (81110224) 553658.00 3739525.00 0.03092 (81021624)
553758.00 3739525.00 0.03558 (81021624) 553858.00 3739525.00 0.04019 (81021624)
553958.00 3739525.00 0.04418 (81021624) 554058.00 3739525.00 0.04729 (81021624)
554158.00 3739525.00 0.04948 (81021624) 554258.00 3739525.00 0.05079 (81021624)
554358.00 3739525.00 0.05145 (81011324) 554458.00 3739525.00 0.05456 (81011324)
554558.00 3739525.00 0.05723 (81011324) 554658.00 3739525.00 0.05940 (81011324)
554758.00 3739525.00 0.06126 (81121524) 554858.00 3739525.00 0.06357 (81121524)
554958.00 3739525.00 0.06471 (81121524) 555058.00 3739525.00 0.06676 (81121824)
555158.00 3739525.00 0.06818 (81121824) 555258.00 3739525.00 0.06965 (81011424)
555358.00 3739525.00 0.06919 (81011424) 555458.00 3739525.00 0.06652 (81011424)
555558.00 3739525.00 0.06214 (81011424) 555658.00 3739525.00 0.05741 (81121824)
555758.00 3739525.00 0.05514 (81121824) 555858.00 3739525.00 0.05228 (81121824)
555958.00 3739525.00 0.04879 (81121824) 556058.00 3739525.00 0.04478 (81121824)
556158.00 3739525.00 0.04328 (81101624) 556258.00 3739525.00 0.04187 (81101624)
556358.00 3739525.00 0.04011 (81101624) 556458.00 3739525.00 0.03807 (81101624)
556558.00 3739525.00 0.03580 (81101624) 551758.00 3739625.00 0.00672 (81011124)
551858.00 3739625.00 0.00656 (81011124) 551958.00 3739625.00 0.00634 (81011124)
552058.00 3739625.00 0.00687 (81113024) 552158.00 3739625.00 0.00808 (81113024)
552258.00 3739625.00 0.00943 (81113024) 552358.00 3739625.00 0.01090 (81113024)
552458.00 3739625.00 0.01247 (81113024) 552558.00 3739625.00 0.01407 (81113024)
552658.00 3739625.00 0.01562 (81113024) 552758.00 3739625.00 0.01701 (81113024)
552858.00 3739625.00 0.01816 (81113024) 552958.00 3739625.00 0.01895 (81113024)
553058.00 3739625.00 0.02046 (81110224) 553158.00 3739625.00 0.02246 (81110224)
553258.00 3739625.00 0.02443 (81110224) 553358.00 3739625.00 0.02643 (81110224)
553458.00 3739625.00 0.02815 (81110224) 553558.00 3739625.00 0.02926 (81021624)

Page 57 ends

12-1536

SECTION_24_PM2.5
553658.00 3739625.00 0.03410 (81021624) 553758.00 3739625.00 0.03948 (81021624)
553858.00 3739625.00 0.04452 (81021624) 553958.00 3739625.00 0.04876 (81021624)
554058.00 3739625.00 0.05206 (81021624) 554158.00 3739625.00 0.05442 (81021624)
554258.00 3739625.00 0.05584 (81021624) 554358.00 3739625.00 0.05696 (81011324)
554458.00 3739625.00 0.06012 (81011324) 554558.00 3739625.00 0.06282 (81011324)
554658.00 3739625.00 0.06501 (81121524) 554758.00 3739625.00 0.06798 (81121524)
554858.00 3739625.00 0.07007 (81121524) 554958.00 3739625.00 0.07150 (81121824)
555058.00 3739625.00 0.07423 (81121824) 555158.00 3739625.00 0.07477 (81121824)
555258.00 3739625.00 0.07501 (81011424) 555358.00 3739625.00 0.07304 (81011424)
555458.00 3739625.00 0.06870 (81011424) 555558.00 3739625.00 0.06284 (81011424)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 39

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
555658.00 3739625.00 0.05972 (81121824) 555758.00 3739625.00 0.05634 (81121824)
555858.00 3739625.00 0.05236 (81121824) 555958.00 3739625.00 0.04789 (81121824)
556058.00 3739625.00 0.04624 (81101624) 556158.00 3739625.00 0.04445 (81101624)
556258.00 3739625.00 0.04231 (81101624) 556358.00 3739625.00 0.03990 (81101624)
556458.00 3739625.00 0.03728 (81101624) 556558.00 3739625.00 0.03454 (81101624)
551758.00 3739725.00 0.00756 (81011124) 551858.00 3739725.00 0.00752 (81011124)
551958.00 3739725.00 0.00742 (81011124) 552058.00 3739725.00 0.00727 (81011124)
552158.00 3739725.00 0.00733 (81113024) 552258.00

Page 58 ends

12-1537

SECTION_24_PM2.5
3739725.00 0.00867 (81113024)
552358.00 3739725.00 0.01016 (81113024) 552458.00 3739725.00 0.01180 (81113024)
552558.00 3739725.00 0.01354 (81113024) 552658.00 3739725.00 0.01532 (81113024)
552758.00 3739725.00 0.01706 (81113024) 552858.00 3739725.00 0.01864 (81113024)
552958.00 3739725.00 0.01992 (81113024) 553058.00 3739725.00 0.02081 (81113024)
553158.00 3739725.00 0.02335 (81110224) 553258.00 3739725.00 0.02576 (81110224)
553358.00 3739725.00 0.02823 (81110224) 553458.00 3739725.00 0.03035 (81110224)
553558.00 3739725.00 0.03216 (81021624) 553658.00 3739725.00 0.03806 (81021624)
553758.00 3739725.00 0.04419 (81021624) 553858.00 3739725.00 0.04965 (81021624)
553958.00 3739725.00 0.05416 (81021624) 554058.00 3739725.00 0.05769 (81021624)
554158.00 3739725.00 0.06021 (81021624) 554258.00 3739725.00 0.06169 (81021624)
554358.00 3739725.00 0.06334 (81011324) 554458.00 3739725.00 0.06657 (81011324)
554558.00 3739725.00 0.06933 (81011324) 554658.00 3739725.00 0.07275 (81121524)
554758.00 3739725.00 0.07555 (81121524) 554858.00 3739725.00 0.07735 (81121524)
554958.00 3739725.00 0.08031 (81121824) 555058.00 3739725.00 0.08246 (81121824)
555158.00 3739725.00 0.08177 (81121824) 555258.00 3739725.00 0.08024 (81011424)
555358.00 3739725.00 0.07628 (81011424) 555458.00 3739725.00 0.06998 (81011424)
555558.00 3739725.00 0.06532 (81121824) 555658.00 3739725.00 0.06113 (81121824)
555758.00 3739725.00 0.05652 (81011024) 555858.00 3739725.00 0.05166 (81011024)
555958.00 3739725.00 0.04949 (81101624) 556058.00 3739725.00 0.04722 (81101624)
556158.00 3739725.00 0.04462 (81101624) 556258.00 3739725.00 0.04178 (81101624)
556358.00 3739725.00 0.03876 (81101624) 556458.00 3739725.00 0.03564 (81101624)
556558.00 3739725.00 0.03253 (81101624) 551758.00 3739825.00 0.00820 (81011124)
551858.00 3739825.00 0.00828 (81011124) 551958.00 3739825.00 0.00833 (81011124)
552058.00 3739825.00 0.00832 (81011124) 552158.00 3739825.00 0.00826 (81011124)
552258.00 3739825.00 0.00813 (81011124) 552358.00 3739825.00 0.00935 (81113024)
552458.00 3739825.00 0.01101 (81113024) 552558.00 3739825.00 0.01283 (81113024)
552658.00 3739825.00 0.01477 (81113024) 552758.00 3739825.00 0.01679 (81113024)
552858.00 3739825.00 0.01880 (81113024) 552958.00 3739825.00 0.02064 (81113024)
553058.00 3739825.00 0.02213 (81113024) 553158.00 3739825.00 0.02414 (81110224)
553258.00 3739825.00 0.02719 (81110224) 553358.00 3739825.00 0.03027 (81110224)
553458.00 3739825.00 0.03290 (81110224) 553558.00 3739825.00 0.03591 (81021624)

Page 59 ends

12-1538

SECTION_24_PM2.5
553658.00 3739825.00 0.04309 (81021624) 553758.00 3739825.00 0.05000 (81021624)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 40

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
553858.00 3739825.00 0.05590 (81021624) 553958.00 3739825.00 0.06074 (81021624)
554058.00 3739825.00 0.06447 (81021624) 554158.00 3739825.00 0.06705 (81021624)
554258.00 3739825.00 0.06851 (81021624) 554358.00 3739825.00 0.07093 (81011324)
554458.00 3739825.00 0.07438 (81121524) 554558.00 3739825.00 0.07833 (81121524)
554658.00 3739825.00 0.08167 (81121524) 554758.00 3739825.00 0.08425 (81121524)
554858.00 3739825.00 0.08695 (81121824) 554958.00 3739825.00 0.09035 (81121824)
555058.00 3739825.00 0.09163 (81121824) 555158.00 3739825.00 0.08922 (81121824)
555258.00 3739825.00 0.08506 (81011424) 555358.00 3739825.00 0.07855 (81011424)
555458.00 3739825.00 0.07240 (81121824) 555558.00 3739825.00 0.06728 (81011024)
555658.00 3739825.00 0.06228 (81011024) 555758.00 3739825.00 0.05674 (81011024)
555858.00 3739825.00 0.05307 (81101624) 555958.00 3739825.00 0.05019 (81101624)
556058.00 3739825.00 0.04705 (81101624) 556158.00 3739825.00 0.04370 (81101624)
556258.00 3739825.00 0.04022 (81101624) 556358.00 3739825.00 0.03671 (81101624)
556458.00 3739825.00 0.03324 (81101624) 556558.00 3739825.00 0.03085 (81011824)
551758.00 3739925.00 0.00857 (81011124) 551858.00 3739925.00 0.00877 (81011124)
551958.00 3739925.00 0.00895 (81011124) 552058.00 3739925.00 0.00911 (81011124)
552158.00 3739925.00 0.00923 (81011124) 552258.00

Page 60 ends

12-1539

SECTION_24_PM2.5
3739925.00 0.00929 (81011124)
552358.00 3739925.00 0.00930 (81011124) 552458.00 3739925.00 0.01014 (81113024)
552558.00 3739925.00 0.01199 (81113024) 552658.00 3739925.00 0.01402 (81113024)
552758.00 3739925.00 0.01623 (81113024) 552858.00 3739925.00 0.01857 (81113024)
552958.00 3739925.00 0.02097 (81113024) 553058.00 3739925.00 0.02323 (81113024)
553158.00 3739925.00 0.02505 (81113024) 553258.00 3739925.00 0.02870 (81110224)
553358.00 3739925.00 0.03264 (81110224) 553458.00 3739925.00 0.03596 (81110224)
553558.00 3739925.00 0.04096 (81021624) 553658.00 3739925.00 0.04962 (81021624)
553758.00 3739925.00 0.05736 (81021624) 553858.00 3739925.00 0.06380 (81021624)
553958.00 3739925.00 0.06892 (81021624) 554058.00 3739925.00 0.07272 (81021624)
554158.00 3739925.00 0.07526 (81021624) 554258.00 3739925.00 0.07725 (81122524)
554358.00 3739925.00 0.08071 (81121524) 554458.00 3739925.00 0.08521 (81121524)
554558.00 3739925.00 0.08906 (81121524) 554658.00 3739925.00 0.09224 (81121524)
554758.00 3739925.00 0.09506 (81121824) 554858.00 3739925.00 0.09914 (81121824)
554958.00 3739925.00 0.10205 (81121824) 555058.00 3739925.00 0.10197 (81121824)
555158.00 3739925.00 0.09708 (81121824) 555258.00 3739925.00 0.08953 (81121824)
555358.00 3739925.00 0.08170 (81121824) 555458.00 3739925.00 0.07489 (81011024)
555558.00 3739925.00 0.06907 (81011024) 555658.00 3739925.00 0.06265 (81011024)
555758.00 3739925.00 0.05702 (81101624) 555858.00 3739925.00 0.05338 (81101624)
555958.00 3739925.00 0.04958 (81101624) 556058.00 3739925.00 0.04566 (81101624)
556158.00 3739925.00 0.04168 (81101624) 556258.00 3739925.00 0.03796 (81011824)
556358.00 3739925.00 0.03588 (81011824) 556458.00 3739925.00 0.03398 (81011824)
556558.00 3739925.00 0.03230 (81011824) 551758.00 3740025.00 0.00870 (81011124)
551858.00 3740025.00 0.00898 (81011124) 551958.00 3740025.00 0.00926 (81011124)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 41

Page 61 ends

12-1540

SECTION_24_PM2.5
, C27 , C28 , C29 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF OTHER IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
552058.00 3740025.00 0.00955 (81011124) 552158.00 3740025.00 0.00982 (81011124)
552258.00 3740025.00 0.01008 (81011124) 552358.00 3740025.00 0.01031 (81011124)
552458.00 3740025.00 0.01049 (81011124) 552558.00 3740025.00 0.01106 (81113024)
552658.00 3740025.00 0.01314 (81113024) 552758.00 3740025.00 0.01544 (81113024)
552858.00 3740025.00 0.01798 (81113024) 552958.00 3740025.00 0.02080 (81113024)
553058.00 3740025.00 0.02385 (81113024) 553158.00 3740025.00 0.02680 (81113024)
553258.00 3740025.00 0.03022 (81110224) 553358.00 3740025.00 0.03549 (81110224)
553458.00 3740025.00 0.03977 (81110224) 553558.00 3740025.00 0.04806 (81021624)
553658.00 3740025.00 0.05845 (81021624) 553758.00 3740025.00 0.06717 (81021624)
553858.00 3740025.00 0.07410 (81021624) 553958.00 3740025.00 0.07933 (81021624)
554058.00 3740025.00 0.08377 (81030124) 554158.00 3740025.00 0.08715 (81030124)
554258.00 3740025.00 0.08965 (81030124) 554358.00 3740025.00 0.09415 (81121524)
554458.00 3740025.00 0.09861 (81121524) 554558.00 3740025.00 0.10239 (81121524)
554658.00 3740025.00 0.10581 (81121824) 554758.00 3740025.00 0.11023 (81121824)
554858.00 3740025.00 0.11399 (81121824) 554958.00 3740025.00 0.11607 (81121824)
555058.00 3740025.00 0.11372 (81121824) 555158.00 3740025.00 0.10517 (81121824)
555258.00 3740025.00 0.09442 (81121824) 555358.00 3740025.00 0.08421 (81011024)
555458.00 3740025.00 0.07718 (81011024) 555558.00 3740025.00 0.06957 (81011024)
555658.00 3740025.00 0.06181 (81011024) 555758.00 3740025.00 0.05679 (81101624)
555858.00 3740025.00 0.05222 (81101624) 555958.00 3740025.00 0.04781 (81011824)
556058.00 3740025.00 0.04494 (81011824) 556158.00 3740025.00 0.04215 (81011824)
556258.00 3740025.00 0.03956 (81011824) 556358.00 3740025.00 0.03723 (81011824)
556458.00 3740025.00 0.03517 (81011824) 556558.00 3740025.00 0.03336 (81011824)
551758.00 3740125.00 0.00866 (81011124) 551858.00 3740125.00 0.00899 (81011124)
551958.00 3740125.00 0.00933 (81011124) 552058.00 3740125.00 0.00969 (81011124)
552158.00 3740125.00 0.01006 (81011124) 552258.00

Page 62 ends

12-1541

SECTION_24_PM2.5
3740125.00 0.01045 (81011124)
552358.00 3740125.00 0.01085 (81011124) 552458.00 3740125.00 0.01126 (81011124)
552558.00 3740125.00 0.01166 (81011124) 552658.00 3740125.00 0.01216 (81113024)
552758.00 3740125.00 0.01451 (81113024) 552858.00 3740125.00 0.01714 (81113024)
552958.00 3740125.00 0.02016 (81113024) 553058.00 3740125.00 0.02375 (81113024)
553158.00 3740125.00 0.02797 (81113024) 553258.00 3740125.00 0.03211 (81113024)
553358.00 3740125.00 0.03904 (81110224) 553458.00 3740125.00 0.04487 (81110224)
553558.00 3740125.00 0.05876 (81021624) 553658.00 3740125.00 0.07128 (81021624)
553758.00 3740125.00 0.08089 (81021624) 553858.00 3740125.00 0.08965 (81030124)
553958.00 3740125.00 0.09610 (81030124) 554058.00 3740125.00 0.10080 (81030124)
554158.00 3740125.00 0.10425 (81030124) 554258.00 3740125.00 0.10676 (81121524)
554358.00 3740125.00 0.11196 (81121524) 554458.00 3740125.00 0.11642 (81121524)
554558.00 3740125.00 0.12093 (81121824) 554658.00 3740125.00 0.12576 (81121824)
554758.00 3740125.00 0.12988 (81121824) 554858.00 3740125.00 0.13309 (81121824)
554958.00 3740125.00 0.13365 (81121824) 555058.00 3740125.00 0.12696 (81121824)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 42

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
555158.00 3740125.00 0.11263 (81121824) 555258.00 3740125.00 0.09674 (81121824)
555358.00 3740125.00 0.08706 (81011024) 555458.00 3740125.00 0.07769 (81011024)
555558.00 3740125.00 0.06832 (81011024) 555658.00 3740125.00 0.06100 (81011824)

Page 63 ends

12-1542

SECTION_24_PM2.5
555758.00 3740125.00 0.05744 (81011824) 555858.00 3740125.00 0.05369 (81011824)
555958.00 3740125.00 0.04996 (81011824) 556058.00 3740125.00 0.04643 (81011824)
556158.00 3740125.00 0.04321 (81011824) 556258.00 3740125.00 0.04035 (81011824)
556358.00 3740125.00 0.03785 (81011824) 556458.00 3740125.00 0.03568 (81011824)
556558.00 3740125.00 0.03377 (81011824) 551758.00 3740225.00 0.00858 (81011124)
551858.00 3740225.00 0.00894 (81011124) 551958.00 3740225.00 0.00931 (81011124)
552058.00 3740225.00 0.00971 (81011124) 552158.00 3740225.00 0.01013 (81011124)
552258.00 3740225.00 0.01058 (81011124) 552358.00 3740225.00 0.01107 (81011124)
552458.00 3740225.00 0.01159 (81011124) 552558.00 3740225.00 0.01217 (81011124)
552658.00 3740225.00 0.01279 (81011124) 552758.00 3740225.00 0.01348 (81113024)
552858.00 3740225.00 0.01617 (81113024) 552958.00 3740225.00 0.01929 (81113024)
553058.00 3740225.00 0.02308 (81113024) 553158.00 3740225.00 0.02803 (81113024)
553258.00 3740225.00 0.03466 (81113024) 553358.00 3740225.00 0.04366 (81110224)
553458.00 3740225.00 0.05665 (81021624) 553558.00 3740225.00 0.07714 (81021624)
553658.00 3740225.00 0.09293 (81030124) 553758.00 3740225.00 0.10613 (81030124)
553858.00 3740225.00 0.11538 (81030124) 553958.00 3740225.00 0.12193 (81030124)
554058.00 3740225.00 0.12666 (81030124) 554158.00 3740225.00 0.13008 (81030124)
554258.00 3740225.00 0.13324 (81121524) 554358.00 3740225.00 0.13851 (81121824)
554458.00 3740225.00 0.14456 (81121824) 554558.00 3740225.00 0.14990 (81121824)
554658.00 3740225.00 0.15451 (81121824) 554758.00 3740225.00 0.15824 (81121824)
554858.00 3740225.00 0.16061 (81121824) 554958.00 3740225.00 0.15768 (81121824)
555058.00 3740225.00 0.14090 (81121824) 555158.00 3740225.00 0.11600 (81121824)
555258.00 3740225.00 0.09939 (81011024) 555358.00 3740225.00 0.08718 (81011024)
555458.00 3740225.00 0.07624 (81021324) 555558.00 3740225.00 0.06969 (81011824)
555658.00 3740225.00 0.06464 (81011824) 555758.00 3740225.00 0.05963 (81011824)
555858.00 3740225.00 0.05484 (81011824) 555958.00 3740225.00 0.05043 (81011824)
556058.00 3740225.00 0.04651 (81011824) 556158.00 3740225.00 0.04308 (81011824)
556258.00 3740225.00 0.04012 (81011824) 556358.00 3740225.00 0.03757 (81011824)
556458.00 3740225.00 0.03535 (81011824) 556558.00 3740225.00 0.03339 (81011824)
551758.00 3740325.00 0.00859 (81011124) 551858.00 3740325.00 0.00899 (81011124)
551958.00 3740325.00 0.00941 (81011124) 552058.00 3740325.00 0.00985 (81011124)
552158.00 3740325.00 0.01032 (81011124) 552258.00

Page 64 ends

12-1543

SECTION_24_PM2.5
3740325.00 0.01082 (81011124)
552358.00 3740325.00 0.01136 (81011124) 552458.00 3740325.00 0.01197 (81011124)
552558.00 3740325.00 0.01264 (81011124) 552658.00 3740325.00 0.01340 (81011124)
552758.00 3740325.00 0.01427 (81011124) 552858.00 3740325.00 0.01528 (81011124)
552958.00 3740325.00 0.01829 (81113024) 553058.00 3740325.00 0.02216 (81113024)
553158.00 3740325.00 0.02734 (81113024) 553258.00 3740325.00 0.03516 (81113024)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 43

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
555058.00 3740325.00 0.14741 (81121824) 555158.00 3740325.00 0.11664 (81021324)
555258.00 3740325.00 0.09935 (81021324) 555358.00 3740325.00 0.08566 (81011824)
555458.00 3740325.00 0.07824 (81011824) 555558.00 3740325.00 0.07140 (81011824)
555658.00 3740325.00 0.06499 (81011824) 555758.00 3740325.00 0.05909 (81011824)
555858.00 3740325.00 0.05380 (81011824) 555958.00 3740325.00 0.04919 (81011824)
556058.00 3740325.00 0.04523 (81011824) 556158.00 3740325.00 0.04184 (81011824)
556258.00 3740325.00 0.03895 (81011824) 556358.00 3740325.00 0.03645 (81011824)
556458.00 3740325.00 0.03425 (81011824) 556558.00 3740325.00 0.03230 (81011824)
551758.00 3740425.00 0.00881 (81011124) 551858.00 3740425.00 0.00928 (81011124)
551958.00 3740425.00 0.00978 (81011124) 552058.00 3740425.00 0.01030 (81011124)
552158.00 3740425.00 0.01085 (81011124) 552258.00 3740425.00 0.01145 (81011124)
552358.00 3740425.00 0.01210 (81011124) 552458.00 3740425.00 0.01284 (81011124)

Page 65 ends

12-1544

SECTION_24_PM2.5
552558.00 3740425.00 0.01367 (81011124) 552658.00 3740425.00 0.01464 (81011124)
552758.00 3740425.00 0.01579 (81011124) 552858.00 3740425.00 0.01720 (81011124)
552958.00 3740425.00 0.01900 (81011124) 553058.00 3740425.00 0.02148 (81011124)
553158.00 3740425.00 0.02651 (81113024) 553258.00 3740425.00 0.03483 (81113024)
555058.00 3740425.00 0.14420 (81121824) 555158.00 3740425.00 0.11523 (81021324)
555258.00 3740425.00 0.09649 (81021324) 555358.00 3740425.00 0.08604 (81011824)
555458.00 3740425.00 0.07744 (81011824) 555558.00 3740425.00 0.06967 (81011824)
555658.00 3740425.00 0.06269 (81011824) 555758.00 3740425.00 0.05657 (81011824)
555858.00 3740425.00 0.05132 (81011824) 555958.00 3740425.00 0.04686 (81011824)
556058.00 3740425.00 0.04309 (81011824) 556158.00 3740425.00 0.03989 (81011824)
556258.00 3740425.00 0.03713 (81011824) 556358.00 3740425.00 0.03473 (81011824)
556458.00 3740425.00 0.03260 (81011824) 556558.00 3740425.00 0.03067 (81011824)
551758.00 3740525.00 0.00921 (81011124) 551858.00 3740525.00 0.00979 (81011124)
551958.00 3740525.00 0.01039 (81011124) 552058.00 3740525.00 0.01103 (81011124)
552158.00 3740525.00 0.01171 (81011124) 552258.00 3740525.00 0.01245 (81011124)
552358.00 3740525.00 0.01327 (81011124) 552458.00 3740525.00 0.01420 (81011124)
552558.00 3740525.00 0.01528 (81011124) 552658.00 3740525.00 0.01658 (81011124)
552758.00 3740525.00 0.01818 (81011124) 552858.00 3740525.00 0.02028 (81011124)
552958.00 3740525.00 0.02316 (81011124) 553058.00 3740525.00 0.02736 (81011124)
553158.00 3740525.00 0.03380 (81011124) 553258.00 3740525.00 0.04467 (81011124)
555058.00 3740525.00 0.13943 (81021324) 555158.00 3740525.00 0.11099 (81021324)
555258.00 3740525.00 0.09441 (81011824) 555358.00 3740525.00 0.08369 (81011824)
555458.00 3740525.00 0.07434 (81011824) 555558.00 3740525.00 0.06614 (81011824)
555658.00 3740525.00 0.05911 (81011824) 555758.00 3740525.00 0.05318 (81011824)
555858.00 3740525.00 0.04821 (81011824) 555958.00 3740525.00 0.04404 (81011824)
556058.00 3740525.00 0.04053 (81011824) 556158.00 3740525.00 0.03816 (81121224)
556258.00 3740525.00 0.03628 (81121224) 556358.00 3740525.00 0.03458 (81121224)
556458.00 3740525.00 0.03302 (81121224) 556558.00 3740525.00 0.03158 (81121224)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 44

CONC URBAN FLAT FLGPOL NOCALM

Page 66 ends

12-1545

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
551758.00 3740625.00 0.00966 (81011124) 551858.00 3740625.00 0.01035 (81011124)
551958.00 3740625.00 0.01107 (81011124) 552058.00 3740625.00 0.01184 (81011124)
552158.00 3740625.00 0.01268 (81011124) 552258.00 3740625.00 0.01360 (81011124)
552358.00 3740625.00 0.01464 (81011124) 552458.00 3740625.00 0.01585 (81011124)
552558.00 3740625.00 0.01731 (81011124) 552658.00 3740625.00 0.01911 (81011124)
552758.00 3740625.00 0.02141 (81011124) 552858.00 3740625.00 0.02442 (81011124)
552958.00 3740625.00 0.02840 (81011124) 553058.00 3740625.00 0.03378 (81011124)
553158.00 3740625.00 0.04151 (81011124) 553258.00 3740625.00 0.05348 (81011124)
555058.00 3740625.00 0.13524 (81011024) 555158.00 3740625.00 0.10585 (81011824)
555258.00 3740625.00 0.09143 (81011824) 555358.00 3740625.00 0.07980 (81011824)
555458.00 3740625.00 0.06998 (81011824) 555558.00 3740625.00 0.06180 (81011824)
555658.00 3740625.00 0.05575 (81121224) 555758.00 3740625.00 0.05195 (81121224)
555858.00 3740625.00 0.04865 (81121224) 555958.00 3740625.00 0.04574 (81121224)
556058.00 3740625.00 0.04315 (81121224) 556158.00 3740625.00 0.04082 (81121224)
556258.00 3740625.00 0.03870 (81121224) 556358.00 3740625.00 0.03677 (81121224)
556458.00 3740625.00 0.03500 (81121224) 556558.00 3740625.00 0.03337 (81121224)
551758.00 3740725.00 0.01001 (81011124) 551858.00 3740725.00 0.01082 (81011124)
551958.00 3740725.00 0.01169 (81011124) 552058.00 3740725.00 0.01263 (81011124)
552158.00 3740725.00 0.01368 (81011124) 552258.00 3740725.00 0.01487 (81011124)
552358.00 3740725.00 0.01625 (81011124) 552458.00 3740725.00 0.01788 (81011124)
552558.00 3740725.00 0.01983 (81011124) 552658.00 3740725.00 0.02222 (81011124)

Page 67 ends

12-1546

SECTION_24_PM2.5
552758.00 3740725.00 0.02515 (81011124) 552858.00 3740725.00 0.02876 (81011124)
552958.00 3740725.00 0.03330 (81011124) 553058.00 3740725.00 0.03929 (81011124)
553158.00 3740725.00 0.04752 (81011124) 553258.00 3740725.00 0.05967 (81011124)
555058.00 3740725.00 0.13035 (81011024) 555158.00 3740725.00 0.10298 (81011824)
555258.00 3740725.00 0.08691 (81011824) 555358.00 3740725.00 0.07455 (81011824)
555458.00 3740725.00 0.06738 (81121224) 555558.00 3740725.00 0.06207 (81121224)
555658.00 3740725.00 0.05761 (81121224) 555758.00 3740725.00 0.05378 (81121224)
555858.00 3740725.00 0.05043 (81121224) 555958.00 3740725.00 0.04745 (81121224)
556058.00 3740725.00 0.04478 (81121224) 556158.00 3740725.00 0.04235 (81121224)
556258.00 3740725.00 0.04013 (81121224) 556358.00 3740725.00 0.03810 (81121224)
556458.00 3740725.00 0.03622 (81121224) 556558.00 3740725.00 0.03448 (81121224)
551758.00 3740825.00 0.01029 (81011124) 551858.00 3740825.00 0.01124 (81011124)
551958.00 3740825.00 0.01230 (81011124) 552058.00 3740825.00 0.01350 (81011124)
552158.00 3740825.00 0.01485 (81011124) 552258.00 3740825.00 0.01639 (81011124)
552358.00 3740825.00 0.01817 (81011124) 552458.00 3740825.00 0.02024 (81011124)
552558.00 3740825.00 0.02264 (81011124) 552658.00 3740825.00 0.02544 (81011124)
552758.00 3740825.00 0.02871 (81011124) 552858.00 3740825.00 0.03263 (81011124)
552958.00 3740825.00 0.03751 (81011124) 553058.00 3740825.00 0.04378 (81011124)
553158.00 3740825.00 0.05211 (81011124) 553258.00 3740825.00 0.06420 (81011124)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 45

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Page 68 ends

12-1547

SECTION_24_PM2.5

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
555058.00 3740825.00 0.12232 (81011824) 555158.00 3740825.00 0.09770 (81011824)
555258.00 3740825.00 0.08229 (81121224) 555358.00 3740825.00 0.07399 (81121224)
555458.00 3740825.00 0.06751 (81121224) 555558.00 3740825.00 0.06223 (81121224)
555658.00 3740825.00 0.05781 (81121224) 555758.00 3740825.00 0.05401 (81121224)
555858.00 3740825.00 0.05069 (81121224) 555958.00 3740825.00 0.04774 (81121224)
556058.00 3740825.00 0.04508 (81121224) 556158.00 3740825.00 0.04267 (81121224)
556258.00 3740825.00 0.04045 (81121224) 556358.00 3740825.00 0.03841 (81121224)
556458.00 3740825.00 0.03651 (81121224) 556558.00 3740825.00 0.03473 (81121224)
551758.00 3740925.00 0.01062 (81011124) 551858.00 3740925.00 0.01176 (81011124)
551958.00 3740925.00 0.01306 (81011124) 552058.00 3740925.00 0.01454 (81011124)
552158.00 3740925.00 0.01621 (81011124) 552258.00 3740925.00 0.01809 (81011124)
552358.00 3740925.00 0.02022 (81011124) 552458.00 3740925.00 0.02260 (81011124)
552558.00 3740925.00 0.02527 (81011124) 552658.00 3740925.00 0.02829 (81011124)
552758.00 3740925.00 0.03177 (81011124) 552858.00 3740925.00 0.03593 (81011124)
552958.00 3740925.00 0.04100 (81011124) 553058.00 3740925.00 0.04733 (81011124)
553158.00 3740925.00 0.05558 (81011124) 553258.00 3740925.00 0.06750 (81011124)
555058.00 3740925.00 0.11396 (81011824) 555158.00 3740925.00 0.09178 (81121224)
555258.00 3740925.00 0.08059 (81121224) 555358.00 3740925.00 0.07244 (81121224)
555458.00 3740925.00 0.06610 (81121224) 555558.00 3740925.00 0.06096 (81121224)
555658.00 3740925.00 0.05664 (81121224) 555758.00 3740925.00 0.05294 (81121224)
555858.00 3740925.00 0.04970 (81121224) 555958.00 3740925.00 0.04682 (81121224)
556058.00 3740925.00 0.04423 (81121224) 556158.00 3740925.00 0.04187 (81121224)
556258.00 3740925.00 0.03970 (81121224) 556358.00 3740925.00 0.03770 (81121224)
556458.00 3740925.00 0.03584 (81121224) 556558.00 3740925.00 0.03410 (81121224)
551758.00 3741025.00 0.01115 (81011124) 551858.00 3741025.00 0.01247 (81011124)
551958.00 3741025.00 0.01398 (81011124) 552058.00 3741025.00 0.01568 (81011124)
552158.00 3741025.00 0.01759 (81011124) 552258.00 3741025.00 0.01971 (81011124)
552358.00 3741025.00 0.02204 (81011124) 552458.00 3741025.00 0.02459 (81011124)
552558.00 3741025.00 0.02742 (81011124) 552658.00 3741025.00 0.03059 (81011124)
552758.00 3741025.00 0.03425 (81011124) 552858.00 3741025.00 0.03856 (81011124)

Page 69 ends

12-1548

SECTION_24_PM2.5
552958.00 3741025.00 0.04369 (81011124) 553058.00 3741025.00 0.04996 (81011124)
553158.00 3741025.00 0.05806 (81011124) 553258.00 3741025.00 0.06977 (81011124)
555058.00 3741025.00 0.10268 (81121224) 555158.00 3741025.00 0.08699 (81121224)
555258.00 3741025.00 0.07671 (81121224) 555358.00 3741025.00 0.06918 (81121224)
555458.00 3741025.00 0.06327 (81121224) 555558.00 3741025.00 0.05843 (81121224)
555658.00 3741025.00 0.05434 (81121224) 555758.00 3741025.00 0.05080 (81121224)
555858.00 3741025.00 0.04768 (81121224) 555958.00 3741025.00 0.04491 (81121224)
556058.00 3741025.00 0.04240 (81121224) 556158.00 3741025.00 0.04013 (81121224)
556258.00 3741025.00 0.03804 (81121224) 556358.00 3741025.00 0.03612 (81121224)
556458.00 3741025.00 0.03433 (81121224) 556558.00 3741025.00 0.03268 (81121224)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 46

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
551758.00 3741125.00 0.01190 (81011124) 551858.00 3741125.00 0.01333 (81011124)
551958.00 3741125.00 0.01495 (81011124) 552058.00 3741125.00 0.01676 (81011124)
552158.00 3741125.00 0.01877 (81011124) 552258.00 3741125.00 0.02097 (81011124)
552358.00 3741125.00 0.02338 (81011124) 552458.00 3741125.00 0.02601 (81011124)
552558.00 3741125.00 0.02894 (81011124) 552658.00 3741125.00 0.03225 (81011124)
552758.00 3741125.00 0.03603 (81011124) 552858.00 3741125.00 0.04040 (81011124)
552958.00 3741125.00 0.04551 (81011124) 553058.00 3741125.00 0.05168 (81011124)
553158.00 3741125.00 0.05963 (81011124) 553258.00

Page 70 ends

12-1549

SECTION_24_PM2.5
3741125.00 0.07117 (81011124)
555058.00 3741125.00 0.09173 (81121224) 555158.00 3741125.00 0.07969 (81121224)
555258.00 3741125.00 0.07114 (81121224) 555358.00 3741125.00 0.06460 (81121224)
555458.00 3741125.00 0.05932 (81121224) 555558.00 3741125.00 0.05489 (81121224)
555658.00 3741125.00 0.05109 (81121224) 555758.00 3741125.00 0.04777 (81121224)
555858.00 3741125.00 0.04482 (81121224) 555958.00 3741125.00 0.04219 (81121224)
556058.00 3741125.00 0.03981 (81121224) 556158.00 3741125.00 0.03765 (81121224)
556258.00 3741125.00 0.03567 (81121224) 556358.00 3741125.00 0.03387 (81121224)
556458.00 3741125.00 0.03221 (81121224) 556558.00 3741125.00 0.03069 (81121224)
551758.00 3741225.00 0.01281 (81011124) 551858.00 3741225.00 0.01425 (81011124)
551958.00 3741225.00 0.01586 (81011124) 552058.00 3741225.00 0.01764 (81011124)
552158.00 3741225.00 0.01959 (81011124) 552258.00 3741225.00 0.02175 (81011124)
552358.00 3741225.00 0.02413 (81011124) 552458.00 3741225.00 0.02679 (81011124)
552558.00 3741225.00 0.02978 (81011124) 552658.00 3741225.00 0.03317 (81011124)
552758.00 3741225.00 0.03700 (81011124) 552858.00 3741225.00 0.04136 (81011124)
552958.00 3741225.00 0.04642 (81011124) 553058.00 3741225.00 0.05251 (81011124)
553158.00 3741225.00 0.06038 (81011124) 553258.00 3741225.00 0.07180 (81011124)
554958.00 3741225.00 0.09886 (81121224) 555058.00 3741225.00 0.08294 (81121224)
555158.00 3741225.00 0.07273 (81121224) 555258.00 3741225.00 0.06531 (81121224)
555358.00 3741225.00 0.05950 (81121224) 555458.00 3741225.00 0.05473 (81121224)
555558.00 3741225.00 0.05067 (81121224) 555658.00 3741225.00 0.04716 (81121224)
555758.00 3741225.00 0.04406 (81121224) 555858.00 3741225.00 0.04132 (81121224)
555958.00 3741225.00 0.03886 (81121224) 556058.00 3741225.00 0.03664 (81121224)
556158.00 3741225.00 0.03465 (81121224) 556258.00 3741225.00 0.03284 (81121224)
556358.00 3741225.00 0.03120 (81121224) 556458.00 3741225.00 0.02970 (81121224)
556558.00 3741225.00 0.02834 (81121224) 551758.00 3741325.00 0.01379 (81011124)
551858.00 3741325.00 0.01515 (81011124) 551958.00 3741325.00 0.01664 (81011124)
552058.00 3741325.00 0.01827 (81011124) 552158.00 3741325.00 0.02007 (81011124)
552258.00 3741325.00 0.02208 (81011124) 552358.00 3741325.00 0.02435 (81011124)
552458.00 3741325.00 0.02695 (81011124) 552558.00 3741325.00 0.02992 (81011124)
552658.00 3741325.00 0.03328 (81011124) 552758.00 3741325.00 0.03709 (81011124)
552858.00 3741325.00 0.04141 (81011124) 552958.00 3741325.00 0.04642 (81011124)

Page 71 ends

12-1550

SECTION_24_PM2.5
553058.00 3741325.00 0.05248 (81011124) 553158.00 3741325.00 0.06033 (81011124)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 47

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
553258.00 3741325.00 0.07174 (81011124) 554858.00 3741325.00 0.11859 (81122724)
554958.00 3741325.00 0.08729 (81122724) 555058.00 3741325.00 0.07429 (81121224)
555158.00 3741325.00 0.06577 (81121224) 555258.00 3741325.00 0.05929 (81121224)
555358.00 3741325.00 0.05407 (81121224) 555458.00 3741325.00 0.04970 (81121224)
555558.00 3741325.00 0.04597 (81121224) 555658.00 3741325.00 0.04274 (81121224)
555758.00 3741325.00 0.03989 (81121224) 555858.00 3741325.00 0.03738 (81121224)
555958.00 3741325.00 0.03514 (81121224) 556058.00 3741325.00 0.03315 (81121224)
556158.00 3741325.00 0.03136 (81121224) 556258.00 3741325.00 0.02976 (81121224)
556358.00 3741325.00 0.02832 (81121224) 556458.00 3741325.00 0.02702 (81121224)
556558.00 3741325.00 0.02584 (81121224) 551758.00 3741425.00 0.01478 (81011124)
551858.00 3741425.00 0.01600 (81011124) 551958.00 3741425.00 0.01732 (81011124)
552058.00 3741425.00 0.01876 (81011124) 552158.00 3741425.00 0.02036 (81011124)
552258.00 3741425.00 0.02217 (81011124) 552358.00 3741425.00 0.02425 (81011124)
552458.00 3741425.00 0.02666 (81011124) 552558.00 3741425.00 0.02945 (81011124)
552658.00 3741425.00 0.03266 (81011124) 552758.00 3741425.00 0.03634 (81011124)
552858.00 3741425.00 0.04057 (81011124) 552958.00 3741425.00 0.04554 (81011124)
553058.00 3741425.00 0.05160 (81011124) 553158.00

Page 72 ends

12-1551

SECTION_24_PM2.5
3741425.00 0.05947 (81011124)
553258.00 3741425.00 0.07093 (81011124) 554758.00 3741425.00 0.13352 (81122724)
554858.00 3741425.00 0.10253 (81122724) 554958.00 3741425.00 0.07699 (81122724)
555058.00 3741425.00 0.06617 (81121224) 555158.00 3741425.00 0.05869 (81121224)
555258.00 3741425.00 0.05289 (81121224) 555358.00 3741425.00 0.04818 (81121224)
555458.00 3741425.00 0.04424 (81121224) 555558.00 3741425.00 0.04088 (81121224)
555658.00 3741425.00 0.03797 (81121224) 555758.00 3741425.00 0.03544 (81121224)
555858.00 3741425.00 0.03322 (81121224) 555958.00 3741425.00 0.03126 (81121224)
556058.00 3741425.00 0.02953 (81121224) 556158.00 3741425.00 0.02800 (81121224)
556258.00 3741425.00 0.02662 (81121224) 556358.00 3741425.00 0.02539 (81121224)
556458.00 3741425.00 0.02428 (81121224) 556558.00 3741425.00 0.02327 (81121224)
551758.00 3741525.00 0.01571 (81011124) 551858.00 3741525.00 0.01679 (81011124)
551958.00 3741525.00 0.01795 (81011124) 552058.00 3741525.00 0.01922 (81011124)
552158.00 3741525.00 0.02063 (81011124) 552258.00 3741525.00 0.02223 (81011124)
552358.00 3741525.00 0.02408 (81011124) 552458.00 3741525.00 0.02621 (81011124)
552558.00 3741525.00 0.02868 (81011124) 552658.00 3741525.00 0.03155 (81011124)
552758.00 3741525.00 0.03493 (81011124) 552858.00 3741525.00 0.03895 (81011124)
552958.00 3741525.00 0.04380 (81011124) 553058.00 3741525.00 0.04982 (81011124)
553158.00 3741525.00 0.05770 (81011124) 553258.00 3741525.00 0.06922 (81011124)
554758.00 3741525.00 0.11684 (81122724) 554858.00 3741525.00 0.08712 (81122724)
554958.00 3741525.00 0.06679 (81122724) 555058.00 3741525.00 0.05761 (81121224)
555158.00 3741525.00 0.05112 (81121224) 555258.00 3741525.00 0.04600 (81121224)
555358.00 3741525.00 0.04184 (81121224) 555458.00 3741525.00 0.03839 (81121224)
555558.00 3741525.00 0.03548 (81121224) 555658.00 3741525.00 0.03299 (81121224)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 48

Page 73 ends

12-1552

SECTION_24_PM2.5
, C27 , C28 , C29 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF OTHER IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
555758.00 3741525.00 0.03085 (81121224) 555858.00 3741525.00 0.02899 (81121224)
555958.00 3741525.00 0.02735 (81121224) 556058.00 3741525.00 0.02591 (81121224)
556158.00 3741525.00 0.02463 (81121224) 556258.00 3741525.00 0.02348 (81121224)
556358.00 3741525.00 0.02245 (81121224) 556458.00 3741525.00 0.02152 (81121224)
556558.00 3741525.00 0.02067 (81121224) 551758.00 3741625.00 0.01652 (81011124)
551858.00 3741625.00 0.01750 (81011124) 551958.00 3741625.00 0.01855 (81011124)
552058.00 3741625.00 0.01970 (81011124) 552158.00 3741625.00 0.02098 (81011124)
552258.00 3741625.00 0.02242 (81011124) 552358.00 3741625.00 0.02405 (81011124)
552458.00 3741625.00 0.02590 (81011124) 552558.00 3741625.00 0.02801 (81011124)
552658.00 3741625.00 0.03045 (81011124) 552758.00 3741625.00 0.03335 (81011124)
552858.00 3741625.00 0.03689 (81011124) 552958.00 3741625.00 0.04135 (81011124)
553058.00 3741625.00 0.04710 (81011124) 553158.00 3741625.00 0.05487 (81011124)
553258.00 3741625.00 0.06636 (81011124) 554658.00 3741625.00 0.13010 (81122724)
554758.00 3741625.00 0.09801 (81122724) 554858.00 3741625.00 0.07328 (81122724)
554958.00 3741625.00 0.05658 (81122724) 555058.00 3741625.00 0.04839 (81121224)
555158.00 3741625.00 0.04288 (81121224) 555258.00 3741625.00 0.03857 (81121224)
555358.00 3741625.00 0.03512 (81121224) 555458.00 3741625.00 0.03230 (81121224)
555558.00 3741625.00 0.02995 (81121224) 555658.00 3741625.00 0.02795 (81121224)
555758.00 3741625.00 0.02624 (81121224) 555858.00 3741625.00 0.02475 (81121224)
555958.00 3741625.00 0.02345 (81121224) 556058.00 3741625.00 0.02229 (81121224)
556158.00 3741625.00 0.02125 (81121224) 556258.00 3741625.00 0.02032 (81121224)
556358.00 3741625.00 0.01948 (81121224) 556458.00 3741625.00 0.01872 (81121224)
556558.00 3741625.00 0.01802 (81121224) 551758.00 3741725.00 0.01714 (81011124)
551858.00 3741725.00 0.01805 (81011124) 551958.00 3741725.00 0.01904 (81011124)
552058.00 3741725.00 0.02013 (81011124) 552158.00 3741725.00 0.02134 (81011124)
552258.00 3741725.00 0.02268 (81011124) 552358.00

Page 74 ends

12-1553

SECTION_24_PM2.5
3741725.00 0.02417 (81011124)
552458.00 3741725.00 0.02581 (81011124) 552558.00 3741725.00 0.02765 (81011124)
552658.00 3741725.00 0.02972 (81011124) 552758.00 3741725.00 0.03214 (81011124)
552858.00 3741725.00 0.03506 (81011124) 552958.00 3741725.00 0.03877 (81011124)
553058.00 3741725.00 0.04376 (81011124) 553158.00 3741725.00 0.05089 (81011124)
553258.00 3741725.00 0.06197 (81011124) 554658.00 3741725.00 0.10727 (81122724)
554758.00 3741725.00 0.07927 (81122724) 554858.00 3741725.00 0.05995 (81122724)
554958.00 3741725.00 0.04659 (81122724) 555058.00 3741725.00 0.03832 (81121224)
555158.00 3741725.00 0.03407 (81121224) 555258.00 3741725.00 0.03080 (81121224)
555358.00 3741725.00 0.02822 (81121224) 555458.00 3741725.00 0.02612 (81121224)
555558.00 3741725.00 0.02438 (81121224) 555658.00 3741725.00 0.02290 (81121224)
555758.00 3741725.00 0.02162 (81121224) 555858.00 3741725.00 0.02050 (81121224)
555958.00 3741725.00 0.01952 (81121224) 556058.00 3741725.00 0.01864 (81121224)
556158.00 3741725.00 0.01785 (81121224) 556258.00 3741725.00 0.01714 (81121224)
556358.00 3741725.00 0.01650 (81121224) 556458.00 3741725.00 0.01591 (81121224)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 49

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
556558.00 3741725.00 0.01537 (81121224) 551758.00 3741825.00 0.01748 (81011124)
551858.00 3741825.00 0.01834 (81011124) 551958.00 3741825.00 0.01929 (81011124)
552058.00 3741825.00 0.02034 (81011124) 552158.00 3741825.00 0.02149 (81011124)

Page 75 ends

12-1554

SECTION_24_PM2.5
552258.00 3741825.00 0.02276 (81011124) 552358.00 3741825.00 0.02415 (81011124)
552458.00 3741825.00 0.02566 (81011124) 552558.00 3741825.00 0.02733 (81011124)
552658.00 3741825.00 0.02920 (81011124) 552758.00 3741825.00 0.03132 (81011124)
552858.00 3741825.00 0.03381 (81011124) 552958.00 3741825.00 0.03684 (81011124)
553058.00 3741825.00 0.04073 (81011124) 553158.00 3741825.00 0.04625 (81011124)
553258.00 3741825.00 0.05546 (81011124) 554658.00 3741825.00 0.08376 (81122724)
554758.00 3741825.00 0.06208 (81122724) 554858.00 3741825.00 0.04788 (81122724)
554958.00 3741825.00 0.03800 (81122724) 555058.00 3741825.00 0.03275 (81021924)
555158.00 3741825.00 0.03004 (81021924) 555258.00 3741825.00 0.02772 (81021924)
555358.00 3741825.00 0.02567 (81021924) 555458.00 3741825.00 0.02380 (81021924)
555558.00 3741825.00 0.02203 (81021924) 555658.00 3741825.00 0.02034 (81021924)
555758.00 3741825.00 0.01874 (81021924) 555858.00 3741825.00 0.01728 (81021924)
555958.00 3741825.00 0.01646 (81010824) 556058.00 3741825.00 0.01585 (81062024)
556158.00 3741825.00 0.01549 (81062024) 556258.00 3741825.00 0.01516 (81062024)
556358.00 3741825.00 0.01485 (81062024) 556458.00 3741825.00 0.01456 (81062024)
556558.00 3741825.00 0.01428 (81062024) 551758.00 3741925.00 0.01748 (81011124)
551858.00 3741925.00 0.01829 (81011124) 551958.00 3741925.00 0.01918 (81011124)
552058.00 3741925.00 0.02017 (81011124) 552158.00 3741925.00 0.02124 (81011124)
552258.00 3741925.00 0.02240 (81011124) 552358.00 3741925.00 0.02366 (81011124)
552458.00 3741925.00 0.02502 (81011124) 552558.00 3741925.00 0.02650 (81011124)
552658.00 3741925.00 0.02815 (81011124) 552758.00 3741925.00 0.03000 (81011124)
552858.00 3741925.00 0.03211 (81011124) 552958.00 3741925.00 0.03459 (81011124)
553058.00 3741925.00 0.03759 (81011124) 553158.00 3741925.00 0.04136 (81011124)
553258.00 3741925.00 0.04642 (81011124) 554658.00 3741925.00 0.06149 (81122724)
554758.00 3741925.00 0.04867 (81122724) 554858.00 3741925.00 0.03878 (81122724)
554958.00 3741925.00 0.03346 (81021924) 555058.00 3741925.00 0.03081 (81021924)
555158.00 3741925.00 0.02852 (81021924) 555258.00 3741925.00 0.02651 (81021924)
555358.00 3741925.00 0.02471 (81021924) 555458.00 3741925.00 0.02307 (81021924)
555558.00 3741925.00 0.02150 (81021924) 555658.00 3741925.00 0.01999 (81021924)
555758.00 3741925.00 0.01852 (81021924) 555858.00 3741925.00 0.01714 (81021924)
555958.00 3741925.00 0.01588 (81021924) 556058.00 3741925.00 0.01477 (81021924)
556158.00 3741925.00 0.01408 (81062024) 556258.00

Page 76 ends

12-1555

SECTION_24_PM2.5
3741925.00 0.01384 (81062024)
556358.00 3741925.00 0.01361 (81062024) 556458.00 3741925.00 0.01340 (81062024)
556558.00 3741925.00 0.01320 (81062024) 551758.00 3742025.00 0.01714 (81011124)
551858.00 3742025.00 0.01789 (81011124) 551958.00 3742025.00 0.01870 (81011124)
552058.00 3742025.00 0.01959 (81011124) 552158.00 3742025.00 0.02053 (81011124)
552258.00 3742025.00 0.02154 (81011124) 552358.00 3742025.00 0.02261 (81011124)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 50

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
552458.00 3742025.00 0.02375 (81011124) 552558.00 3742025.00 0.02496 (81011124)
554958.00 3742025.00 0.03024 (81112724) 555058.00 3742025.00 0.02694 (81021924)
555158.00 3742025.00 0.02553 (81021924) 555258.00 3742025.00 0.02416 (81021924)
555358.00 3742025.00 0.02284 (81021924) 555458.00 3742025.00 0.02157 (81021924)
555558.00 3742025.00 0.02033 (81021924) 555658.00 3742025.00 0.01909 (81021924)
555758.00 3742025.00 0.01785 (81021924) 555858.00 3742025.00 0.01663 (81021924)
555958.00 3742025.00 0.01547 (81021924) 556058.00 3742025.00 0.01441 (81021924)
556158.00 3742025.00 0.01348 (81021924) 556258.00 3742025.00 0.01269 (81021924)
556358.00 3742025.00 0.01224 (81062024) 556458.00 3742025.00 0.01210 (81062024)
556558.00 3742025.00 0.01198 (81062024) 551758.00 3742125.00 0.01658 (81011124)
551858.00 3742125.00 0.01725 (81011124) 551958.00 3742125.00 0.01798 (81011124)
552058.00 3742125.00 0.01874 (81011124) 552158.00 3742125.00 0.01954 (81011124)

Page 77 ends

12-1556

SECTION_24_PM2.5
552258.00 3742125.00 0.02037 (81011124) 552358.00 3742125.00 0.02122 (81011124)
552458.00 3742125.00 0.02207 (81011124) 552558.00 3742125.00 0.02292 (81011124)
554958.00 3742125.00 0.02968 (81112724) 555058.00 3742125.00 0.02551 (81112724)
555158.00 3742125.00 0.02219 (81112724) 555258.00 3742125.00 0.02049 (81021924)
555358.00 3742125.00 0.01979 (81021924) 555458.00 3742125.00 0.01903 (81021924)
555558.00 3742125.00 0.01823 (81021924) 555658.00 3742125.00 0.01738 (81021924)
555758.00 3742125.00 0.01647 (81021924) 555858.00 3742125.00 0.01552 (81021924)
555958.00 3742125.00 0.01456 (81021924) 556058.00 3742125.00 0.01364 (81021924)
556158.00 3742125.00 0.01280 (81021924) 556258.00 3742125.00 0.01205 (81021924)
556358.00 3742125.00 0.01142 (81021924) 556458.00 3742125.00 0.01089 (81021924)
556558.00 3742125.00 0.01071 (81062024) 551758.00 3742225.00 0.01593 (81011124)
551858.00 3742225.00 0.01652 (81011124) 551958.00 3742225.00 0.01713 (81011124)
552058.00 3742225.00 0.01775 (81011124) 552158.00 3742225.00 0.01837 (81011124)
552258.00 3742225.00 0.01896 (81011124) 552358.00 3742225.00 0.01952 (81011124)
552458.00 3742225.00 0.01999 (81011124) 552558.00 3742225.00 0.02035 (81011124)
554958.00 3742225.00 0.02903 (81112724) 555058.00 3742225.00 0.02527 (81112724)
555158.00 3742225.00 0.02219 (81112724) 555258.00 3742225.00 0.01962 (81112724)
555358.00 3742225.00 0.01750 (81112724) 555458.00 3742225.00 0.01604 (81021924)
555558.00 3742225.00 0.01558 (81021924) 555658.00 3742225.00 0.01507 (81021924)
555758.00 3742225.00 0.01449 (81021924) 555858.00 3742225.00 0.01383 (81021924)
555958.00 3742225.00 0.01313 (81021924) 556058.00 3742225.00 0.01241 (81021924)
556158.00 3742225.00 0.01171 (81021924) 556258.00 3742225.00 0.01107 (81021924)
556358.00 3742225.00 0.01050 (81021924) 556458.00 3742225.00 0.01002 (81021924)
556558.00 3742225.00 0.00970 (81101124) 551758.00 3742325.00 0.01520 (81011124)
551858.00 3742325.00 0.01566 (81011124) 551958.00 3742325.00 0.01612 (81011124)
552058.00 3742325.00 0.01653 (81011124) 552158.00 3742325.00 0.01690 (81011124)
552258.00 3742325.00 0.01718 (81011124) 552358.00 3742325.00 0.01736 (81011124)
552458.00 3742325.00 0.01741 (81011124) 552558.00 3742325.00 0.01730 (81011124)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 51

CONC URBAN FLAT FLGPOL NOCALM

Page 78 ends

12-1557

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
554958.00 3742325.00 0.02805 (81112724) 555058.00 3742325.00 0.02486 (81112724)
555158.00 3742325.00 0.02210 (81112724) 555258.00 3742325.00 0.01970 (81112724)
555358.00 3742325.00 0.01767 (81112724) 555458.00 3742325.00 0.01600 (81112724)
555558.00 3742325.00 0.01456 (81112724) 555658.00 3742325.00 0.01321 (81112724)
555758.00 3742325.00 0.01239 (81021924) 555858.00 3742325.00 0.01193 (81021924)
555958.00 3742325.00 0.01142 (81021924) 556058.00 3742325.00 0.01088 (81021924)
556158.00 3742325.00 0.01033 (81021924) 556258.00 3742325.00 0.00980 (81021924)
556358.00 3742325.00 0.00932 (81021924) 556458.00 3742325.00 0.00909 (81062224)
556558.00 3742325.00 0.00899 (81062224) 551758.00 3742425.00 0.01427 (81011124)
551858.00 3742425.00 0.01456 (81011124) 551958.00 3742425.00 0.01479 (81011124)
552058.00 3742425.00 0.01495 (81011124) 552158.00 3742425.00 0.01503 (81011124)
552258.00 3742425.00 0.01500 (81011124) 552358.00 3742425.00 0.01508 (81011224)
552458.00 3742425.00 0.01560 (81011224) 552558.00 3742425.00 0.01602 (81011224)
554958.00 3742425.00 0.02675 (81112724) 555058.00 3742425.00 0.02415 (81112724)
555158.00 3742425.00 0.02181 (81112724) 555258.00 3742425.00 0.01967 (81112724)
555358.00 3742425.00 0.01777 (81112724) 555458.00 3742425.00 0.01617 (81112724)
555558.00 3742425.00 0.01480 (81112724) 555658.00 3742425.00 0.01354 (81112724)
555758.00 3742425.00 0.01231 (81112724) 555858.00 3742425.00 0.01106 (81112724)
555958.00 3742425.00 0.00986 (81021924) 556058.00 3742425.00 0.00940 (81021924)
556158.00 3742425.00 0.00894 (81021924) 556258.00 3742425.00 0.00865 (81012824)
556358.00 3742425.00 0.00854 (81012824) 556458.00 3742425.00 0.00844 (81062224)

Page 79 ends

12-1558

SECTION_24_PM2.5
556558.00 3742425.00 0.00841 (81062224) 551758.00 3742525.00 0.01305 (81011124)
551858.00 3742525.00 0.01313 (81011124) 551958.00 3742525.00 0.01314 (81011124)
552058.00 3742525.00 0.01307 (81011124) 552158.00 3742525.00 0.01350 (81011224)
552258.00 3742525.00 0.01398 (81011224) 552358.00 3742525.00 0.01437 (81011224)
552458.00 3742525.00 0.01465 (81011224) 552558.00 3742525.00 0.01496 (81010724)
554958.00 3742525.00 0.02519 (81112724) 555058.00 3742525.00 0.02319 (81112724)
555158.00 3742525.00 0.02127 (81112724) 555258.00 3742525.00 0.01944 (81112724)
555358.00 3742525.00 0.01775 (81112724) 555458.00 3742525.00 0.01626 (81112724)
555558.00 3742525.00 0.01497 (81112724) 555658.00 3742525.00 0.01379 (81112724)
555758.00 3742525.00 0.01266 (81112724) 555858.00 3742525.00 0.01151 (81112724)
555958.00 3742525.00 0.01034 (81112724) 556058.00 3742525.00 0.00916 (81112724)
556158.00 3742525.00 0.00842 (81010824) 556258.00 3742525.00 0.00818 (81010824)
556358.00 3742525.00 0.00800 (81010824) 556458.00 3742525.00 0.00788 (81010824)
556558.00 3742525.00 0.00785 (81062224) 551758.00 3742625.00 0.01156 (81011124)
551858.00 3742625.00 0.01164 (81011224) 551958.00 3742625.00 0.01215 (81011224)
552058.00 3742625.00 0.01260 (81011224) 552158.00 3742625.00 0.01299 (81011224)
552258.00 3742625.00 0.01330 (81011224) 552358.00 3742625.00 0.01349 (81011224)
552458.00 3742625.00 0.01405 (81010724) 552558.00 3742625.00 0.01494 (81010724)
554958.00 3742625.00 0.02385 (81031424) 555058.00 3742625.00 0.02201 (81112724)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 52

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Page 80 ends

12-1559

SECTION_24_PM2.5

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
555158.00 3742625.00 0.02052 (81112724) 555258.00 3742625.00 0.01901 (81112724)
555358.00 3742625.00 0.01756 (81112724) 555458.00 3742625.00 0.01623 (81112724)
555558.00 3742625.00 0.01505 (81112724) 555658.00 3742625.00 0.01397 (81112724)
555758.00 3742625.00 0.01292 (81112724) 555858.00 3742625.00 0.01187 (81112724)
555958.00 3742625.00 0.01079 (81112724) 556058.00 3742625.00 0.00969 (81112724)
556158.00 3742625.00 0.00859 (81112724) 556258.00 3742625.00 0.00802 (81022624)
556358.00 3742625.00 0.00775 (81022624) 556458.00 3742625.00 0.00751 (81010824)
556558.00 3742625.00 0.00744 (81010824) 551758.00 3742725.00 0.01097 (81011224)
551858.00 3742725.00 0.01141 (81011224) 551958.00 3742725.00 0.01180 (81011224)
552058.00 3742725.00 0.01213 (81011224) 552158.00 3742725.00 0.01237 (81011224)
552258.00 3742725.00 0.01249 (81011224) 552358.00 3742725.00 0.01326 (81010724)
552458.00 3742725.00 0.01402 (81010724) 552558.00 3742725.00 0.01460 (81010724)
554958.00 3742725.00 0.02346 (81031424) 555058.00 3742725.00 0.02106 (81031424)
555158.00 3742725.00 0.01959 (81112724) 555258.00 3742725.00 0.01840 (81112724)
555358.00 3742725.00 0.01719 (81112724) 555458.00 3742725.00 0.01605 (81112724)
555558.00 3742725.00 0.01501 (81112724) 555658.00 3742725.00 0.01404 (81112724)
555758.00 3742725.00 0.01310 (81112724) 555858.00 3742725.00 0.01215 (81112724)
555958.00 3742725.00 0.01116 (81112724) 556058.00 3742725.00 0.01014 (81112724)
556158.00 3742725.00 0.00911 (81112724) 556258.00 3742725.00 0.00808 (81112724)
556358.00 3742725.00 0.00772 (81022624) 556458.00 3742725.00 0.00749 (81022624)
556558.00 3742725.00 0.00722 (81022624) 551758.00 3742825.00 0.01075 (81011224)
551858.00 3742825.00 0.01110 (81011224) 551958.00 3742825.00 0.01138 (81011224)
552058.00 3742825.00 0.01157 (81011224) 552158.00 3742825.00 0.01176 (81010724)
552258.00 3742825.00 0.01255 (81010724) 552358.00 3742825.00 0.01321 (81010724)
552458.00 3742825.00 0.01371 (81010724) 552558.00 3742825.00 0.01399 (81010724)
554958.00 3742825.00 0.02291 (81031424) 555058.00 3742825.00 0.02094 (81031424)
555158.00 3742825.00 0.01866 (81031424) 555258.00 3742825.00 0.01764 (81112724)
555358.00 3742825.00 0.01667 (81112724) 555458.00 3742825.00 0.01572 (81112724)
555558.00 3742825.00 0.01483 (81112724) 555658.00 3742825.00 0.01400 (81112724)
555758.00 3742825.00 0.01317 (81112724) 555858.00 3742825.00 0.01233 (81112724)

Page 81 ends

12-1560

SECTION_24_PM2.5
555958.00 3742825.00 0.01144 (81112724) 556058.00 3742825.00 0.01051 (81112724)
556158.00 3742825.00 0.00955 (81112724) 556258.00 3742825.00 0.00857 (81112724)
556358.00 3742825.00 0.00762 (81112724) 556458.00 3742825.00 0.00744 (81022624)
556558.00 3742825.00 0.00723 (81022624) 551758.00 3742925.00 0.01048 (81011224)
551858.00 3742925.00 0.01073 (81011224) 551958.00 3742925.00 0.01088 (81011224)
552058.00 3742925.00 0.01120 (81010724) 552158.00 3742925.00 0.01190 (81010724)
552258.00 3742925.00 0.01249 (81010724) 552358.00 3742925.00 0.01293 (81010724)
552458.00 3742925.00 0.01316 (81010724) 552558.00 3742925.00 0.01317 (81010724)
554958.00 3742925.00 0.02224 (81031424) 555058.00 3742925.00 0.02068 (81031424)
555158.00 3742925.00 0.01873 (81031424) 555258.00 3742925.00 0.01675 (81112724)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 53

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
555358.00 3742925.00 0.01603 (81112724) 555458.00 3742925.00 0.01527 (81112724)
555558.00 3742925.00 0.01453 (81112724) 555658.00 3742925.00 0.01383 (81112724)
555758.00 3742925.00 0.01313 (81112724) 555858.00 3742925.00 0.01240 (81112724)
555958.00 3742925.00 0.01162 (81112724) 556058.00 3742925.00 0.01079 (81112724)
556158.00 3742925.00 0.00991 (81112724) 556258.00 3742925.00 0.00900 (81112724)
556358.00 3742925.00 0.00809 (81112724) 556458.00 3742925.00 0.00730 (81022624)
556558.00 3742925.00 0.00716 (81022624) 551758.00 3743025.00 0.01016 (81011224)
551858.00 3743025.00 0.01028 (81011224) 551958.00

Page 82 ends

12-1561

SECTION_24_PM2.5
3743025.00 0.01069 (81010724)
552058.00 3743025.00 0.01132 (81010724) 552158.00 3743025.00 0.01184 (81010724)
552258.00 3743025.00 0.01222 (81010724) 552358.00 3743025.00 0.01243 (81010724)
552458.00 3743025.00 0.01243 (81010724) 552558.00 3743025.00 0.01221 (81010724)
554958.00 3743025.00 0.02148 (81031424) 555058.00 3743025.00 0.02028 (81031424)
555158.00 3743025.00 0.01867 (81031424) 555258.00 3743025.00 0.01678 (81031424)
555358.00 3743025.00 0.01528 (81112724) 555458.00 3743025.00 0.01471 (81112724)
555558.00 3743025.00 0.01412 (81112724) 555658.00 3743025.00 0.01354 (81112724)
555758.00 3743025.00 0.01297 (81112724) 555858.00 3743025.00 0.01236 (81112724)
555958.00 3743025.00 0.01170 (81112724) 556058.00 3743025.00 0.01097 (81112724)
556158.00 3743025.00 0.01019 (81112724) 556258.00 3743025.00 0.00936 (81112724)
556358.00 3743025.00 0.00850 (81112724) 556458.00 3743025.00 0.00765 (81112724)
556558.00 3743025.00 0.00700 (81022624) 551758.00 3743125.00 0.00976 (81011224)
551858.00 3743125.00 0.01022 (81010724) 551958.00 3743125.00 0.01079 (81010724)
552058.00 3743125.00 0.01125 (81010724) 552158.00 3743125.00 0.01159 (81010724)
552258.00 3743125.00 0.01177 (81010724) 552358.00 3743125.00 0.01176 (81010724)
552458.00 3743125.00 0.01156 (81010724) 552558.00 3743125.00 0.01117 (81010724)
554958.00 3743125.00 0.02067 (81031424) 555058.00 3743125.00 0.01977 (81031424)
555158.00 3743125.00 0.01848 (81031424) 555258.00 3743125.00 0.01686 (81031424)
555358.00 3743125.00 0.01509 (81031424) 555458.00 3743125.00 0.01405 (81112724)
555558.00 3743125.00 0.01362 (81112724) 555658.00 3743125.00 0.01317 (81112724)
555758.00 3743125.00 0.01271 (81112724) 555858.00 3743125.00 0.01222 (81112724)
555958.00 3743125.00 0.01167 (81112724) 556058.00 3743125.00 0.01106 (81112724)
556158.00 3743125.00 0.01037 (81112724) 556258.00 3743125.00 0.00963 (81112724)
556358.00 3743125.00 0.00884 (81112724) 556458.00 3743125.00 0.00804 (81112724)
556558.00 3743125.00 0.00725 (81112724) 551758.00 3743225.00 0.00978 (81010724)
551858.00 3743225.00 0.01030 (81010724) 551958.00 3743225.00 0.01071 (81010724)
552058.00 3743225.00 0.01101 (81010724) 552158.00 3743225.00 0.01117 (81010724)
552258.00 3743225.00 0.01116 (81010724) 552358.00 3743225.00 0.01098 (81010724)
552458.00 3743225.00 0.01061 (81010724) 552558.00 3743225.00 0.01010 (81010724)
554958.00 3743225.00 0.01982 (81031424) 555058.00 3743225.00 0.01918 (81031424)
555158.00 3743225.00 0.01817 (81031424) 555258.00 3743225.00 0.01683 (81031424)

Page 83 ends

12-1562

SECTION_24_PM2.5
555358.00 3743225.00 0.01526 (81031424) 555458.00 3743225.00 0.01399 (81101324)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 54

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
555558.00 3743225.00 0.01311 (81101324) 555658.00 3743225.00 0.01271 (81112724)
555758.00 3743225.00 0.01237 (81112724) 555858.00 3743225.00 0.01198 (81112724)
555958.00 3743225.00 0.01154 (81112724) 556058.00 3743225.00 0.01104 (81112724)
556158.00 3743225.00 0.01046 (81112724) 556258.00 3743225.00 0.00981 (81112724)
556358.00 3743225.00 0.00911 (81112724) 556458.00 3743225.00 0.00837 (81112724)
556558.00 3743225.00 0.00762 (81112724) 551758.00 3743325.00 0.00984 (81010724)
551858.00 3743325.00 0.01022 (81010724) 551958.00 3743325.00 0.01049 (81010724)
552058.00 3743325.00 0.01062 (81010724) 552158.00 3743325.00 0.01061 (81010724)
552258.00 3743325.00 0.01044 (81010724) 552358.00 3743325.00 0.01011 (81010724)
552458.00 3743325.00 0.00964 (81010724) 552558.00 3743325.00 0.01006 (81120324)
554958.00 3743325.00 0.01895 (81031424) 555058.00 3743325.00 0.01852 (81031424)
555158.00 3743325.00 0.01776 (81031424) 555258.00 3743325.00 0.01668 (81031424)
555358.00 3743325.00 0.01534 (81031424) 555458.00 3743325.00 0.01388 (81031424)
555558.00 3743325.00 0.01313 (81101324) 555658.00 3743325.00 0.01232 (81101324)
555758.00 3743325.00 0.01195 (81112724) 555858.00 3743325.00 0.01167 (81112724)
555958.00 3743325.00 0.01133 (81112724) 556058.00 3743325.00 0.01093 (81112724)
556158.00 3743325.00 0.01045 (81112724) 556258.00

Page 84 ends

12-1563

SECTION_24_PM2.5
3743325.00 0.00990 (81112724)
556358.00 3743325.00 0.00929 (81112724) 556458.00 3743325.00 0.00862 (81112724)
556558.00 3743325.00 0.00792 (81112724) 551758.00 3743425.00 0.00976 (81010724)
551858.00 3743425.00 0.01000 (81010724) 551958.00 3743425.00 0.01012 (81010724)
552058.00 3743425.00 0.01011 (81010724) 552158.00 3743425.00 0.00996 (81010724)
552258.00 3743425.00 0.00965 (81010724) 552358.00 3743425.00 0.00922 (81010724)
552458.00 3743425.00 0.00868 (81010724) 552558.00 3743425.00 0.01059 (81120324)
554958.00 3743425.00 0.01805 (81031424) 555058.00 3743425.00 0.01781 (81031424)
555158.00 3743425.00 0.01728 (81031424) 555258.00 3743425.00 0.01643 (81031424)
555358.00 3743425.00 0.01532 (81031424) 555458.00 3743425.00 0.01403 (81031424)
555558.00 3743425.00 0.01304 (81101324) 555658.00 3743425.00 0.01239 (81101324)
555758.00 3743425.00 0.01161 (81101324) 555858.00 3743425.00 0.01130 (81112724)
555958.00 3743425.00 0.01105 (81112724) 556058.00 3743425.00 0.01074 (81112724)
556158.00 3743425.00 0.01036 (81112724) 556258.00 3743425.00 0.00990 (81112724)
556358.00 3743425.00 0.00938 (81112724) 556458.00 3743425.00 0.00880 (81112724)
556558.00 3743425.00 0.00817 (81112724) 551758.00 3743525.00 0.00955 (81010724)
551858.00 3743525.00 0.00966 (81010724) 551958.00 3743525.00 0.00965 (81010724)
552058.00 3743525.00 0.00951 (81010724) 552158.00 3743525.00 0.00923 (81010724)
552258.00 3743525.00 0.00884 (81010724) 552358.00 3743525.00 0.00834 (81010724)
552458.00 3743525.00 0.00916 (81120324) 552558.00 3743525.00 0.01110 (81120324)
554958.00 3743525.00 0.01715 (81031424) 555058.00 3743525.00 0.01707 (81031424)
555158.00 3743525.00 0.01672 (81031424) 555258.00 3743525.00 0.01609 (81031424)
555358.00 3743525.00 0.01519 (81031424) 555458.00 3743525.00 0.01409 (81031424)
555558.00 3743525.00 0.01288 (81031424) 555658.00 3743525.00 0.01235 (81101324)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 55

Page 85 ends

12-1564

SECTION_24_PM2.5
, C27 , C28 , C29 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS
***
** CONC OF OTHER IN MICROGRAMS/M**3
**

X-COORD (M) Y-COORD (M) CONC (YYMMDDHH) X-COORD (M)

Y-COORD (M) CONC (YYMMDDHH)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
555758.00 3743525.00 0.01172 (81101324) 555858.00 3743525.00 0.01096 (81101324)
555958.00 3743525.00 0.01072 (81112724) 556058.00 3743525.00 0.01049 (81112724)
556158.00 3743525.00 0.01019 (81112724) 556258.00 3743525.00 0.00983 (81112724)
556358.00 3743525.00 0.00939 (81112724) 556458.00 3743525.00 0.00889 (81112724)
556558.00 3743525.00 0.00833 (81112724)

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 56

CONC URBAN FLAT FLGPOL NOCALM NOCMPL
*** THE SUMMARY OF HIGHEST 24-HR
RESULTS ***
** CONC OF OTHER IN MICROGRAMS/M**3
**
DATE

NETWORK

GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

ALL HIGH 1ST HIGH VALUE IS 0.16061 ON 81121824: AT ( 554858.00, 3740225.00, 0.00, 2.00) DC NA
*** RECEPTOR TYPES: GC = GRIDCART
GP = GRIDPOLR
DC = DISCCART
DP = DISCPOLR
BD = BOUNDARY

*** ISCST3 - VERSION 02035 *** *** Section 24 Specific Plan *** 07/10/14
*** Particulates (PM2.5)
*** 16:14:44
**MODELOPTs:

PAGE 57

CONC URBAN FLAT FLGPOL NOCALM NOCMPL

Page 86 ends

12-1565

SECTION_24_PM2.5
*** Message Summary : ISCST3 Model Execution ***
--------- Summary of Total Messages --------

A Total of 0 Fatal Error Message(s)
A Total of 0 Warning Message(s)
A Total of 563 Informational Message(s)
A Total of 563 Calm Hours Identified

******** FATAL ERROR MESSAGES ********
*** NONE ***

******** WARNING MESSAGES ********
*** NONE ***

************************************
*** ISCST3 Finishes Successfully ***
************************************

Page 87 ends

12-1566

SECTION_24_PM2.5 (1)
**BEE-Line Software: BEEST for Windows (Version 10.13) data input file ** Model: ST3WIN.EXE Input File Creation Date: 7/10/2014 Time: 4:14:25 PM

NO ECHO

CO STARTING
CO TITLEONE Section 24 Specific Plan
CO TITLETWO Particulates (PM2.5)

CO MODELOPT CONC URBAN NOCMPL NOCALM
CO AVERTIME 24

CO POLLUTID OTHER

CO TERRHGTS FLAT
CO FLAGPOLE 0

CO RUNORNOT RUN

CO FINISHED

SO STARTING

SO ELEVUNIT METERS
SO LOCATION L_SCAPE AREAPOLY 553372.31 3741911.75 0.

SO SRCPARAM L_SCAPE 2.2391E-09 0.0 11 1.

SO AREAVERT L_SCAPE 553372.31 3741911.75
SO AREAVERT L_SCAPE 553372.52 3740340.32
SO AREAVERT L_SCAPE 554970.89 3740339.38
SO AREAVERT L_SCAPE 554961.22 3740849.93
SO AREAVERT L_SCAPE 554929.76 3741019.3
SO AREAVERT L_SCAPE 554886.21 3741116.09
SO AREAVERT L_SCAPE 554704.73 3741414.07
SO AREAVERT L_SCAPE 554606.94 3741585.55
SO AREAVERT L_SCAPE 554571.65 3741646.35
SO AREAVERT L_SCAPE 554543.49 3741751.16
SO AREAVERT L_SCAPE 554537.78 3741912.51
SO LOCATION C1 VOLUME 553458. 3740425. 0.

SO SRCPARAM C1 6.0453E-05 4.57 46.51 2.13
SO LOCATION C2 VOLUME 553558. 3740425. 0.

SO SRCPARAM C2 6.0453E-05 4.57 46.51 2.13
SO LOCATION C3 VOLUME 553658. 3740425. 0.

SO SRCPARAM C3 6.0453E-05 4.57 46.51 2.13
SO LOCATION C4 VOLUME 553758. 3740425. 0.

SO SRCPARAM C4 6.0453E-05 4.57 46.51 2.13
SO LOCATION C5 VOLUME 553858. 3740425. 0.

SO SRCPARAM C5 6.0453E-05 4.57 46.51 2.13
SO LOCATION C6 VOLUME 553958. 3740425. 0.

SO SRCPARAM C6 6.0453E-05 4.57 46.51 2.13
SO LOCATION C7 VOLUME 554058. 3740425. 0.

SO SRCPARAM C7 6.0453E-05 4.57 46.51 2.13
SO LOCATION C8 VOLUME 554158. 3740425. 0.

SO SRCPARAM C8 6.0453E-05 4.57 46.51 2.13
SO LOCATION C9 VOLUME 554258. 3740425. 0.

SO SRCPARAM C9 6.0453E-05 4.57 46.51 2.13
SO LOCATION C10 VOLUME 554358. 3740425. 0.

SO SRCPARAM C10 6.0453E-05 4.57 46.51 2.13
SO LOCATION C11 VOLUME 554458. 3740425. 0.

SO SRCPARAM C11 6.0453E-05 4.57 46.51 2.13
SO LOCATION C12 VOLUME 554558. 3740425. 0.

SO SRCPARAM C12 6.0453E-05 4.57 46.51 2.13
SO LOCATION C13 VOLUME 554658. 3740425. 0.

SO SRCPARAM C13 6.0453E-05 4.57 46.51 2.13
SO LOCATION C14 VOLUME 554758. 3740425. 0.

SO SRCPARAM C14 6.0453E-05 4.57 46.51 2.13
SO LOCATION C15 VOLUME 554858. 3740425. 0.

SO SRCPARAM C15 6.0453E-05 4.57 46.51 2.13
SO LOCATION C16 VOLUME 553458. 3740525. 0.

SO SRCPARAM C16 6.0453E-05 4.57 46.51 2.13

Page 1 ends

12-1567

SECTION_24_PM2.5 (1)
SO LOCATION C17 VOLUME 553558. 3740525. 0.

SO SRCPARAM C17 6.0453E-05 4.57 46.51 2.13
SO LOCATION C18 VOLUME 553658. 3740525. 0.

SO SRCPARAM C18 6.0453E-05 4.57 46.51 2.13
SO LOCATION C19 VOLUME 553758. 3740525. 0.

SO SRCPARAM C19 6.0453E-05 4.57 46.51 2.13
SO LOCATION C20 VOLUME 553858. 3740525. 0.

SO SRCPARAM C20 6.0453E-05 4.57 46.51 2.13
SO LOCATION C21 VOLUME 553958. 3740525. 0.

SO SRCPARAM C21 6.0453E-05 4.57 46.51 2.13
SO LOCATION C22 VOLUME 554058. 3740525. 0.

SO SRCPARAM C22 6.0453E-05 4.57 46.51 2.13
SO LOCATION C23 VOLUME 554158. 3740525. 0.

SO SRCPARAM C23 6.0453E-05 4.57 46.51 2.13
SO LOCATION C24 VOLUME 554258. 3740525. 0.

SO SRCPARAM C24 6.0453E-05 4.57 46.51 2.13
SO LOCATION C25 VOLUME 554358. 3740525. 0.

SO SRCPARAM C25 6.0453E-05 4.57 46.51 2.13
SO LOCATION C26 VOLUME 554458. 3740525. 0.

SO SRCPARAM C26 6.0453E-05 4.57 46.51 2.13
SO LOCATION C27 VOLUME 554558. 3740525. 0.

SO SRCPARAM C27 6.0453E-05 4.57 46.51 2.13
SO LOCATION C28 VOLUME 554658. 3740525. 0.

SO SRCPARAM C28 6.0453E-05 4.57 46.51 2.13
SO LOCATION C29 VOLUME 554758. 3740525. 0.

SO SRCPARAM C29 6.0453E-05 4.57 46.51 2.13
SO LOCATION C30 VOLUME 554858. 3740525. 0.

SO SRCPARAM C30 6.0453E-05 4.57 46.51 2.13
SO LOCATION C31 VOLUME 553458. 3740625. 0.

SO SRCPARAM C31 6.0453E-05 4.57 46.51 2.13
SO LOCATION C32 VOLUME 553558. 3740625. 0.

SO SRCPARAM C32 6.0453E-05 4.57 46.51 2.13
SO LOCATION C33 VOLUME 553658. 3740625. 0.

SO SRCPARAM C33 6.0453E-05 4.57 46.51 2.13
SO LOCATION C34 VOLUME 553758. 3740625. 0.

SO SRCPARAM C34 6.0453E-05 4.57 46.51 2.13
SO LOCATION C35 VOLUME 553858. 3740625. 0.

SO SRCPARAM C35 6.0453E-05 4.57 46.51 2.13
SO LOCATION C36 VOLUME 553958. 3740625. 0.

SO SRCPARAM C36 6.0453E-05 4.57 46.51 2.13
SO LOCATION C37 VOLUME 554058. 3740625. 0.

SO SRCPARAM C37 6.0453E-05 4.57 46.51 2.13
SO LOCATION C38 VOLUME 554158. 3740625. 0.

SO SRCPARAM C38 6.0453E-05 4.57 46.51 2.13
SO LOCATION C39 VOLUME 554258. 3740625. 0.

SO SRCPARAM C39 6.0453E-05 4.57 46.51 2.13
SO LOCATION C40 VOLUME 554358. 3740625. 0.

SO SRCPARAM C40 6.0453E-05 4.57 46.51 2.13
SO LOCATION C41 VOLUME 554458. 3740625. 0.

SO SRCPARAM C41 6.0453E-05 4.57 46.51 2.13
SO LOCATION C42 VOLUME 554558. 3740625. 0.

SO SRCPARAM C42 6.0453E-05 4.57 46.51 2.13
SO LOCATION C43 VOLUME 554658. 3740625. 0.

SO SRCPARAM C43 6.0453E-05 4.57 46.51 2.13
SO LOCATION C44 VOLUME 554758. 3740625. 0.

SO SRCPARAM C44 6.0453E-05 4.57 46.51 2.13
SO LOCATION C45 VOLUME 554858. 3740625. 0.

SO SRCPARAM C45 6.0453E-05 4.57 46.51 2.13
SO LOCATION C46 VOLUME 553458. 3740725. 0.

SO SRCPARAM C46 6.0453E-05 4.57 46.51 2.13
SO LOCATION C47 VOLUME 553558. 3740725. 0.

SO SRCPARAM C47 6.0453E-05 4.57 46.51 2.13
SO LOCATION C48 VOLUME 553658. 3740725. 0.

Page 2 ends

12-1568

SECTION_24_PM2.5 (1)
SO SRCPARAM C48 6.0453E-05 4.57 46.51 2.13
SO LOCATION C49 VOLUME 553758. 3740725. 0.

SO SRCPARAM C49 6.0453E-05 4.57 46.51 2.13
SO LOCATION C50 VOLUME 553858. 3740725. 0.

SO SRCPARAM C50 6.0453E-05 4.57 46.51 2.13
SO LOCATION C51 VOLUME 553958. 3740725. 0.

SO SRCPARAM C51 6.0453E-05 4.57 46.51 2.13
SO LOCATION C52 VOLUME 554058. 3740725. 0.

SO SRCPARAM C52 6.0453E-05 4.57 46.51 2.13
SO LOCATION C53 VOLUME 554158. 3740725. 0.

SO SRCPARAM C53 6.0453E-05 4.57 46.51 2.13
SO LOCATION C54 VOLUME 554258. 3740725. 0.

SO SRCPARAM C54 6.0453E-05 4.57 46.51 2.13
SO LOCATION C55 VOLUME 554358. 3740725. 0.

SO SRCPARAM C55 6.0453E-05 4.57 46.51 2.13
SO LOCATION C56 VOLUME 554458. 3740725. 0.

SO SRCPARAM C56 6.0453E-05 4.57 46.51 2.13
SO LOCATION C57 VOLUME 554558. 3740725. 0.

SO SRCPARAM C57 6.0453E-05 4.57 46.51 2.13
SO LOCATION C58 VOLUME 554658. 3740725. 0.

SO SRCPARAM C58 6.0453E-05 4.57 46.51 2.13
SO LOCATION C59 VOLUME 554758. 3740725. 0.

SO SRCPARAM C59 6.0453E-05 4.57 46.51 2.13
SO LOCATION C60 VOLUME 554858. 3740725. 0.

SO SRCPARAM C60 6.0453E-05 4.57 46.51 2.13
SO LOCATION C61 VOLUME 553458. 3740825. 0.

SO SRCPARAM C61 6.0453E-05 4.57 46.51 2.13
SO LOCATION C62 VOLUME 553558. 3740825. 0.

SO SRCPARAM C62 6.0453E-05 4.57 46.51 2.13
SO LOCATION C63 VOLUME 553658. 3740825. 0.

SO SRCPARAM C63 6.0453E-05 4.57 46.51 2.13
SO LOCATION C64 VOLUME 553758. 3740825. 0.

SO SRCPARAM C64 6.0453E-05 4.57 46.51 2.13
SO LOCATION C65 VOLUME 553858. 3740825. 0.

SO SRCPARAM C65 6.0453E-05 4.57 46.51 2.13
SO LOCATION C66 VOLUME 553958. 3740825. 0.

SO SRCPARAM C66 6.0453E-05 4.57 46.51 2.13
SO LOCATION C67 VOLUME 554058. 3740825. 0.

SO SRCPARAM C67 6.0453E-05 4.57 46.51 2.13
SO LOCATION C68 VOLUME 554158. 3740825. 0.

SO SRCPARAM C68 6.0453E-05 4.57 46.51 2.13
SO LOCATION C69 VOLUME 554258. 3740825. 0.

SO SRCPARAM C69 6.0453E-05 4.57 46.51 2.13
SO LOCATION C70 VOLUME 554358. 3740825. 0.

SO SRCPARAM C70 6.0453E-05 4.57 46.51 2.13
SO LOCATION C71 VOLUME 554458. 3740825. 0.

SO SRCPARAM C71 6.0453E-05 4.57 46.51 2.13
SO LOCATION C72 VOLUME 554558. 3740825. 0.

SO SRCPARAM C72 6.0453E-05 4.57 46.51 2.13
SO LOCATION C73 VOLUME 554658. 3740825. 0.

SO SRCPARAM C73 6.0453E-05 4.57 46.51 2.13
SO LOCATION C74 VOLUME 554758. 3740825. 0.

SO SRCPARAM C74 6.0453E-05 4.57 46.51 2.13
SO LOCATION C75 VOLUME 554858. 3740825. 0.

SO SRCPARAM C75 6.0453E-05 4.57 46.51 2.13
SO LOCATION C76 VOLUME 553458. 3740925. 0.

SO SRCPARAM C76 6.0453E-05 4.57 46.51 2.13
SO LOCATION C77 VOLUME 553558. 3740925. 0.

SO SRCPARAM C77 6.0453E-05 4.57 46.51 2.13
SO LOCATION C78 VOLUME 553658. 3740925. 0.

SO SRCPARAM C78 6.0453E-05 4.57 46.51 2.13
SO LOCATION C79 VOLUME 553758. 3740925. 0.

SO SRCPARAM C79 6.0453E-05 4.57 46.51 2.13

Page 3 ends

12-1569

SECTION_24_PM2.5 (1)
SO LOCATION C80 VOLUME 553858. 3740925. 0.

SO SRCPARAM C80 6.0453E-05 4.57 46.51 2.13
SO LOCATION C81 VOLUME 553958. 3740925. 0.

SO SRCPARAM C81 6.0453E-05 4.57 46.51 2.13
SO LOCATION C82 VOLUME 554058. 3740925. 0.

SO SRCPARAM C82 6.0453E-05 4.57 46.51 2.13
SO LOCATION C83 VOLUME 554158. 3740925. 0.

SO SRCPARAM C83 6.0453E-05 4.57 46.51 2.13
SO LOCATION C84 VOLUME 554258. 3740925. 0.

SO SRCPARAM C84 6.0453E-05 4.57 46.51 2.13
SO LOCATION C85 VOLUME 554358. 3740925. 0.

SO SRCPARAM C85 6.0453E-05 4.57 46.51 2.13
SO LOCATION C86 VOLUME 554458. 3740925. 0.

SO SRCPARAM C86 6.0453E-05 4.57 46.51 2.13
SO LOCATION C87 VOLUME 554558. 3740925. 0.

SO SRCPARAM C87 6.0453E-05 4.57 46.51 2.13
SO LOCATION C88 VOLUME 554658. 3740925. 0.

SO SRCPARAM C88 6.0453E-05 4.57 46.51 2.13
SO LOCATION C89 VOLUME 554758. 3740925. 0.

SO SRCPARAM C89 6.0453E-05 4.57 46.51 2.13
SO LOCATION C90 VOLUME 554858. 3740925. 0.

SO SRCPARAM C90 6.0453E-05 4.57 46.51 2.13
SO LOCATION C91 VOLUME 553458. 3741025. 0.

SO SRCPARAM C91 6.0453E-05 4.57 46.51 2.13
SO LOCATION C92 VOLUME 553558. 3741025. 0.

SO SRCPARAM C92 6.0453E-05 4.57 46.51 2.13
SO LOCATION C93 VOLUME 553658. 3741025. 0.

SO SRCPARAM C93 6.0453E-05 4.57 46.51 2.13
SO LOCATION C94 VOLUME 553758. 3741025. 0.

SO SRCPARAM C94 6.0453E-05 4.57 46.51 2.13
SO LOCATION C95 VOLUME 553858. 3741025. 0.

SO SRCPARAM C95 6.0453E-05 4.57 46.51 2.13
SO LOCATION C96 VOLUME 553958. 3741025. 0.

SO SRCPARAM C96 6.0453E-05 4.57 46.51 2.13
SO LOCATION C97 VOLUME 554058. 3741025. 0.

SO SRCPARAM C97 6.0453E-05 4.57 46.51 2.13
SO LOCATION C98 VOLUME 554158. 3741025. 0.

SO SRCPARAM C98 6.0453E-05 4.57 46.51 2.13
SO LOCATION C99 VOLUME 554258. 3741025. 0.

SO SRCPARAM C99 6.0453E-05 4.57 46.51 2.13
SO LOCATION C100 VOLUME 554358. 3741025. 0.

SO SRCPARAM C100 6.0453E-05 4.57 46.51 2.13
SO LOCATION C101 VOLUME 554458. 3741025. 0.

SO SRCPARAM C101 6.0453E-05 4.57 46.51 2.13
SO LOCATION C102 VOLUME 554558. 3741025. 0.

SO SRCPARAM C102 6.0453E-05 4.57 46.51 2.13
SO LOCATION C103 VOLUME 554658. 3741025. 0.

SO SRCPARAM C103 6.0453E-05 4.57 46.51 2.13
SO LOCATION C104 VOLUME 554758. 3741025. 0.

SO SRCPARAM C104 6.0453E-05 4.57 46.51 2.13
SO LOCATION C105 VOLUME 554858. 3741025. 0.

SO SRCPARAM C105 6.0453E-05 4.57 46.51 2.13
SO LOCATION C106 VOLUME 553458. 3741125. 0.

SO SRCPARAM C106 6.0453E-05 4.57 46.51 2.13
SO LOCATION C107 VOLUME 553558. 3741125. 0.

SO SRCPARAM C107 6.0453E-05 4.57 46.51 2.13
SO LOCATION C108 VOLUME 553658. 3741125. 0.

SO SRCPARAM C108 6.0453E-05 4.57 46.51 2.13
SO LOCATION C109 VOLUME 553758. 3741125. 0.

SO SRCPARAM C109 6.0453E-05 4.57 46.51 2.13
SO LOCATION C110 VOLUME 553858. 3741125. 0.

SO SRCPARAM C110 6.0453E-05 4.57 46.51 2.13
SO LOCATION C111 VOLUME 553958. 3741125. 0.

Page 4 ends

12-1570

SECTION_24_PM2.5 (1)
SO SRCPARAM C111 6.0453E-05 4.57 46.51 2.13
SO LOCATION C112 VOLUME 554058. 3741125. 0.

SO SRCPARAM C112 6.0453E-05 4.57 46.51 2.13
SO LOCATION C113 VOLUME 554158. 3741125. 0.

SO SRCPARAM C113 6.0453E-05 4.57 46.51 2.13
SO LOCATION C114 VOLUME 554258. 3741125. 0.

SO SRCPARAM C114 6.0453E-05 4.57 46.51 2.13
SO LOCATION C115 VOLUME 554358. 3741125. 0.

SO SRCPARAM C115 6.0453E-05 4.57 46.51 2.13
SO LOCATION C116 VOLUME 554458. 3741125. 0.

SO SRCPARAM C116 6.0453E-05 4.57 46.51 2.13
SO LOCATION C117 VOLUME 554558. 3741125. 0.

SO SRCPARAM C117 6.0453E-05 4.57 46.51 2.13
SO LOCATION C118 VOLUME 554658. 3741125. 0.

SO SRCPARAM C118 6.0453E-05 4.57 46.51 2.13
SO LOCATION C119 VOLUME 554758. 3741125. 0.

SO SRCPARAM C119 6.0453E-05 4.57 46.51 2.13
SO LOCATION C120 VOLUME 553458. 3741225. 0.

SO SRCPARAM C120 6.0453E-05 4.57 46.51 2.13
SO LOCATION C121 VOLUME 553558. 3741225. 0.

SO SRCPARAM C121 6.0453E-05 4.57 46.51 2.13
SO LOCATION C122 VOLUME 553658. 3741225. 0.

SO SRCPARAM C122 6.0453E-05 4.57 46.51 2.13
SO LOCATION C123 VOLUME 553758. 3741225. 0.

SO SRCPARAM C123 6.0453E-05 4.57 46.51 2.13
SO LOCATION C124 VOLUME 553858. 3741225. 0.

SO SRCPARAM C124 6.0453E-05 4.57 46.51 2.13
SO LOCATION C125 VOLUME 553958. 3741225. 0.

SO SRCPARAM C125 6.0453E-05 4.57 46.51 2.13
SO LOCATION C126 VOLUME 554058. 3741225. 0.

SO SRCPARAM C126 6.0453E-05 4.57 46.51 2.13
SO LOCATION C127 VOLUME 554158. 3741225. 0.

SO SRCPARAM C127 6.0453E-05 4.57 46.51 2.13
SO LOCATION C128 VOLUME 554258. 3741225. 0.

SO SRCPARAM C128 6.0453E-05 4.57 46.51 2.13
SO LOCATION C129 VOLUME 554358. 3741225. 0.

SO SRCPARAM C129 6.0453E-05 4.57 46.51 2.13
SO LOCATION C130 VOLUME 554458. 3741225. 0.

SO SRCPARAM C130 6.0453E-05 4.57 46.51 2.13
SO LOCATION C131 VOLUME 554558. 3741225. 0.

SO SRCPARAM C131 6.0453E-05 4.57 46.51 2.13
SO LOCATION C132 VOLUME 554658. 3741225. 0.

SO SRCPARAM C132 6.0453E-05 4.57 46.51 2.13
SO LOCATION C133 VOLUME 554758. 3741225. 0.

SO SRCPARAM C133 6.0453E-05 4.57 46.51 2.13
SO LOCATION C134 VOLUME 553458. 3741325. 0.

SO SRCPARAM C134 6.0453E-05 4.57 46.51 2.13
SO LOCATION C135 VOLUME 553558. 3741325. 0.

SO SRCPARAM C135 6.0453E-05 4.57 46.51 2.13
SO LOCATION C136 VOLUME 553658. 3741325. 0.

SO SRCPARAM C136 6.0453E-05 4.57 46.51 2.13
SO LOCATION C137 VOLUME 553758. 3741325. 0.

SO SRCPARAM C137 6.0453E-05 4.57 46.51 2.13
SO LOCATION C138 VOLUME 553858. 3741325. 0.

SO SRCPARAM C138 6.0453E-05 4.57 46.51 2.13
SO LOCATION C139 VOLUME 553958. 3741325. 0.

SO SRCPARAM C139 6.0453E-05 4.57 46.51 2.13
SO LOCATION C140 VOLUME 554058. 3741325. 0.

SO SRCPARAM C140 6.0453E-05 4.57 46.51 2.13
SO LOCATION C141 VOLUME 554158. 3741325. 0.

SO SRCPARAM C141 6.0453E-05 4.57 46.51 2.13
SO LOCATION C142 VOLUME 554258. 3741325. 0.

SO SRCPARAM C142 6.0453E-05 4.57 46.51 2.13

Page 5 ends

12-1571

SECTION_24_PM2.5 (1)
SO LOCATION C143 VOLUME 554358. 3741325. 0.

SO SRCPARAM C143 6.0453E-05 4.57 46.51 2.13
SO LOCATION C144 VOLUME 554458. 3741325. 0.

SO SRCPARAM C144 6.0453E-05 4.57 46.51 2.13
SO LOCATION C145 VOLUME 554558. 3741325. 0.

SO SRCPARAM C145 6.0453E-05 4.57 46.51 2.13
SO LOCATION C146 VOLUME 554658. 3741325. 0.

SO SRCPARAM C146 6.0453E-05 4.57 46.51 2.13
SO LOCATION C147 VOLUME 553458. 3741425. 0.

SO SRCPARAM C147 6.0453E-05 4.57 46.51 2.13
SO LOCATION C148 VOLUME 553558. 3741425. 0.

SO SRCPARAM C148 6.0453E-05 4.57 46.51 2.13
SO LOCATION C149 VOLUME 553658. 3741425. 0.

SO SRCPARAM C149 6.0453E-05 4.57 46.51 2.13
SO LOCATION C150 VOLUME 553758. 3741425. 0.

SO SRCPARAM C150 6.0453E-05 4.57 46.51 2.13
SO LOCATION C151 VOLUME 553858. 3741425. 0.

SO SRCPARAM C151 6.0453E-05 4.57 46.51 2.13
SO LOCATION C152 VOLUME 553958. 3741425. 0.

SO SRCPARAM C152 6.0453E-05 4.57 46.51 2.13
SO LOCATION C153 VOLUME 554058. 3741425. 0.

SO SRCPARAM C153 6.0453E-05 4.57 46.51 2.13
SO LOCATION C154 VOLUME 554158. 3741425. 0.

SO SRCPARAM C154 6.0453E-05 4.57 46.51 2.13
SO LOCATION C155 VOLUME 554258. 3741425. 0.

SO SRCPARAM C155 6.0453E-05 4.57 46.51 2.13
SO LOCATION C156 VOLUME 554358. 3741425. 0.

SO SRCPARAM C156 6.0453E-05 4.57 46.51 2.13
SO LOCATION C157 VOLUME 554458. 3741425. 0.

SO SRCPARAM C157 6.0453E-05 4.57 46.51 2.13
SO LOCATION C158 VOLUME 554558. 3741425. 0.

SO SRCPARAM C158 6.0453E-05 4.57 46.51 2.13
SO LOCATION C159 VOLUME 554658. 3741425. 0.

SO SRCPARAM C159 6.0453E-05 4.57 46.51 2.13
SO LOCATION C160 VOLUME 553458. 3741525. 0.

SO SRCPARAM C160 6.0453E-05 4.57 46.51 2.13
SO LOCATION C161 VOLUME 553558. 3741525. 0.

SO SRCPARAM C161 6.0453E-05 4.57 46.51 2.13
SO LOCATION C162 VOLUME 553658. 3741525. 0.

SO SRCPARAM C162 6.0453E-05 4.57 46.51 2.13
SO LOCATION C163 VOLUME 553758. 3741525. 0.

SO SRCPARAM C163 6.0453E-05 4.57 46.51 2.13
SO LOCATION C164 VOLUME 553858. 3741525. 0.

SO SRCPARAM C164 6.0453E-05 4.57 46.51 2.13
SO LOCATION C165 VOLUME 553958. 3741525. 0.

SO SRCPARAM C165 6.0453E-05 4.57 46.51 2.13
SO LOCATION C166 VOLUME 554058. 3741525. 0.

SO SRCPARAM C166 6.0453E-05 4.57 46.51 2.13
SO LOCATION C167 VOLUME 554158. 3741525. 0.

SO SRCPARAM C167 6.0453E-05 4.57 46.51 2.13
SO LOCATION C168 VOLUME 554258. 3741525. 0.

SO SRCPARAM C168 6.0453E-05 4.57 46.51 2.13
SO LOCATION C169 VOLUME 554358. 3741525. 0.

SO SRCPARAM C169 6.0453E-05 4.57 46.51 2.13
SO LOCATION C170 VOLUME 554458. 3741525. 0.

SO SRCPARAM C170 6.0453E-05 4.57 46.51 2.13
SO LOCATION C171 VOLUME 554558. 3741525. 0.

SO SRCPARAM C171 6.0453E-05 4.57 46.51 2.13
SO LOCATION C172 VOLUME 553458. 3741625. 0.

SO SRCPARAM C172 6.0453E-05 4.57 46.51 2.13
SO LOCATION C173 VOLUME 553558. 3741625. 0.

SO SRCPARAM C173 6.0453E-05 4.57 46.51 2.13
SO LOCATION C174 VOLUME 553658. 3741625. 0.

Page 6 ends

12-1572

SECTION_24_PM2.5 (1)
SO SRCPARAM C174 6.0453E-05 4.57 46.51 2.13
SO LOCATION C175 VOLUME 553758. 3741625. 0.

SO SRCPARAM C175 6.0453E-05 4.57 46.51 2.13
SO LOCATION C176 VOLUME 553858. 3741625. 0.

SO SRCPARAM C176 6.0453E-05 4.57 46.51 2.13
SO LOCATION C177 VOLUME 553958. 3741625. 0.

SO SRCPARAM C177 6.0453E-05 4.57 46.51 2.13
SO LOCATION C178 VOLUME 554058. 3741625. 0.

SO SRCPARAM C178 6.0453E-05 4.57 46.51 2.13
SO LOCATION C179 VOLUME 554158. 3741625. 0.

SO SRCPARAM C179 6.0453E-05 4.57 46.51 2.13
SO LOCATION C180 VOLUME 554258. 3741625. 0.

SO SRCPARAM C180 6.0453E-05 4.57 46.51 2.13
SO LOCATION C181 VOLUME 554358. 3741625. 0.

SO SRCPARAM C181 6.0453E-05 4.57 46.51 2.13
SO LOCATION C182 VOLUME 554458. 3741625. 0.

SO SRCPARAM C182 6.0453E-05 4.57 46.51 2.13
SO LOCATION C183 VOLUME 554557. 3741625. 0.

SO SRCPARAM C183 6.0453E-05 4.57 46.51 2.13
SO LOCATION C184 VOLUME 553458. 3741725. 0.

SO SRCPARAM C184 6.0453E-05 4.57 46.51 2.13
SO LOCATION C185 VOLUME 553558. 3741725. 0.

SO SRCPARAM C185 6.0453E-05 4.57 46.51 2.13
SO LOCATION C186 VOLUME 553658. 3741725. 0.

SO SRCPARAM C186 6.0453E-05 4.57 46.51 2.13
SO LOCATION C187 VOLUME 553758. 3741725. 0.

SO SRCPARAM C187 6.0453E-05 4.57 46.51 2.13
SO LOCATION C188 VOLUME 553858. 3741725. 0.

SO SRCPARAM C188 6.0453E-05 4.57 46.51 2.13
SO LOCATION C189 VOLUME 553958. 3741725. 0.

SO SRCPARAM C189 6.0453E-05 4.57 46.51 2.13
SO LOCATION C190 VOLUME 554058. 3741725. 0.

SO SRCPARAM C190 6.0453E-05 4.57 46.51 2.13
SO LOCATION C191 VOLUME 554158. 3741725. 0.

SO SRCPARAM C191 6.0453E-05 4.57 46.51 2.13
SO LOCATION C192 VOLUME 554258. 3741725. 0.

SO SRCPARAM C192 6.0453E-05 4.57 46.51 2.13
SO LOCATION C193 VOLUME 554358. 3741725. 0.

SO SRCPARAM C193 6.0453E-05 4.57 46.51 2.13
SO LOCATION C194 VOLUME 554458. 3741725. 0.

SO SRCPARAM C194 6.0453E-05 4.57 46.51 2.13
SO LOCATION C195 VOLUME 553458. 3741825. 0.

SO SRCPARAM C195 6.0453E-05 4.57 46.51 2.13
SO LOCATION C196 VOLUME 553558. 3741825. 0.

SO SRCPARAM C196 6.0453E-05 4.57 46.51 2.13
SO LOCATION C197 VOLUME 553658. 3741825. 0.

SO SRCPARAM C197 6.0453E-05 4.57 46.51 2.13
SO LOCATION C198 VOLUME 553758. 3741825. 0.

SO SRCPARAM C198 6.0453E-05 4.57 46.51 2.13
SO LOCATION C199 VOLUME 553858. 3741825. 0.

SO SRCPARAM C199 6.0453E-05 4.57 46.51 2.13
SO LOCATION C200 VOLUME 553958. 3741825. 0.

SO SRCPARAM C200 6.0453E-05 4.57 46.51 2.13
SO LOCATION C201 VOLUME 554058. 3741825. 0.

SO SRCPARAM C201 6.0453E-05 4.57 46.51 2.13
SO LOCATION C202 VOLUME 554158. 3741825. 0.

SO SRCPARAM C202 6.0453E-05 4.57 46.51 2.13
SO LOCATION C203 VOLUME 554258. 3741825. 0.

SO SRCPARAM C203 6.0453E-05 4.57 46.51 2.13
SO LOCATION C204 VOLUME 554358. 3741825. 0.

SO SRCPARAM C204 6.0453E-05 4.57 46.51 2.13
SO LOCATION C205 VOLUME 554458. 3741825. 0.

SO SRCPARAM C205 6.0453E-05 4.57 46.51 2.13

Page 7 ends

12-1573

SECTION_24_PM2.5 (1)

SO SRCGROUP ALL

SO FINISHED

RE STARTING
RE DISCCART 551758.00 3738725.00 2
RE DISCCART 551858.00 3738725.00 2
RE DISCCART 551958.00 3738725.00 2
RE DISCCART 552058.00 3738725.00 2
RE DISCCART 552158.00 3738725.00 2
RE DISCCART 552258.00 3738725.00 2
RE DISCCART 552358.00 3738725.00 2
RE DISCCART 552458.00 3738725.00 2
RE DISCCART 552558.00 3738725.00 2
RE DISCCART 552658.00 3738725.00 2
RE DISCCART 552758.00 3738725.00 2
RE DISCCART 552858.00 3738725.00 2
RE DISCCART 552958.00 3738725.00 2
RE DISCCART 553058.00 3738725.00 2
RE DISCCART 553158.00 3738725.00 2
RE DISCCART 553258.00 3738725.00 2
RE DISCCART 553358.00 3738725.00 2
RE DISCCART 553458.00 3738725.00 2
RE DISCCART 553558.00 3738725.00 2
RE DISCCART 553658.00 3738725.00 2
RE DISCCART 553758.00 3738725.00 2
RE DISCCART 553858.00 3738725.00 2
RE DISCCART 553958.00 3738725.00 2
RE DISCCART 554058.00 3738725.00 2
RE DISCCART 554158.00 3738725.00 2
RE DISCCART 554258.00 3738725.00 2
RE DISCCART 554358.00 3738725.00 2
RE DISCCART 554458.00 3738725.00 2
RE DISCCART 554558.00 3738725.00 2
RE DISCCART 554658.00 3738725.00 2
RE DISCCART 554758.00 3738725.00 2
RE DISCCART 554858.00 3738725.00 2
RE DISCCART 554958.00 3738725.00 2
RE DISCCART 555058.00 3738725.00 2
RE DISCCART 555158.00 3738725.00 2
RE DISCCART 555258.00 3738725.00 2
RE DISCCART 555358.00 3738725.00 2
RE DISCCART 555458.00 3738725.00 2
RE DISCCART 555558.00 3738725.00 2
RE DISCCART 555658.00 3738725.00 2
RE DISCCART 555758.00 3738725.00 2
RE DISCCART 555858.00 3738725.00 2
RE DISCCART 555958.00 3738725.00 2
RE DISCCART 556058.00 3738725.00 2
RE DISCCART 556158.00 3738725.00 2
RE DISCCART 556258.00 3738725.00 2
RE DISCCART 556358.00 3738725.00 2
RE DISCCART 556458.00 3738725.00 2
RE DISCCART 556558.00 3738725.00 2
RE DISCCART 551758.00 3738825.00 2
RE DISCCART 551858.00 3738825.00 2
RE DISCCART 551958.00 3738825.00 2
RE DISCCART 552058.00 3738825.00 2
RE DISCCART 552158.00 3738825.00 2
RE DISCCART 552258.00 3738825.00 2
RE DISCCART 552358.00 3738825.00 2
RE DISCCART 552458.00 3738825.00 2
RE DISCCART 552558.00 3738825.00 2
RE DISCCART 552658.00 3738825.00 2

Page 8 ends

12-1574

SECTION_24_PM2.5 (1)
RE DISCCART 552758.00 3738825.00 2
RE DISCCART 552858.00 3738825.00 2
RE DISCCART 552958.00 3738825.00 2
RE DISCCART 553058.00 3738825.00 2
RE DISCCART 553158.00 3738825.00 2
RE DISCCART 553258.00 3738825.00 2
RE DISCCART 553358.00 3738825.00 2
RE DISCCART 553458.00 3738825.00 2
RE DISCCART 553558.00 3738825.00 2
RE DISCCART 553658.00 3738825.00 2
RE DISCCART 553758.00 3738825.00 2
RE DISCCART 553858.00 3738825.00 2
RE DISCCART 553958.00 3738825.00 2
RE DISCCART 554058.00 3738825.00 2
RE DISCCART 554158.00 3738825.00 2
RE DISCCART 554258.00 3738825.00 2
RE DISCCART 554358.00 3738825.00 2
RE DISCCART 554458.00 3738825.00 2
RE DISCCART 554558.00 3738825.00 2
RE DISCCART 554658.00 3738825.00 2
RE DISCCART 554758.00 3738825.00 2
RE DISCCART 554858.00 3738825.00 2
RE DISCCART 554958.00 3738825.00 2
RE DISCCART 555058.00 3738825.00 2
RE DISCCART 555158.00 3738825.00 2
RE DISCCART 555258.00 3738825.00 2
RE DISCCART 555358.00 3738825.00 2
RE DISCCART 555458.00 3738825.00 2
RE DISCCART 555558.00 3738825.00 2
RE DISCCART 555658.00 3738825.00 2
RE DISCCART 555758.00 3738825.00 2
RE DISCCART 555858.00 3738825.00 2
RE DISCCART 555958.00 3738825.00 2
RE DISCCART 556058.00 3738825.00 2
RE DISCCART 556158.00 3738825.00 2
RE DISCCART 556258.00 3738825.00 2
RE DISCCART 556358.00 3738825.00 2
RE DISCCART 556458.00 3738825.00 2
RE DISCCART 556558.00 3738825.00 2
RE DISCCART 551758.00 3738925.00 2
RE DISCCART 551858.00 3738925.00 2
RE DISCCART 551958.00 3738925.00 2
RE DISCCART 552058.00 3738925.00 2
RE DISCCART 552158.00 3738925.00 2
RE DISCCART 552258.00 3738925.00 2
RE DISCCART 552358.00 3738925.00 2
RE DISCCART 552458.00 3738925.00 2
RE DISCCART 552558.00 3738925.00 2
RE DISCCART 552658.00 3738925.00 2
RE DISCCART 552758.00 3738925.00 2
RE DISCCART 552858.00 3738925.00 2
RE DISCCART 552958.00 3738925.00 2
RE DISCCART 553058.00 3738925.00 2
RE DISCCART 553158.00 3738925.00 2
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RE DISCCART 551758.00 3740025.00 2
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12-1602

APPENDIX C
Biological Resources Study
12-1603

GENERAL BIOLOGICAL

RESOURCES ASSESSMENT

Rancho Mirage Section 24
Specific Plan Site

Located Within
SECTION 24, RANGE 5 EAST, TOWNSHIP 4 SOUTH
Parcels 673-120-021, 673-120-022, 673-120-023,
673-120-024 and 673-120-025,
Riverside County, California

Prepared For:

MERIDIAN CONSULTANTS
860 Hampshire Road, Suite P
Westlake Village, California 91361
(805) 367-5720

Field Study and Report Completed By:

JAMES W. CORNETT
Ecological Consultants
P.O. Box 846
Palm Springs, California 92263
(760) 320-8135

March 28, 2014

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Rancho Mirage Section 24 Biological Study Page 2

CONTENTS

Executive Summary . . . . . . . . . . . . . . . . . . . . . . 3

Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

Figure 1, Regional Location Map . . . . . . . . . . . . 5

Figure 2, Area Location Map . . . . . . . . . . . . . . . . 6

Figure 3, Project Site Location . . . . . . . . . . . . . . . 7

Figures 4-7, Project Site Images . . . . . . . . . . . . . 8

Site and Project Descriptions . . . . . . . . . . . . . . . . 9

Study Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

Plant Survey Results . . . . . . . . . . . . . . . . . . . . . . . 15

Animal Survey Results . . . . . . . . . . . . . . . . . . . . 17

Findings and Recommendations . . . . . . . . . . . . . 20

References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22

Certification Statement . . . . . . . . . . . . . . . . . . . . 23

Appendix . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24

Table 1 - Plant List . . . . . . . . . . . . . . . . . . . . . . . . 25

Table 2 – Animal List . . . . . . . . . . . . . . . . . . . . . . 27

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Rancho Mirage Section 24 Biological Study Page 3

EXECUTIVE SUMMARY

A proposed specific plan for an eventual residential/commercial subdivision within the Agua Caliente Indian Reservation necessitated a biological survey and impact analysis.

Five species covered under the Tribal Habitat Conservation Plan (THCP) of the Agua Caliente Band of Cahuilla Indians were detected onsite and are considered resident: the Coachella Valley milk-vetch, Coachella Valley fringe-toed lizard, flat-tailed horned lizard, western burrowing owl (Mountains and Canyons Conservation Area only) and Palm Springs Ground Squirrel. Three additional covered species (Coachella giant sand-treader cricket, Coachella Valley Jerusalem cricket and Palm Springs pocket mouse) may occur onsite but were not detected.

Most of the land within the project boundaries is considered habitat for the Coachella Valley fringe-toed lizard. Six observations of this species were recorded and the loose, wind-blown sand substrate that covers most of the site is the lizard’s preferred habitat. The flat-tailed horned lizard also favors wind-blown sand flats and one specimen of this species was recorded.

The western burrowing owl was detected within the project boundaries on six occasions including one active burrow. A survey for owls is recommended not more than 30-days prior to future ground disturbance on the site. The Palm Springs ground squirrel was detected only twice in the southwestern quarter of the site but should be expected throughout the project area.

The Coachella Valley milk-vetch has previously been recorded from the site. However, three years of drought, including the winter of 2013-2014, prevented seeds of this species from germinating and no living specimens were encountered during the surveys. Nonetheless, over a dozen dried milk-vetch seed pods were discovered in the southeastern quarter of the project site.

Two observations of the loggerhead shrike, not a covered species but considered sensitive by wildlife regulatory agencies, were recorded though no nests were found.

No blue-line stream corridors (streams or dry washes) were found within the project boundaries.

Therefore, no streambed alteration permits are required from the federal government.

With regard to mitigating impacts to sensitive species, the project site falls under the jurisdiction of the THCP. The Plan indicates the site lies outside Target Acquisition Areas and the Fluvial Sand Transport Process Area. Therefore, mitigation for impacts to all covered species described in this report consists of the payment of $2,371 per disturbed acre. The fee is paid to the Agua Caliente Band of Cahuilla Indians who, in turn, use the fee to purchase comparable habitat elsewhere in the Coachella Valley.

Following the implementation of the required and recommended mitigation described in this report, development of the project site is not expected to have significant adverse impacts upon sensitive species or other biological resources beyond the project site.

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Rancho Mirage Section 24 Biological Study Page 4

I. INTRODUCTION

On November 28, 2013, the firm of James W. Cornett - Ecological Consultants, Inc., was retained by Meridian Consultants to conduct a biological survey and analysis on an approximately 577-acre site located within the Agua Caliente Band of Cahuilla Indians Reservation and within the sphere of influence of the City of Rancho Mirage, Riverside County, California. The project site encompassed the majority of Section 24, Range 5 East, Township 4 South (San Bernardino Baseline and Meridian). The regional location is shown in Figure 1, the area location in Figure 2 and the specific location with project boundaries in Figure 3. Site photographs are shown in Figures 4-7.

This study was included as part of an environmental assessment mandated by the National Environmental Policy Act (NEPA) and the City of Rancho Mirage, Riverside County, California.

The biological survey and impact analysis were designed to ascertain the impacts of development on the biological resources of the project site and immediate vicinity.

Specific purposes of the biological surveys and impact analyses are listed below.

1. Determine the vascular plant and vertebrate animal species that occur on, and immediately adjacent to, the project site.

2. Ascertain the presence of any plant or animal species given special status by the federal government or the Agua Caliente Band of Cahuilla Indians as stated in the Tribe’s Habitat Conservation Plan (THCP).

3. Ascertain the existence of other significant biotic elements, corridors or communities.

4. Consider the site’s biological resources as they relate to the THCP.

5. If necessary and where feasible, recommend measures to mitigate significant adverse impacts of the project on any sensitive species determined to occur within the project boundaries, unique biotic elements or unique biological communities. 12-1607

Figure 1. Regional Location of Project Site
N
Project Site
Joshua Tree National Park Riverside
Rancho Mirage*
12-1608

Figure 2. Area Location
N
B
o
b

H
o
p
e

D
r
i
v
e
Rancho Mirage
*
In
t
e
r
s
t
a
t
e

1 0
Project Site
12-1609

Figure 3. Project Site Boundary (in red)
Sensitive Species Detection Sites, Areas
N
Project Site
B
o
b

H
o
p
e

D
r
i
v
e
Ramon Road
B
bb
BB
B
B
B
F
F F
F
F
FL L
P
P
F= Coachella Valley Fringe-toed Lizard L = Loggerhead Shrike H = Flat-tailed Horned Lizard = Coachella Valley Milkvetch B = Burrowing Owl, bb = active owl burrow P = Palm Springs Ground Squirrel H
12-1610

Figures 4-7. Project Site Images
Figure 4. View across site to northheast. Figure 5. View across site to northwest.

Figure 6. View across site to southwest. Figure 7. View across site to southeast. 12-1611

Rancho Mirage Section 24 Biological Study Page 9

II. SITE AND PROJECT DESCRIPTIONS

Climate
The project area lies within the confines of a geographical region known as the Colorado Desert (Jaeger, 1957). As is typical of this subdivision of the Sonoran Desert, annual rainfall averages less than six inches (National Climatic Center, 2013). Most precipitation falls during the winter and late spring with occasional summer storms accounting for approximately one fifth of the annual total. Winter days are mild, averaging 71 degrees Fahrenheit. Winter nights occasionally drop to near freezing. The month of July brings the hottest temperatures with daytime highs averaging 109 degrees F.

Physical Features

The elevation of the project site ranges from approximately 252 feet above sea level at the northeast corner of the project site rising to 353 feet near the southeast corner. The only topographical relief consists of sand hummocks that rise from one to four feet above their base.

The hummocks have been formed by shrubs that interrupt the flow of sand carrying wind coming from the northwest off the Whitewater River Floodplain. The shrubs reduce wind velocity and result in sand deposits or "hummocks" on the leeward or easterly side of the shrubs. The environment of the project site is included as part of the sand field habitat of the valley floor as described in the THCP.

There are no naturally occurring springs or permanent aquatic habitats within the project site boundaries. No blue-line stream corridors (streams or dry washes) are shown on U.S. Geological Survey maps for the project site nor are there botanical indicators of such corridors. Thus, there appear to be no need to obtain streambed alteration permits from the federal government.

Soil characteristics are uniform over the entire site. Soil is composed of wind-blown alluvium created by persistent air movements from the northwest. This process increased in intensity with the drying out of the Coachella Valley at the close of the Pleistocene epoch ending 10,000 years before present. At the current time residential and commercial developments to the west and north have resulted in some sand stabilization on portions of the site.

Surrounding Lands

To the east of the project site is located Bob Hope Drive, a relatively busy four-lane thoroughfare. To the east of Bob Hope Drive is the Agua Caliente Resort Spa and relatively undisturbed habitat similar to the project site (see Figure 3).

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Rancho Mirage Section 24 Biological Study Page 10

Dinah Shore Drive, another relatively busy four-lane thoroughfare, forms the southern boundary of the project site. Immediately south of Dinah Shore Drive is a golf course and residential development.

Another golf course and residential development are located along the western boundary of the project site.

Ramon Road, a busy four-lane thoroughfare, forms the northern site boundary. Relatively undisturbed creosote scrub habitat, similar to the project site, lies immediately north of Ramon Road.

The project site is nearly an ecological island bounded on all four sides by paved roadways (three of them carrying high volumes of traffic) and on two sides by residential developments. These undoubtedly severely limit the movement of small terrestrial animals on and off the project site.

Existing Impacts

The area has been impacted by human developments and activities on all boundaries of the project site. A residential development to the west has lifted and shielded the site from prevailing westerly winds emanating from the San Gorgonio Pass. This has had the effect of reducing wind- carried sand resulting in the partial stabilization of sand deposits across some of the project site.

Native vegetation has been removed from approximately forty acres in the northwestern corner of the site when sand was excavated to provide fill for freeway interchanges in 2010. Native vegetation has also been removed and soils compacted on the northeastern corner of the project site (approximately 40 acres) to create a temporary parking lot. Another approximately 40 acres in the southwestern corner of site has received large mounds of fill dirt in the past decade.

Several elevated bill boards have been installed along the eastern and southern edges of the site.

Unpaved access roads parallel the eastern and southern boundaries.

A four-foot high sand fence has been installed along the southern project boundary.

The entire project area has been inundated with the exotic and invasive Sahara mustard, Brassica tournefortii. The establishment of this non-native, ephemeral species has likely contributed to the stabilization of blowsand on the project site.

Project Description (Provided by Meridian Consultants)

The Agua Caliente Band of Cahuilla Indians (“Tribe”) intends to prepare an Environmental Impact Statement (EIS) for the proposed Section 24 Specific Plan in compliance with the Agua

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Rancho Mirage Section 24 Biological Study Page 11

Caliente Tribal Environmental Policy Act (Tribal Ordinance No. 28). The Tribe is acting as the lead agency for the preparation of the EIS as the Section 24 Specific Plan area is located within the boundaries of the Agua Caliente Indian Reservation.

The Specific Plan area is located within the Sphere of Influence of the City of Rancho Mirage as identified by the Riverside Local Agency Formation Commission (LAFCO). Following action on the EIS and Section 24 Specific Plan by the Tribe, the Specific Plan area may be annexed to the City of Rancho Mirage.

The Tribe and Pulte Home Corporation/SCC Rancho Mirage Holdings LP (“Pulte/SCC”) are proposing the Section 24 Specific Plan to coordinate the planning and future development of the Specific Plan area, which consists of land under separate ownerships, including approximately 120 acres located on Ramon Road that is owned by the Tribe, approximately 97 acres located on Bob Hope Drive that is allotted to members of the Tribe and under contract to be acquired by the Tribe, approximately 40 acres located on the corner of Bob Hope Drive and Dinah Shore Drive that is allotted to members of the Tribe, and 320 acres located north of Dinah Shore Drive that is currently allotted to members of the Tribe and under contract to be acquired by Pulte Homes/SCC and developed as an active adult residential community for residents aged 55 and above.

The Section 24 Specific Plan would allow development of a mix of retail, entertainment, office, hotel and residential uses intended to complement existing and planned surrounding uses in the City of Rancho Mirage. The Section 24 Specific Plan would create eight Planning Areas and a circulation system planned to support the proposed uses. Commercial uses are proposed on Ramon Road and Bob Hope Drive with residential uses proposed for the remainder of the Specific Plan area.

An active adult residential community, containing up to 1,200 units, is proposed on the 312 acres located north of Dinah Shore Drive. The Specific Plan will include development standards and design guidelines for this new residential community. Planning Area 8 will be the first portion of the Specific Plan area to develop, with full development anticipated to occur within 6-8 years.

No timeframes have been identified for development of the remaining Planning Areas, which are being programmatically planned at this time to coordinate streets and other infrastructure, and to ensure the comprehensive land use planning of the Specific Plan area in relation to existing and planned surrounding uses. The Specific Plan will include development and design standards for the Ramon Road, Bob Hope Drive and Dinah Shore Drive frontages to promote compatibility with surrounding uses. The land uses that would be allowed by the proposed Specific Plan in Planning Areas 1-7 are described below.

The proposed Specific Plan will allow approximately 67 acres of multi-family residential development, at a density of up to 18 dwelling units per acre, in Planning Areas 1B, 2B, 5, 6B and 7B. Up to 1,206 multi-family residential units would be allowed by the proposed Specific

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Plan in these areas. Retail commercial uses would be allowed in Planning Area 3, located on the corner of Ramon Road and Bob Hope Drive and Planning Area 7A, located on the corner of Bob Hope Drive and Dinah Shore Drive.

The Specific Plan would allow development of up to 777,000 square feet (s.f.) of development on the 51 acres designated for retail commercial uses. Resort flex uses, a mix of hotel, retail commercial and entertainment uses, would be allowed in Planning Areas 1A, 4 and 6A on Ramon Road and Bob Hope Drive. Up to 1,271,600 s.f. of retail commercial, hotel, and entertainment uses would be allowed on the 73 acres designated for resort flex uses. Planning Area 2A, centrally located on Ramon Road, would be designated Mixed Use Core, with up to 1,090,000 s.f. of development allowed on this 25 acres. This land use designation would allow a mix of uses, including community retail commercial uses, office, and attached residential units.

In total the Specific Plan would allow a maximum of 2,406 residential dwelling units and 3,138,000 square feet of commercial development.
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III. STUDY METHODS

Prior to the initiation of field work, reviews of the literature and institutional records were conducted to determine the biological resources that might exist within the general area and to determine the possible occurrence of special status species. Records, collections, websites and/or staff of the University of California at Riverside Herbarium, the Boyd Deep Canyon Desert Research Center and the Coachella Valley Association of Governments were consulted for specific information as to the occurrence of selected species. A California Department of Fish & Game Natural Diversity Database (updated, March, 2014) check was also reviewed.

Field surveys were initiated in February of 2014. Specific dates of biological surveys were February 10, 11, 12, 14, 15, 16, 18, 19, 20, 21, 23, 24, 25, 26 and 27; and March 1, 2, 22 and 23, 2014. Night surveys were conducted on the evenings of February 19 and 24, 2014.

Survey dates were in late winter and early spring when all plant species and resident vertebrate species can be detected when maximum daytime air temperatures exceed 80° F. (Most days exceeded 80° during field surveys.) Reducing the likelihood that any species would be detected was the existence of unusually dry winters in 2012, 2013 and 2014. Drought dictates against the germination of ephemeral plant species and reproduction and survival in all animal species. In spite of severe long-term drought, it was concluded that this phenomenon did not impact the findings in this report because of evidence of sensitive species that was discovered and historical information regarding the biota of the project site.

Surveys were conducted by walking east/west transects at 10-yard intervals through the project site. The survey pattern used has been approved by the U.S. Fish & Wildlife Service for determining the presence or absence of the burrowing owl and desert tortoise and represents an intensive survey effort that resulted in no officially listed or federally protected species being overlooked (see Results section).

Private properties surround Section 24 prohibiting offsite surveys. Inability to conduct offsite surveys was considered inconsequential because very busy four-lane thoroughfares exist on the north, south and east boundaries of the project site. In addition, a walled residential community forms the western boundary. These barriers dramatically reduce dispersal movements of species on and off the site, particularly small terrestrial vertebrates.

Animal surveys were conducted simultaneously with plant surveys. In addition, twenty-five live-animal traps (which capture animals unharmed) for large and small mammals were set within the project site for twenty-four hour periods on February 19 and 24, 2014.

In an effort to determine if large animal corridors existed on the project site special attention was given to observing and identifying animal tracks. In addition, sand sifting and smoothing was done in several areas so that tracks would be more prominent and identifiable. Road kills on surrounding paved roadways were also monitored on all site visits.

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Invertebrate sampling was conducted on the evenings of February 19 and 24, 2014. Three Bioquip Light Traps were used for attracting and live-capturing flying insects and some terrestrial arthropods. Black lights were the attracting mechanism with each trap powered by a 12-volt automobile battery. Traps were placed for maximum visibility.

Although scientific name changes occur as new discoveries are made in plant and animal taxonomy, the scientific names used in this report are taken from the standard and most available references describing the species found in the desert regions of Southern California—Bruce G.

Baldwin’s The Jepson Manual (Second Edition) published in 2012; D. P. Tibor's Inventory of rare and endangered vascular plants of California published in 2001; R. A. Stebbins' A field guide to western reptiles and amphibians published in 2003; Peterson's Bird of North America published in 2008; and E. W. Jameson’s and H. J. Peeters’ California mammals published in 2004. Plant common names used in this report are taken from Baldwin (2012), Jaeger (1969) and Tibor (2001). Animal common names are taken from Stebbins (2003), Peterson (2008) and Jameson and Peeter (2004).

Fieldwork was conducted by James Cornett (M.S., biology) and Walter Millin (B.A., environmental studies). Plant identifications were made by Andrew Sanders and Mr. Cornett.

Animal remains were identified by Robert Reynolds and Mr. Cornett. The literature review was conducted by Terry Belknap. The report was written by Mr. Cornett.

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IV. PLANT SURVEY RESULTS

A single plant association or community was found on site: the Sonoran creosote bush scrub community as described by Sawyer Keeler-Wolf (1995).

Sonoran creosote bush scrub community dominates vegetation of the entire area and is the pervasive plant community throughout the Colorado Desert of southeastern California. The creosote bush (Larrea tridentata) is, by far, the dominant perennial followed by Emory's Dalea (Dalea emoryi), wingscale (Atriplex canescens) and croton (Croton californicus).

Approximately 25% of the project site has been disturbed by road shoulder clearing, removal of topsoil for fill, grading for a temporary a parking lot and fill piling. The vegetation of these areas is dominated by weed species that germinate and grow following the damage or removal of native vegetation. Within the project area such species include Sahara mustard (Brassica tournefortii), Emory's Dalea (Dalea emoryi) and croton (Croton californicus). These species are often found throughout the California deserts wherever the natural vegetation has been removed. (The Sahara mustard is also established in undisturbed areas of the project site.)

The Inventory of Rare and Endangered Vascular Plants of California, published by the California Native Plant Society (2001), the CNDDB Special Plant List (2013) or the Endangered, Threatened, and Rare Plants of California (2013) lists a total of four plant species that could conceivably occur on the project site. They are the glandular ditaxis (Ditaxis clariana), ribbed cryptantha (Cryptantha costata), flat-seeded spurge (Chamaesyce platysperma), and Coachella Valley milk vetch (Astragalus lentiginosus coachellae).

1. The glandular ditaxis is a very rare perennial herb that blooms from December through March.

It is restricted to sandy environments in the Sonoran Desert and has been found in the Coachella Valley at elevations similar to those found on the project site. Since the glandular ditaxis is a perennial, it is likely that it would be detected during the plant surveys. It was not detected and therefore presumed to not occur onsite. This species is not listed as rare, threatened or endangered by either the state or federal governments nor is it proposed to be listed at this time.

2. The ribbed cryptantha is an uncommon ephemeral known to occur on sandy soils in the Coachella Valley. The project site can be considered suitable habitat for this species. It was not detected but the surveys were done following an early winter period of below-average precipitation when most ephemerals would not be detected. The ribbed cryptantha is not listed as rare, threatened or endangered by either the state or federal governments nor is it proposed to be listed at this time.

3. The flat-seeded spurge is an extremely rare ephemeral herb known to occur on sandy soils in the Sonoran Desert. There has been at least one specimen found in the Coachella Valley. The species was not detected but the surveys were done in a winter of below-average precipitation.

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The flat-seeded spurge is not listed as rare, threatened or endangered by either the state or federal governments nor is it proposed to be listed at this time.

4. The Coachella Valley milk vetch is an uncommon, spring-blooming ephemeral herb that is known to occur on sandy soils in the Coachella Valley. No living individuals of this subspecies were detected on or near the project site. However, many seed pods of this species were found and the area where they were located has been mapped and shown in Figure 3. Prior surveys on the project site in 2011 revealed 309 living individuals of this species within the project boundaries (Cornett, 2011). The project site appears to have a large seed bank of this species within the sandy soil and it is considered to be present today within the project boundaries.

No additional plant surveys are recommended. The only officially listed plant species that is considered to be present (as seed) is the Coachella Valley milk vetch. The milk vetch is listed as endangered by the U.S. Fish & Wildlife Service.

A complete list of vascular plant species found within the project boundaries has been placed in Table 1 of the Appendix. Taxonomic nomenclature follows Baldwin (2012). Common names are taken from Jaeger (1969), Baldwin (2012), Munz (1974) or Tibor (2001).

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V. ANIMAL SURVEY RESULTS

The fauna of the project site and surrounding vicinity is composed of species typical of sandy, windswept habitats in the Coachella Valley portion of the Colorado Desert as defined by Jaeger (1957). Animal species associated with residential subdivisions were also recorded from the site.

Arthropods
Encountered arthropods on the site included the sand scorpion (Paruroctonus mesaensis), Eleodes beetle (Eleodes armata), harvester ant (Pogonomyrmex californicus) and creosote bush grasshopper (Bootettix argentatus).

Three insect species known to occur within the Coachella Valley have been placed on the California Department of Fish and Game’s Special Animals list. They are the Coachella giant sand treader cricket (Macrobaenetes valgum), Coachella Valley Jerusalem cricket (Stenopelmatus cahuilaensis) and Coachella Valley grasshopper (Spaniacris deserticola). None of these three insect species were found during the surveys and none have any official status with the federal government. The Coachella giant sand treader cricket and Jerusalem cricket are covered species under the THCP.

Amphibians and Reptiles

No amphibian species were found during the surveys and none are expected.

Detected reptiles included the side-blotched lizard (Uta stansburiana), western whiptail (Cnemidophorus tigris), desert iguana (Dipsosaurus dorsalis), western shovel-nosed snake (Chionactis occipitalis) and sidewinder (Crotalus cerastes).

Six observations of the federally threatened Coachella Valley fringe-toed lizard, Uma inornata, were recorded (February 10, 11, 12, 18, 20, 26, 2014). Suitable habitat (surfaces of loose, windblown sand) for the lizard exists across the entire site with the exception of the temporary parking area in the northeast corner (approximately 40 acres). With this single exception, the lizard should be expected throughout the project site.

A concerted effort was made to locate sign of the officially listed desert tortoise (Goperhus agassizi). However, no evidence of any kind was found and no direct observations were made.

In addition, the California Natural Diversity Database (March, 2014) has no records of the tortoise on or within one mile of the project site. It is therefore concluded that this species does not occur within the project site and immediate vicinity and no additional surveys for this species are recommended.

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An intensive effort was also made to locate individuals or sign of the flat-tailed horned lizard, Phrynosoma mcallii. A single individual was found (February 16, 2014). Most of the project site is considered suitable habitat for this species and it may be more widespread than the discovery of a single specimen would indicate. The surveys were done in late winter and many individuals might still be in hibernation. In 2011, the U.S. Fish & Wildlife Service considered listing the flat- tailed horned lizard but elected to not do so in May of that year.

Birds

Frequently detected birds within the project area were the common raven (Corvus corax), greater roadrunner (Geococcyx californianus), mourning dove (Zenaida macroura), house finch (Carpodacus mexicanus) and Say’s phoebe (Sayornis saya).

No observations of LeConte’s thrasher (Toxostoma lecontei) were recorded during the surveys.

In the Coachella Valley this species is closely associated with golden cholla, an arborescent cactus that provides a nesting site for the thrasher. The cactus species is absent from the project area and, therefore, it was concluded the thrasher does not occupy the project site at this time.

LeConte’s thrasher is a covered species under the THCP but is not listed by the USFWS.

Two sensitive avian species were observed within the project boundaries: the burrowing owl (Athene cunicularia) and loggerhead shrike (Lanius ludovicianus).

Burrowing Owl

The burrowing owl was recorded within project site boundaries on six separate days: February 11, 16, 24, 25, and 26 and March 1, 2014. (see Figure 3 for locations). All observations were of adult birds. One active burrow was found on the project site. The entire project site is considered potential habitat for the burrowing owl.

According to the THCP, the burrowing owl is not a covered species within the Valley Floor Conservation Area. However, it is protected in the United States by the Migratory Bird Treaty Act of 1918. Mitigation of impacts to the owl is required under the Act.

Loggerhead Shrike

The loggerhead shrike was observed on two occasions within the project site boundaries:

February 20 and March 2, 2014. The locations are shown in Figure 3. No old or new nests were found but the species is likely resident in the project area because of suitable habitat and prey.

According to the THCP, the loggerhead shrike is not a covered species and has no special federal status. It is considered a Species of Special Concern by the state of California.

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Mammals

Recorded mammals included the black-tailed jackrabbit (Lepus californicus), Palm Springs ground squirrel (Spermophilus tereticaudus chlorus), desert kangaroo rat (Dipodomys deserti) and coyote (Canis latrans). No individuals of the Palm Springs Pocket Mouse (Perognathus longimembris bangsi), a covered species, were found.

The Palm Springs Ground Squirrel is the only mammalian covered species discovered within the project boundaries. It was only detected twice (February 25, 26, 2014) but should be expected throughout the project site as the habitat is suitable. It currently is not a listed species and has a much broader range than was previously thought (Federal Register, 2009). It is, therefore, unlikely that it will be listed in the foreseeable future.

Wildlife Corridors

Smoothing of surfaces to yield tracks was performed on each site visit to determine if important wildlife corridors existed on the site. Much of the project site was sampled using this technique.

Tracks of ravens, roadrunners, coyotes and black-tailed jackrabbits were each recorded.

However, no discernable and routinely used corridors could be found.

A complete list of vertebrate species observed or detected on the project site can be found in Table 2 of the Appendix.

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VI. FINDINGS AND RECOMMENDATIONS

Intensive plant and animal surveys were conducted within the boundaries of the proposed project site. Four sensitive species were detected that are classified as covered species in the Valley Floor Conservation Area of the THCP. The covered species are Coachella Valley milk vetch, Coachella Valley fringe-toed lizard, flat-tailed horned lizard and Palm Springs ground squirrel.

Under the THCP adverse impacts to these four species can be mitigated by the project proponent paying the Tribe the required mitigation fee of $2,371 per disturbed acre for all covered species.

Collected fees are used to purchase and preserve comparable habitat elsewhere in the Coachella Valley.

Three additional covered species may also occur within the project site but were not detected during the surveys. They are the Coachella giant sand treader cricket, Coachella Valley Jerusalem cricket and Palm Springs pocket mouse. Any adverse impacts to these three species are mitigated by paying the habitat mitigation fee described in the previous paragraph. Impacts to all covered species are mitigated by the payment of the one-time fee of $2,371 per acre.

Burrowing Owl

The burrowing owl was observed six separate times within the project site boundaries. One active burrow was found. According to the THCP the burrowing owl is not a covered species in the Valley Floor Conservation Area (HTCP, page 1-3). However, the Migratory Bird Act prohibits harming the owl therefore mitigation of potential adverse impacts are required. Owl mitigation is provided in the Staff Report on Burrowing Owl Mitigation prepared by the California Department of Fish and Game on March 7, 2012, and approved and accepted by the U.S. Fish & Wildlife Service. Mitigation for the owl is summarized below.

1. A preconstruction survey should take place not more than 30 days prior to project grading to determine the location of active burrows on and within 550 yards of an approved project site. If no active burrows are found in the survey area, site disturbance may commence providing a biological monitor is onsite.

2. A biological monitor, with the authority to halt or redirect grading, should be present whenever grading or construction vehicles are present and operating on the project site.

The function of the monitor is to protect burrowing owls that arrive on or near the project site after the clearance survey and during the construction period

3. The breeding season of the western burrowing owl is from February 1 through August 31 of each year. No construction disturbances of any kind should occur within 500 meters (550 yards) of an active burrow during this time period. Thus, on a project site, grading should take place from September 1 through January 30 of each year to avoid restriction or cancellation of grading because of the presence of burrowing owls during the breeding season.

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4. Resident owls present on or near the project site outside the breeding season can, in some instances, be relocated to other sites by a permitted biologist under the authorization of the U.S. Fish and Wildlife Service.

Loggerhead Shrike

According to the THCP, the loggerhead shrike is not a covered species and has no special federal status. It is considered a Species of Special Concern by the state of California. Mitigating impacts to the shrike is not required under federal statutes or the THCP. Nevertheless, it is recommended that breeding surveys be conducted simultaneously with burrowing owls surveys 30 days prior to any construction activities that are planned between February 15 and June 15, breeding seasons for both species. If a shrike nest is found, a buffer should be established in which construction activities are prohibited until all young have fledged. The width of the buffer should be determined by a qualified biologist.

Indirect Impacts

The project site is surrounded by high-volume roadways and two residential developments. As a result, it is nearly an ecological island with likely little significant biological interaction with natural habitats elsewhere in the Coachella Valley. Therefore, it is concluded that the development of the project site will have no significant indirect impacts to biological resources in the region.

Conclusion

Development of the proposed project site is not anticipated to have significant adverse impacts upon biological resources in the region providing the mitigation described in this report is implemented.

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REFERENCES

Baldwin, B. G., D. H. Goldman, D. J. Keil, R. Patterson, T. J. Rosatti and D. H. Wilken. 2012. The Jepson Manual:

Vascular Plants of California. (Second Edition) University of California Press, Berkeley, California.

California Department of Fish & Game. March, 2014. Natural Diversity Database.

California Department of Fish & Game. 2012. Staff Report on Burrowing Owl Mitigation. Natural Resources Agency, State of California.

California Department of Fish & Game Special Animals Report (2013). Natural Resources Agency, State of California.

Coachella Valley Association of Governments. 2006. The Coachella Valley Multiple Species Habitat Conservation Plan. Coachella Valley Association of Governments, Palm Desert, California.

Cornett, J. W. 2011. Summary Report of Re-vegetation Project at Ramon Road Site. Agua Caliente Band of Cahuilla Indians, Palm Springs, California.

Fish and Wildlife Service. 2009. Department of the Interior, Fish and Wildlife Service 50 CFR Part 17. Federal Register Vol. 74, No. 215.

Garrett, K. and J. Dunn. 1981. Birds of Southern California. Los Angeles Audubon Society, Los Angeles, CA.

Helix Environmental Planning. 2010. Tribal Habitat Conservation Plan. Agua Caliente Band of Cahuilla Indians, Palm Springs, California.

Jaeger, E. C. 1957. The North American deserts. Stanford University Press, Stanford, California.

Jaeger, E. C. 1969. Desert wildflowers. Stanford University Press, Stanford, California.

Jameson, E. W. Jr. and H. J. Peeters. 2004. Mammals of California. University of California Press, Berkeley, CA.

Munz, P. A. 1974. Flora of Southern California. University of California Press, Berkeley, California.

National Climatic Data Center. 2013. Climatic summaries, Asheville, North Carolina.

Peterson, R. T. 2008. Peterson field guide to birds of North America. Houghton Mifflin Company, New York, New York.

Sawyer, J. O. and T. Keeler-Wolf. 1995. A Manual of California Vegetation. California Native Plant Society, Sacramento, California.

Stebbins, R. C. 2003. A field guide to western reptiles and amphibians. Houghton Mifflin Company, Boston.

Tibor, D. P. (editor). 2001. Inventory of rare and endangered plants of California. California Native Plant Society, Sacramento, California.

Zabriskie, J. G. 1979. Plant of Deep Canyon. Philip Boyd Deep Canyon Desert Research Center, University of California, Riverside.
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VIII. CERTIFICATION STATEMENT

I, James W. Cornett, hereby certify that the statements furnished above and in the attached exhibits present the data and information required for this biological evaluation, and that the facts, statements and information presented are true and correct to the best of my knowledge and belief.

March 28, 2014 ________________________________________ Date Principal Investigator

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APPENDIX

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TABLE 1

PLANT SPECIES RECORDED
RANCHO MIRAGE SECTION 24 SITE

ANGIOSPERMAE – DICOTYLEDONES

ASTERACEAE - SUNFLOWER FAMILY
Ambrosia dumosa - Burro-weed
Dicoria canescens - Desert Dicoria
Encelia farinosa - Brittlebush
Hymenoclea salsola - Cheese-bush
Palafoxia arida - Spanish Needle
Stephanomeria exigua - Mitra

BORAGINACEAE - BORAGE FAMILY
Cryptantha micrantha - Purple-rooted Forget-me-not
Tiquilia plicata - Plicate Coldenia

BRASSICACEAE - MUSTARD FAMILY
Brassica tournefortii - Sahara Mustard

CHENOPODIACEAE - GOOSEFOOT FAMILY
Atriplex canescens - Wingscale
Salsola tragus - Russian Thistle

EUPHORBIACEAE - SPURGE FAMILY
Croton californicus - Desert Croton
Chamaesyce polycarpa - Sand-mat

FABACEAE - PEA FAMILY
Astragalus lentiginosus coachellae - Coachella Valley milk vetch Psorothamnus emoryi - Emory Dalea

GERANIACEAE - GERANIUM FAMILY
Erodium cicutarium – Filaree

NYCTAGINACEAE - FOUR-O'CLOCK FAMILY
Abronia villosa - Hairy Sand-Verbena

PLANTAGINACEAE - Plantain Family
Plantago ovata - Woolly Plantain

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SOLANACEAE - NIGHTSHADE FAMILY
Datura metaloides - Jimson Weed

TAMARICACEAE - TAMARISK FAMILY
Tamarix aphylla - Athel Tree

ZYGOPHYLLACEAE - CALTROP FAMILY
Larrea tridentata - Creosote Bush

ANGIOSPERMAE - MONOCOTYLEDONES

POACEAE - GRASS FAMILY
Bromus madritensis - Foxtail Grass
Cynodon dactylon – Bermuda Grass
Schismus barbatus - Abu-mashi

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TABLE 2

EXPECTED BREEDING OR OBSERVED VERTEBRATES

RANCHO MIRAGE SECTION 24 SITE

REPTILES

GEKKONIDAE - GECKOS
Coleonyx variegatus - Western Banded Gecko *

IGUANIDAE - IGUANIDS
Dipsosaurus dorsalis - Desert Iguana *
Gambelia wislizenii - Long-nosed Leopard Lizard ?
Phrynosoma mcallii - Flat-tailed Horned Lizard *
Uma inornata – Coachella Valley Fringe-toed Lizard *
Urosaurus graciosus - Long-Tailed Bush Lizard *
Uta stansburiana - Side-Blotched Lizard *

TEIIDAE - WHIPTAILS
Cnemidophorus tigris - Western Whiptail

LEPTOTYPHLOPIDAE - BLIND SNAKES
Leptotyphlops humilis - Western Blind Snake

COLUBRIDAE - COLUBRIDS
Arizona elegans - Glossy Snake *
Chionactis occipitalis - Western Shovel-nosed Snake *
Lampropeltis getulus - Common Kingsnake ?
Masticophis flagellum - Coachwhip
Phyllorhynchus decurtatus - Spotted Leaf-nosed Snake
Pituophis melanoleucus - Gopher Snake
Rhinocheilus lecontei - Long-nosed Snake

VIPERIDAE - VIPERS
Crotalus cerastes - Sidewinder *
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BIRDS

ANATIDAE – GEESE, SWANS AND DUCKS
Branta canadensis - Canada Goose *

ACCIPITRIDAE - OSPREY, HAWKS, EAGLES
Buteo jamaicensis - Red-Tailed Hawk *

FALCONIDAE - FALCONS
Falco sparverius - American Kestrel *

STRIGIDAE - TYPICAL OWLS
Athene cunicularia – Burrowing Owl *

COLUMBIDAE - PIGEONS AND DOVES
Columba livia - Rock Dove *
Zenaida macroura - Mourning Dove *

CUCULIDAE - CUCKOOS
Geococcyx californianus - Greater Roadrunner *

TROCHILIDAE - HUMMINGBIRDS
Calypte costae - Costa's Hummingbird *

TYRANNIDAE - TYRANT FLYCATCHERS
Sayornis saya - Say's Phoebe *

CORVIDAE - CROWS AND JAYS
Corvus corax - Common Raven *

MIMIDAE - MOCKINGBIRDS AND THRASHERS
Mimus polyglottos - Northern Mockingbird *

STURNIDAE - STARLINGS
Sturnus vulgaris - European Starling *

LANIIDAE - SHRIKES
Lanius ludovicianus - Loggerhead Shrike *

ICTERIDAE – BLACKBIRDS AND ORIOLES
Euphagus cyanocephalus - Brewer's Blackbird *
Quiscalus mexicanus – Great-tailed Grackle *
Sturnella neglecta – Western Meadowlark *

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BIRDS (continued)

EMBERIZIDS – SPARROWS
Amphispiza belli – Sage Sparrow *

PLOCEIDAE - WEAVER FINCHES
Passer domesticus - House Sparrow *

FRINGILLIDAE - FINCHES
Carpodacus mexicanus - House Finch *

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MAMMALS

VESPERTILIONIDAE - EVENING BATS
Pipistrellus hesperus - Western Pipistrelle

MOLOSSIDAE - FREE-TAILED BATS
Tadarida brasiliensis - Brazilian Free-tailed Bat

LEPORIDAE - HARES AND RABBITS
Lepus californicus - Black-tailed Jackrabbit *

SCIURIDAE - SQUIRRELS
Spermophilus tereticaudus chlorus – Palm Springs Ground Squirrel *

GEOMYIDAE - POCKET GOPHERS
Thomomys bottae - Botta Pocket Gopher *

HETEROMYIDAE - POCKET MICE, KANGAROO RATS
Dipodomys deserti - Desert Kangaroo Rat *

CRICETIDAE - DEER MICE AND WOODRATS
Peromyscus maniculatus - Deer Mouse *

CANIDAE - FOXES, WOLVES, AND COYOTES
Canis latrans - Coyote *

* = Sign or individual observed on site
? = Possible occurrence on or near site; not detected during surveys

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APPENDIX E
Geotechnical Report
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75-400 Gerald Ford Drive, Unit 107 75-400 Gerald Ford Drive, Unit 107 Palm Desert, CA 92211Palm Desert, CA 92211 760.776.4192 760.776.4192  760.776.4080 Fax 760.776.4080 Fax  www.leightongroup.com www.leightongroup.com 

T R A N S M I T T A L

To: Meridian Consultants, LLC May 15, 2014
860 Hampshire Road, Suite P
Westlake Village, CA 91361 Project No. 10143.003

Attn: Mr. Tony Locacciato, AICP

Transmitted: The Following: For:

X Mail/Overnight Draft Report X Your Use
Courier X Final Report As Requested
Pick Up Extra Report
Proposal
Other

Subject: Soils/Geology Review, Section 24 Specific Plan - Rancho Mirage Area, Riverside County, California

LEIGHTON AND ASSOCIATES, INC.

By: Robert F. Riha, CEG / Simon I. Saiid, GE

Copies to: (3) Addressee

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SOILS/GEOLOGY REVIEW
SECTION 24 SPECIFIC PLAN -

RANCHO MIRAGE AREA

RIVERSIDE COUNTY, CALIFORNIA

Prepared for

MERIDIAN CONSULTANTS, LLC
860 Hampshire Road, Suite P
Westlake Village, California 91361

Project No. 10143.003

May 15, 2014
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May 15, 2014
Project No. 10143.003
Meridian Consultants, LLC
860 Hampshire Road, Suite P
Westlake Village, CA 91361

Attention: Mr. Tony Locacciato, AICP

Subject: Soils/Geology Review
Section 24 Specific Plan - Rancho Mirage Area
Riverside County, California

In accordance with your request and authorization, we are pleased to present herewith the results of our geotechnical/geologic review of the subject site located southwest of the intersection of Ramon Road and Bob Hope Drive, north of Dinah Shore Drive and east of Los Alamos Road, in the Rancho Mirage area of unincorporated Riverside County, California. We understand that the subject site/parcels, known collectively as planned “Section 24” will consist of a mix of retail, entertainment, office, resort and residential development. This report summarizes our findings and conclusions, and provides preliminary geotechnical recommendations for site development. Based on the results of this review, the site is considered suitable for the intended use provided our recommendations included herein are properly incorporated during design and construction phases of development. However, design level geotechnical evaluations will be needed to further define the extent of remedial grading and/or allowable settlements based on individual building loads and requirements.

If you have any questions regarding this report, please do not hesitate to contact the undersigned. We appreciate this opportunity to be of service on this project.

Respectfully submitted,
LEIGHTON AND ASSOCIATES, INC.

Simon I. Saiid
GE 2641 (Exp. 09/30/15)
Principal Engineer
Robert F. Riha
CEG 1921 (Exp. 02/29/16)
Senior Principal Geologist
Distribution: (3) Addressee
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Soils/Geology Review May 15, 2014
Section 24 Specific Plan - Rancho Mirage Area, Riverside County, California Project No. 10143.003

- i -

T A B L E O F C O N T E N T S
Section Page

1.0 I N T R O D U C T I O N ........................................................................................... 1

1.1 Purpose and Scope ............................................................................................. 1

1.2 Site Location and Description ............................................................................. 1

1.3 Proposed Development....................................................................................... 2

2.0 FIELD EXPLORATION AND LABORATORY TESTING ............... 3

2.1 Field Exploration .................................................................................................. 3

2.2 Laboratory Testing .............................................................................................. 3

3.0 GEOTECHNICAL AND GEOLOGIC FINDINGS ................................ 4

3.1 Regional Geology ................................................................................................ 4

3.2 Site Specific Geology .......................................................................................... 4

3.2.1 Undocumented Fill (Map Symbol Afu) ................................................................4

3.2.2 Dune Sand (Map symbol Qs) .............................................................................5

3.2.3 Quaternary Alluvium (Map Symbol Qal) .............................................................5

3.3 Groundwater and Surface Water ........................................................................ 5

3.4 Faulting and Fissuring ......................................................................................... 5

3.5 Ground Shaking .................................................................................................. 6

3.6 Dynamic Settlement (Liquefaction and Dry Settlement) ..................................... 7

3.7 Flooding ............................................................................................................... 7

3.8 Seiche and Tsunami ........................................................................................... 7

3.9 Expansive/Collapsible Soils ................................................................................ 7

3.10 Slope Stability and Landslides ............................................................................ 7

4.0 S U M M AR Y O F FI N D I N G S AN D C O N C L U S I O NS ....................... 8

5.0 R E C O M M E N D AT I O N S ............................................................................... 9

5.1 General ................................................................................................................ 9

5.2 Earthwork Considerations ................................................................................... 9

5.2.1 Site Preparation and Remedial Grading .............................................................9

5.2.2 Cut/Fill Transition Lots ......................................................................................10

5.2.3 Structural Fills ...................................................................................................10

5.2.4 Shrinkage and Subsidence ..............................................................................11

5.2.5 Import Soils .......................................................................................................11

5.2.6 Utility Trenches .................................................................................................11

5.2.7 Drainage ...........................................................................................................12

5.2.8 Slope Design and Construction ........................................................................12

5.3 Foundation Design ............................................................................................ 13

5.3.1 Bearing and Lateral Pressures .........................................................................13

5.3.2 Settlement ........................................................................................................14 12-1638

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5.3.3 Vapor Retarder .................................................................................................14

5.4 Retaining Walls ................................................................................................. 14

5.5 Geochemical Characteristics ............................................................................ 16

5.6 Preliminary Pavement Design Parameters ....................................................... 16

6.0 GEOTECHNICAL CONSTRUCTION SERVICES ............................ 18

7.0 LIMITATIONS ................................................................................................ 19 REFERENCES ........................................................................................................ 20

Accompanying Tables, Figures, Plates and Appendices

Tables
Table 1. 2013 CBC Site-Specific Seismic Coefficients ................................................... 6 Table 2. Retaining Wall Design Earth Pressures (Static, Drained) ............................... 15 Table 3. Preliminary Pavement Design ........................................................................ 16

Figures End of Text
Figure 1 – Site Location Map
Figure 2 – Regional Geologic Map

Plates
Plate 1 – Geotechnical Map

Appendices
Appendix A – Field Exploration / Geotechnical Borings
Appendix B – Results of Geotechnical Laboratory Testing Appendix C – General Earthwork and Grading Specifications Appendix D – ASFE Important Information about your Geotechnical Engineering Report

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1.0 I N T R O D U C T I O N

1.1 Purpose and Scope
This soils/geology review is for the proposed “Section 24 Specific Plan” project located in the Rancho Mirage area of Riverside County, California (see Figure 1).

Our scope of services for this review included the following:
 Review of sequential pairs of aerial photographs and our in-house and relevant published data for this area (see references at the end of this report).  A site geologic reconnaissance and visual observations of surface conditions.  Excavation, sampling and logging of 9 exploratory geotechnical hollow stem auger borings throughout the site. Logs of test borings are presented in Appendix A.
 Laboratory testing of representative soil samples obtained from the subsurface exploration program. A brief description of laboratory testing procedures and laboratory test results are presented in Appendix B.  Geotechnical engineering analyses performed or as directed by a California registered Geotechnical Engineer (GE) including preliminary foundation and seismic design parameters based on the 2013 California Building Code (CBC). A California Certified Engineering Geologist (CEG) performed engineering geology review of site geologic hazards.
 Preparation of this report which presents the results of our review and provides preliminary geotechnical recommendations for the proposed development.

This report is not intended to be used as an environmental site assessment (Phase I or other).

1.2 Site Location and Description
The project site is located on several contiguous undeveloped parcels (Assessor Parcel Numbers (APNs) 673-120-021; -022; -023; -024; and -025), totaling approximately 577.33 acres (gross). The property is located southwest of the intersection of Ramon Road and Bob Hope Drive, north of Dinah Shore Drive, east of Los Alamos Road in an unincorporated portion of Riverside County, California (within the sphere of influence of the City of Rancho Mirage). The approximate limits of the site are shown on the Site Location Map, Figure 1. The property is 12-1640

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located immediately west of the Aqua Caliente Casino Resort Spa; north and east of the Westin Mission Hills resort community and northwest of Desert Ridge Plaza shopping center.

Topographically, the site and surrounding area slopes to the north and north-east.

Site elevations range from high point elevation of approximately 356 feet above mean sea level (msl) near the southwestern corner to a low point elevation of approximately 248 feet (msl) near the northeast corner of the property.

The site is currently vacant land characterized with typical sand dune topography.

It appears that a borrow source was located along the central western boundary and as well as an area for soil stockpiling in the southwest corner. Remnants of gravel parking lot are located at northeast corner, adjacent to intersection of Bob Hope Drive and Ramon Road.

1.3 Proposed Development
Based on a provided project description and conceptual plan by MSA Consulting, we understand that the proposed mix-use development will consist of retail, entertainment, office space, resort, residential lots, park sites, open spaces, several lakes and associated street improvements. Although structural loads are not known to us at this time, typical column loads for retail, office/hotel, and commercial structures are expected to range up to 200 kips and perimeter bearing wall loads are to range up to 6 kips per lineal foot. We anticipate residential lots to host a one- or two-story single or multi-family residential homes consisting of typical wood-frame structure with slab-on-grade foundations.

We anticipate that site grading will include typical cut and fill grading to create level pads, access streets and maximum 3:1 (horizontal to vertical) slopes. Based on provided preliminary Earthwork Exhibit (ALT 10) prepared by MSA Consulting Inc. (MSA, 2014) the maximum proposed cut and fill thickness is on the order of 45 feet (cut) to 50 feet (fill).
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2.0 FIELD EXPLORATION AND LABORATORY TESTING

2.1 Field Exploration
Our field exploration program consisted of 9 hollow-stem auger borings excavated at the approximate locations shown on the Geotechnical Map (Plate 1, Geotechnical Map). During excavation, bulk samples and relatively “undisturbed” Ring samples were collected from the exploration borings for further laboratory testing and evaluation. The relatively undisturbed samples were obtained utilizing a modified California drive sampler (2⅜-inch inside diameter and 3-inch outside diameter) driven 18 inches in general accordance with ASTM Test Method D3550.

Standard penetration tests (SPT) were performed using a 2-inch outside diameter (1⅜-inch inside diameter) sampler driven 18 inches in general accordance with ASTM Test Method D1586. The number of blows to drive the samplers are recorded on the boring logs for each 6-inch increment (unless encountering refusal or >50 blows per 6 inches). Sampling was conducted by a staff geologist from our firm. After logging and sampling, the excavations were loosely backfilled with spoils generated during excavation. The logs of exploratory test borings are presented in Appendix A.

2.2 Laboratory Testing
Laboratory tests were performed on representative bulk and undisturbed drive samples to provide a basis for development of remedial earthwork and geotechnical design parameters. Selected samples were tested for the following parameters: insitu moisture and density, maximum dry density (Proctor), R-Value, gradation, collapse, soluble sulfate, pH, resistivity and chloride content. The results of our laboratory testing are presented in Appendix B. 12-1642

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3.0 GEOTECHNICAL AND GEOLOGIC FINDINGS

3.1 Regional Geology
The site is located within the Coachella Valley area in the Colorado Desert Geomorphic Province of California. The San Bernardino Mountains of the Transverse Ranges Geomorphic Province are to the north and the San Jacinto Mountains of the Peninsular Range are to the south. The dominant structural feature in this region is the active San Andreas transform system that consists of several major northwest-trending right lateral strike slip faults that extend through the San Gorgonio pass along the southern foothills of the San Bernardino Mountains, and along the northeast margin of the Coachella Valley. The San Andreas Fault Zone is composed of a series of fault zones of which the South Branch of the San Andreas is located in the vicinity, generally north of the site.

Figure 2, Regional Geologic Map, depicts the fault location and shows the region as underlain by unconsolidated Holocene sediments (alluvium and other deposits).

The site itself is underlain by wind-blown (aeolian) sand deposits as well as alluvial soil eroded from the nearby mountains and deposited in the site vicinity.

3.2 Site Specific Geology
Based on the results of our field exploration and review of relevant geologic data for this area (see References), the site subsurface materials consist of dune sands over alluvium to the depths explored. Stockpiled undocumented fill soils are locally observed onsite. These units are discussed in the following sections in order of increasing age and further described on the logs of geotechnical borings in Appendix A.

3.2.1 Undocumented Fill (Map Symbol Afu)
As indicated above, a borrow source and associated grading was located along the central, western boundary and soil stockpiling was observed in the southwest corner. Grading to produce a large gravel parking field was also noted in the north east corner of the site. If encountered during site grading, undocumented fills are considered unsuitable for support of additional fill or structures or other planned improvements. The undocumented fill soils appear to be generated from onsite or nearby sources; hence they should be generally suitable for use as compacted fills provided they are cleared of debris, organics, and any deleterious materials. 12-1643

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3.2.2 Dune Sand (Map symbol Qs)
Dune sand materials are expected to mantle the majority of the site. The depth of the dune sand materials cannot be easily verified based on this limited investigation and relatively homogenous onsite alluvium. However, it is estimated that the dune sands generally extend to a depth varying from 5 to 20 feet below ground surface (BGS). These materials generally consist of light brown gray to darker gray and loose to medium dense silty sand to poorly-graded fine sand. Based on the results of our laboratory testing, these materials are expected to possess a very low expansion potential (EI<21) and N-values ranging from 5 to 15 blows/foot.

3.2.3 Quaternary Alluvium (Map Symbol Qal)
Quaternary-aged alluvial deposits were encountered in all of our borings to the maximum depth explored. As encountered, the alluvium typically consists of light brown to brownish gray, medium dense to very dense, poorly-graded fine sand to sand with silt. The alluvium is expected to generally possess very low expansion potential (EI<21).

3.3 Groundwater and Surface Water
Groundwater was not encountered in any of the borings and no standing water was observed on the ground surface during the time of the investigation.

According to Department of water Resources, Southern District, Well 04S05E29A001S located west of the site, groundwater depths may be between 160 and 175 feet below ground surface (bgs). Based on this data, it appears that shallow groundwater has not been present recently, or historically. As such, groundwater is not expected to be a constraint to development of the site and considered to be no impact to this site. However, it should be noted that local perched water conditions may exist intermittently and may fluctuate seasonally, depending on rainfall and irrigation conditions . Surface runoff from the adjacent elevated portions of the site should be anticipated.

3.4 Faulting and Fissuring
This site is not located within a currently designated Alquist-Priolo Earthquake Fault Zone or County of Riverside Fault Zone. No active, inactive fault traces or fissuring are known to traverse the planned development portions (Bryant and Hart, 2007) and no evidence of onsite faulting was observed during our investigation. As defined by the California Geologic Survey, an active fault is one that has had surface displacement within the Holocene Epoch (roughly the last 11,000 years).
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The closest known active fault zone is the Coachella Segment of the San Andreas Fault Zone located approximately, 5.0 miles (7.6 km) northwest of the site (Blake, 2000d). Twenty eight active faults are known to exist within 100 Km (62.4 miles) of the site. A table of the major active earthquakes (>5.5 Mw) within 20 miles of the site in the last 150 years is presented in the table below. The South Branch Segment of the San Andreas Fault Zone is considered to be the source of the design earthquake. Due to the distance to active fault(s), ground rupture at this site is considered to be no impact.

Fault Segment Distance from Site Moment Magnitude
San Andreas 4.7 miles (7.6 Km) 7.1
Burnt Mountain 9.6 miles (15.5 Km) 6.4
Eureka Peak 11.8 miles (19.0 Km) 6.4
Pinto Mountain 20.3 miles (32.7 Km) 7.0

3.5 Ground Shaking
Strong ground shaking can be expected at the site during moderate to severe earthquakes in this general region. This is common to virtually all of Southern California and can be considered a significant impact. Intensity of ground shaking at a given location depends primarily upon earthquake magnitude, site distance from the source, and site response (soil type) characteristics. Based on the 2013 California Building Code (CBC) and using the USGS Ground Motion Parameter Calculator, the seismic coefficients for this site are provided in the following table:

Table 1. 2013 CBC Site-Specific Seismic Coefficients
CBC Categorization/Coefficient Design Value (g)
Site Longitude (-116.41581) Site Latitude (33.80725)
Site Class Definition D
Mapped Spectral Response Acceleration at 0.2s Period, Ss 2.01 Mapped Spectral Response Acceleration at 1s Period, S1 0.97 Short Period Site Coefficient at 0.2s Period, Fa 1.00
Long Period Site Coefficient at 1s Period, Fv 1.50
Adjusted Spectral Response Acceleration at 0.2s Period, SMS 2.01 Adjusted Spectral Response Acceleration at 1s Period, SM1 1.46 Design Spectral Response Acceleration at 0.2s Period, SDS 1.34 Design Spectral Response Acceleration at 1s Period, SD1 0.97 * g- Gravity acceleration
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3.6 Dynamic Settlement (Liquefaction and Dry Settlement) Liquefaction and dynamic settlement of cohesionless soils can be caused by strong vibratory motion due to earthquakes. Research and historical data indicate that loose granular soils below a near-surface groundwater table are most susceptible to liquefaction. Due to the absence of shallow groundwater, the liquefaction-induced settlement is considered to be no impact for this site.

However, during a strong seismic event, seismically-induced settlement can still occur within loose to moderately dense, dry or saturated granular soils. Settlement caused by ground shaking is often non-uniformly distributed, which can result in differential settlement. Based on the proposed remedial grading recommendations in areas of planned development, the potential total settlement resulting from ground shaking is considered minimal or less than ½ inch in the upper 50 feet of soils. The seismically-induced ground settlement is considered to be less than significant impact when the recommendations contained herein are implemented.

3.7 Flooding
The site is not within a FEMA flood plain. However, the northeast portion of the site is within a Coachella Valley Water District flood hazard area (CVWD, 2014 and Northwest Hydraulics, 2014).

3.8 Seiche and Tsunami
Due to the sites elevated location and lack of nearby open bodies of water, the possibility of the seiches or tsunami is considered to be no impact for this site.

3.9 Expansive/Collapsible Soils
Limited laboratory testing indicated that onsite soils possess a very low expansion potential (EI<21). Based on the remedial grading recommendations in areas of planned development, the potential impact due to collapsible soils, if they exist onsite, is less than significant.

3.10 Slope Stability and Landslides
Cut and fill slopes are currently planned on the order of approximately 20 feet high at inclinations of 3:1 (horizontal to vertical). As such, slope instability is not considered an issue at this site. The site is not considered susceptible to seismically induced landslides and therefore there is no impact for this site. 12-1646

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4.0 S U M M AR Y O F FI N D I N G S AN D C O N C L U S I O NS Based on the results of this review, it is our opinion that the proposed development is feasible from a geotechnical/geologic standpoint. The following is a summary of the main geotechnical findings or factors that may affect development of the site.  The existing onsite soils appear to be suitable for reuse as fill during proposed grading provided they are relatively free of organic material and debris.  Undocumented fill soils (existing stockpiled soils), topsoil, and loose dune sand are considered to be potentially compressible. These materials should be recompacted in areas of planned development.
 The near surface soils are potentially compressible in their present state and may settle under the surcharge of fills or foundation loading. As such, these materials should be removed (over-excavated) and re-compacted in all settlement- sensitive areas based on specific building loads and settlement criteria for individual structures.
 Based on our subsurface exploration, it is our opinion that the onsite earth materials can be excavated with heavy-duty conventional grading equipment in good working condition.
 Evidence of active faulting was not identified within or projecting into the planned development area. Strong ground shaking may occur at this site due to local earthquake activity.
 Groundwater was not encountered; however, perched groundwater may develop in areas of soils with contrasting permeabilities possibly resulting in saturated soil conditions.
 Based on preliminary laboratory results and field observations, onsite earth materials are expected to possess a very low expansion potential and negligible sulfate exposure to concrete.
 Cut/Fill slopes are anticipated to be less than 20 feet in height and are expected to be grossly stable. Due to the cohesionless nature of site soils, surficial erosion should be anticipated.
 Unprotected pads and slope faces will be susceptible to erosion. This risk can be reduced by planting the slopes as soon as possible after grading, and by maintaining proper erosion control measures.
 A relative small low lying northeast portion of the site is located within a local CVWD Flood Hazard area. The design civil engineer should review this condition and address the flood design mitigation.
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5.0 R E C O M M E N D AT I O N S

5.1 General
Based on the results of this review, it is our opinion that the subject site is suitable for the proposed development from a geotechnical viewpoint. Design and grading of the site should be in accordance with our recommendations included in this report and based on additional site-specific development plans and evaluations made during design and construction by the geotechnical consultant.

5.2 Earthwork Considerations
Earthwork should be performed in accordance with the General Earthwork and Grading Specifications in Appendix C as well as the following recommendations.

The recommendations contained in Appendix C, are general grading specifications provided for typical grading projects and some of the recommendations may not be strictly applicable to this project. The specific recommendations contained in the text of this report supersede the general recommendations in Appendix C.

The contract between the developer and earthwork contractor should be worded such that it is the responsibility of the contractor to place the fill properly in accordance with the recommendations of this report, and applicable County Grading Ordinances, notwithstanding the testing and observation of the geotechnical consultant during construction.

5.2.1 Site Preparation and Remedial Grading
Prior to grading, the proposed structural improvement areas (i.e. all structural fill areas, pavement areas, buildings, etc.) of the site should be cleared of surface and subsurface obstructions, heavy vegetation and boulders. Roots and debris should be disposed of offsite. Septic Tanks or seepage pits, if encountered, should be abandoned in accordance with the County of Riverside Department of Health Services guidelines.

The near surface soils are potentially compressible in their present state and may settle under the surcharge of fills or foundation loading. As such, these materials should be removed (over-excavated) and re-compacted in all settlement-sensitive areas in accordance with specific building loads and/or settlement criteria for individual structures. In general, it is estimated that with pre-watering to optimum moisture condition to depths of 5 to 7 feet below existing grades (in fill areas) the planned remedial removal depths may range from 3 to 5 feet below bottom of footings for most buildings. In 12-1648

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general, the depth of removal should be anticipated to extend to 3 feet below street subgrade, pad subgrade or footing bottom, or whichever is deeper. However, such criteria should be further verified based on review of future site development plans and foundation loads.

Acceptability of all removal bottoms should be reviewed by the geotechnical consultant and documented in the as-graded geotechnical report. The removal limit should be established by a 1:1 (horizontal: vertical) projection from the edge of fill soils supporting settlement-sensitive structures downward and outward to competent material identified by the geotechnical consultant. Removal will also include benching into competent material as the fills rise. Areas adjacent to existing structures or property limits may require special considerations and monitoring. Steeper temporary slopes in these areas may be considered.

5.2.2 Cut/Fill Transition Lots
In order to mitigate the impact of underlying cut/fill transition conditions, we recommend over-excavation of the cut portion of transition lots. Over- excavation should extend to a minimum depth of 3 feet below the bottom of the proposed footings or one-half of the maximum fill thickness on the lot, whichever is deeper (not to exceed 10 feet). This overexcavation does not include scarification or preprocessing prior to placement of fill.

5.2.3 Structural Fills
The onsite soils are generally suitable for re-use as compacted fill provided they are free of debris and organic matter. Areas to receive structural fill and/or other surface improvements should be scarified to a minimum depth of 8 inches, conditioned to at least optimum moisture content, and recompacted. Fill soils should be placed at a minimum of 90 percent relative compaction (based on ASTM D1557) and near or above optimum moisture content. Placement and compaction of fill should be performed in accordance with local grading ordinances under the observation and testing of the geotechnical consultant. The optimum lift thickness to produce a uniformly compacted fill will depend on the type and size of compaction equipment used. In general, fill should be placed in uniform lifts not exceeding 8 inches in thickness.

Fill slope keyways will be necessary at the toe of all fill slopes and cut slope replacement fills. Keyway schematics, including dimensions and subdrain recommendations, are provided in Appendix C. All keyways should be excavated into dense bedrock or dense alluvium as determined by the geotechnical engineer. The cut portions of all slope and keyway excavations should be geologically mapped and approved by a geologist prior to fill placement.
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Fills placed on slopes steeper than 5:1 (horizontal:vertical) should be benched into dense soils (see Appendix C for benching detail). Benching should be of sufficient depth to remove all loose material. A minimum bench height of 2 feet into approved material should be maintained at all times.

5.2.4 Shrinkage and Subsidence
The volume change of excavated onsite materials upon compaction is expected to vary with materials, volume of roots and deleterious materials, density, insitu moisture content, location, and compaction effort. The in- place and compacted densities of soil materials vary and accurate overall determination of shrinkage and bulking cannot be made. Therefore, we recommend site grading include, if possible, a balance area or ability to adjust import quantities to accommodate some variation. Based on our experience with similar materials, we anticipate 12 to 15 percent shrinkage in the upper 5 to 10 feet of dune sand/alluvium.

Subsidence due solely to scarification, moisture conditioning and recompaction of the exposed bottom of overexcavation, is expected to be on the order of 0.10 foot. This should be added to the above shrinkage value for the recompacted fill zone, to calculate overall recompaction subsidence.

5.2.5 Import Soils
Import soils and/or borrow sites, if needed, should be evaluated by the geotechnical consultant prior to import. Import soils should be uncontaminated, granular in nature, free of organic material (loss on ignition less-than 2 percent), have a very low expansion potential (with an Expansion Index less than 21) and have a low corrosion impact to the proposed improvements.

5.2.6 Utility Trenches
Utility trenches should be backfilled with compacted fill in accordance with Sections 306-1.2 and 306-1.3 of the Standard Specifications for Public Works Construction, (“Greenbook”), 2012 Edition (or most recent). Fill material above the pipe zone should be placed in lifts not exceeding 8 inches in uncompacted thickness and should be compacted to at least 90 percent relative compaction (ASTM D 1557) by mechanical means only.

Site soils may generally be suitable as trench backfill provided these soils are screened of rocks over 1½ inches in diameter and organic matter. If imported sand is used as backfill, the upper 3 feet in building and pavement areas should be compacted to 95 percent. The upper 6 inches of backfill in all pavement areas should be compacted to at least 95 percent relative compaction.
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Where granular backfill is used in utility trenches adjacent moisture sensitive subgrades and foundation soils, we recommend that a cut-off “plug” of impermeable material be placed in these trenches at the perimeter of buildings, and at pavement edges adjacent to irrigated landscaped areas.

A “plug” can consist of a 5-foot long section of clayey soils with more than 35-percent passing the No. 200 sieve, or a Controlled Low Strength Material (CLSM) consisting of one sack of Portland-cement plus one sack of bentonite per cubic-yard of sand. CLSM should generally conform to Section 201-6 of the Standard Specifications for Public Works Construction, (“Greenbook”), 2012 Edition. This is intended to reduce the likelihood of water permeating trenches from landscaped areas, then seeping along permeable trench backfill into the building and pavement subgrades, resulting in wetting of moisture sensitive subgrade earth materials under buildings and pavements.

Excavation of utility trenches should be performed in accordance with the project plans, specifications and the California Construction Safety Orders (2012 Edition or more current). The contractor should be responsible for providing a "competent person" as defined in Article 6 of the California Construction Safety Orders. Contractors should be advised that sandy soils (such as fills generated from the onsite alluvium) could make excavations particularly unsafe if all safety precautions are not properly implemented. In addition, excavations at or near the toe of slopes and/or parallel to slopes may be highly unstable due to the increased driving force and load on the trench wall. Spoil piles from the excavation(s) and construction equipment should be kept away from the sides of the trenches. Leighton does not consult in the area of safety engineering.

5.2.7 Drainage
All drainage should be directed away from structures, slopes and pavements by means of approved permanent/temporary drainage devices.

Adequate storm drainage of any proposed pad should be provided to avoid wetting of foundation soils. Irrigation adjacent to buildings should be avoided when possible. As an option, sealed-bottom planter boxes and/or drought resistant vegetation should be used within 5-feet of buildings.

5.2.8 Slope Design and Construction
Based on our understanding and planning purposes, all fill and cut slopes will be designed and constructed at 3:1 (horizontal:vertical) with benches at maximum 30 foot intervals. These slopes are considered grossly stable for static and pseudostatic conditions. For planning purposes, cut slopes exceeding 5 feet in height should be constructed as replacement fill slopes due to the highly erosive nature of site soils. Future grading plans should be subject to further review and evaluation.
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The outer portion of fill slopes should be either overbuilt by 2 feet (minimum) and trimmed back to the finished slope configuration or compacted in vertical increments of 5 feet (maximum) by a weighted sheepsfoot roller as the fill is placed. The slope face should then be track- walked by dozers of appropriate weight to achieve the final slope configuration and compaction to the slope face.

Slope faces are inherently subject to erosion, particularly if exposed to wind, rainfall and irrigation. Landscaping and slope maintenance should be conducted as soon as possible in order to increase long-term surficial stability. Berms should be provided at the top of fill slopes. Drainage should be directed such that surface runoff on the slope face is minimized

5.3 Foundation Design

5.3.1 Bearing and Lateral Pressures
Based on our analysis, the proposed residential/ and retail/commercial structures may be founded on conventional foundation systems based on the design parameters provided below. The proposed foundations and slabs should be designed in accordance with the structural consultants’ design, the minimum geotechnical recommendations presented herein, and the 2013 CBC. In utilizing the minimum geotechnical foundation recommendations, the structural consultant should design the foundation system to acceptable deflection criteria as determined by the architect.

Foundation footings may be designed with the following geotechnical design parameters:
 Bearing Capacity: A net allowable bearing capacity of 2,000 pounds per square foot (psf), or a modulus of subgrade reaction of 150 pci may be used for design of footings founded entirely into compacted fill.

The footings should extend a minimum of 12 inches below lowest adjacent grade. A minimum base width of 18 inches for continuous footings and a minimum bearing area of 3 square feet (1.75 ft by 1.75 ft) for pad foundations should be used. Additionally, an increase of one-third may be applied when considering short-term live loads (e.g. seismic and wind).
 Passive Pressures: The passive earth pressure may be computed as an equivalent fluid having a density of 300 psf per foot of depth, to a maximum earth pressure of 3,000 pounds per square foot. A coefficient of friction between soil and concrete of 0.35 may be used with dead load forces. When combining passive pressure and frictional resistance, the passive pressure component should be reduced by one-third
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The footing width, depth, reinforcement, slab reinforcement, and the slab- on-grade thickness should be designed by the structural consultant based on recommendations and soil characteristics indicated herein and the most recently adopted edition of the CBC.

5.3.2 Settlement
For preliminary design purposes, the project civil engineer, structural engineer, and architect should consider the potential effects of both static settlement and dynamic settlement presented below.
 Static Settlement: Most of the static settlement of onsite soils is expected to be immediate or within 30 days following fill placement. A differential static settlement of 0.5 inch over a 40-foot span may be considered. Additional settlement will also occur in the future if sites grades are raised or due to specific or large footing/foundation loads.

 Dynamic Settlement: Based on our analysis, we estimate that total dynamic settlement is expected to be less than 0.5 inch. Differential settlement is expected to be minimal or less than 0.25 inches over a 40-foot horizontal span.

5.3.3 Vapor Retarder
It has been a standard of care to install a moisture retarder underneath all slabs where moisture condensation is undesirable. Moisture vapor retarders may retard but not totally eliminate moisture vapor movement from the underlying soils up through the slabs. Moisture vapor transmission may be additionally reduced by use of concrete additives. Leighton does not practice in the field of moisture vapor transmission evaluation/mitigation. Therefore, we recommend that a qualified person/firm be engaged/consulted with to evaluate the general and specific moisture vapor transmission paths and any impact on the proposed construction. This person/firm should provide recommendations for mitigation of potential adverse impact of moisture vapor transmission on various components of the structure as deemed appropriate.

The slab subgrade soils should be well wetted prior to placing concrete.

5.4 Retaining Walls
Retaining wall earth pressures are a function of the amount of wall yielding horizontally under load. If the wall can yield enough to mobilize full shear strength of backfill soils, then the wall can be designed for "active" pressure. If the wall cannot yield under the applied load, the shear strength of the soil cannot be mobilized and the earth pressure will be higher. Such walls should be designed for "at rest" conditions. If a structure moves toward the soils, the 12-1653

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resulting resistance developed by the soil is the "passive" resistance. Retaining walls backfilled with non-expansive soils should be designed using the following equivalent fluid pressures:

Table 2. Retaining Wall Design Earth Pressures (Static, Drained) Loading
Conditions
Equivalent Fluid Density (pcf)
Level Backfill 2:1 Backfill
Active 35 50
At-Rest 50 80
Passive* 300 150 (2:1, sloping down)
* This assumes level condition in front of the wall will remain for the duration of the project, not to exceed 3,000 psf at depth. If sloping down (2:1) grades exist in front of walls, then they should be designed using passive values reduced to ½ of level backfill passive resistance values.

Unrestrained (yielding) cantilever walls should be designed for the active equivalent-fluid weight value provided above for very low to low expansive soils that are free draining. In the design of walls restrained from movement at the top (non-yielding) such as basement or elevator pit/utility vaults, the at-rest equivalent fluid weight value should be used. Total depth of retained earth for design of cantilever walls should be measured as the vertical distance below the ground surface measured at the wall face for stem design, or measured at the heel of the footing for overturning and sliding calculations. Should a sloping backfill other than a 2:1 (horizontal:vertical) be constructed above the wall (or a backfill is loaded by an adjacent surcharge load), the equivalent fluid weight values provided above should be re-evaluated on an individual case basis by us.

Non-standard wall designs should also be reviewed by us prior to construction to check that the proper soil parameters have been incorporated into the wall design.

All retaining walls should be provided with appropriate drainage. The outlet pipe should be sloped to drain to a suitable outlet. Typical wall drainage design is illustrated in Appendix C, Retaining Wall Backfill and Subdrain Detail. Wall backfill should be non-expansive (EI  21) sands compacted by mechanical methods to a minimum of 90 percent relative compaction (ASTM D 1557).

Clayey site soils should not be used as wall backfill. Walls should not be backfilled until wall concrete attains the 28-day compressive strength and/or as determined by the Structural Engineer that the wall is structurally capable of supporting backfill. Lightweight compaction equipment should be used, unless otherwise approved by the Structural Engineer.
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Soils/Geology Review May 15, 2014
Section 24 Specific Plan - Rancho Mirage Area, Riverside County, California Project No. 10143.003

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5.5 Geochemical Characteristics
Limited laboratory testing indicated a negligible concentration of soluble sulfates in onsite soils for representative samples. The laboratory test results are presented in Appendix B.

Additional corrosion testing should be performed on representative finish grade soils at the completion of rough grading. Concrete foundations in contact with site soils should be designed in accordance with 2013 CBC. A qualified corrosion engineer should be consulted to review the results of laboratory tests and coordinate additional testing if corrosion sensitive materials are to be used.

5.6 Preliminary Pavement Design Parameters
In order to provide the following recommendations, we have assumed an R-value of 45 based on our laboratory testing and the granular nature of the onsite soils and results of our laboratory testing. For the final pavement design, appropriate traffic indices should be selected by the project civil engineer or traffic engineering consultant and representative samples of actual subgrade materials should be tested for R-value.

Table 3. Preliminary Pavement Design
Street Type
Loading
Conditions
TI
AC Pavement Section Thickness
Asphaltic-Concrete
(AC) Thickness (inch)
Aggregate Base (AB)
Thickness (inch)
Parking Stalls 5 3.0 4
Local Street 5.5 to 6 3.0 6
Heavy Traffic
Driveways/trucks 6.5 to 7 4.0 6

The subgrade soils in the upper 6 inches should be properly compacted to at least 95 percent relative compaction (ASTM D1557) and should be moisture- conditioned to near optimum and kept in this condition until the pavement section is constructed. Proof-rolling subgrade to identify localized areas of yielding subgrade (if any) should be performed prior to placement of aggregate base and under the observation of the geotechnical consultant.

Minimum relative compaction requirements for aggregate base should be 95 percent of the maximum laboratory density as determined by ASTM D1557.

Base rock should conform to the "Standard Specifications for Public Works 12-1655

Soils/Geology Review May 15, 2014
Section 24 Specific Plan - Rancho Mirage Area, Riverside County, California Project No. 10143.003

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Construction" (green book) current edition or Caltrans Class 2 aggregate base having a minimum R-value of 78. Asphaltic concrete should be placed on compacted aggregate base and compacted to a minimum 95 percent relative compaction
The preliminary pavement sections provided in this section are meant as minimum, if thinner or highly variable pavement sections are constructed, increased maintenance and repair may be needed.
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Soils/Geology Review May 15, 2014
Section 24 Specific Plan - Rancho Mirage Area, Riverside County, California Project No. 10143.003

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6.0 GEOTECHNICAL CONSTRUCTION SERVICES
Geotechnical review is of paramount importance in engineering practice. Poor performances of many foundation and earthwork projects have been attributed to inadequate construction review. We recommend that Leighton be provided the opportunity to review the grading plan and foundation plan(s) for each type of structure that design level recommendations can be provided based on actual loads and locations.

Reasonably-continuous construction observation and review during site grading and foundation installation allows for evaluation of the actual soil conditions and the ability to provide appropriate revisions where required during construction. Geotechnical conclusions and preliminary recommendations should be reviewed and verified by Leighton during construction, and revised accordingly if geotechnical conditions encountered vary from our findings and interpretations. Geotechnical observation and testing should be provided:
 After completion of site demolition and clearing,
 During ground preparation, fill slope key excavations, overexcavation of surface soils and subdrain placement as described herein,
 During compaction of all fill materials,
 After excavation of all footings, and prior to placement of concrete,  During utility trench backfilling and compaction, and  When any unusual conditions are encountered.

Additional geotechnical exploration and analysis may be required based on final development plans, for reasons such as significant changes in proposed structure locations/footprints. We should review grading (civil) and foundation (structural) plans, and comment further on geotechnical aspects of this project.

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Soils/Geology Review May 15, 2014
Section 24 Specific Plan - Rancho Mirage Area, Riverside County, California Project No. 10143.003

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7.0 LIMITATIONS
This report was necessarily based in part upon data obtained from a limited number of observances, site visits, soil samples, tests, analyses, histories of occurrences, spaced subsurface explorations and limited information on historical events and observations.

Such information is necessarily incomplete. The nature of many sites is such that differing characteristics can be experienced within small distances and under various climatic conditions. Changes in subsurface conditions can and do occur over time. This investigation was performed with the understanding that the subject site is proposed for residential and commercial development. The client is referred to Appendix D regarding important information provided by the Associated Soil and Foundation Engineers (ASFE) on geotechnical engineering studies and reports and their applicability.

This report was prepared for Meridian Consultants, LLC., based on its needs, directions, and requirements at the time of our investigation. This report is not authorized for use by, and is not to be relied upon by any party except Meridian consultants, LLC, and its successors and assigns as owner of the property, with whom Leighton and Associates, Inc. has contracted for the work. Use of or reliance on this report by any other party is at that party's risk. Unauthorized use of or reliance on this report constitutes an agreement to defend and indemnify Leighton and Associates, Inc. from and against any liability which may arise as a result of such use or reliance, regardless of any fault, negligence, or strict liability of Leighton and Associates, Inc.

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Soils/Geology Review May 15, 2014
Section 24 Specific Plan - Rancho Mirage Area, Riverside County, California Project No. 10143.003

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REFERENCES
ASCE, 2010, ASCE Standard 7-10, Minimum Design Loads for Buildings and Other Structures by Structural Engineering Institute.

Blake, T. F., 2000a, EQSEARCH, Version 4.00, A Computer Program for the Estimation of Peak Horizontal Acceleration from Southern California Historical Earthquake Catalogs, Users Manual, 94pp., with update data, 2013.

Bryant, W. A. and Hart, E. W., 2007, Fault-Rupture Hazard Zones in California, Alquist- Priolo Earthquake Fault Zoning with Index to Earthquake Zones Maps:

Department of Conservation, California Geologic Survey, Special Publication

42. Interim Revision.

California Building Code, 2013, Volumes 1-3, California Code of Regulations Title 24, Part 2, Volume 2 of 2.

California Department of Water Resources (CDWR), 2000, Water Data Library (WDL) home page, http://well.water.ca.gov/ .

California Geologic Survey (CGS), 2012, Landslide Inventory Maps, www.quake.ca.gov/gmaps/LSIM/lsim_maps .

Coachella Valley Water District, 2014, Notice of Intent of Prepare an Environment Impact Statement for Proposed Section 24 Specific Plan, Riverside County, dated February 12, 2014.

Civil Tech Corporation, 2005, LIQUEFYPRO Version 5.2, A Computer Program for Liquefaction and Settlement Analysis, Civil Tech Software, 2005.

FEMA, 2008, FIRM Panel 06065C1595G and 06065C1585G, Effective August 28, 2008.

Morton, D. M., et al., 1999, Preliminary Digital Geologic Map of the Santa Ana 30’X 60’ Quadrangle, Southern California, Version 1.0, USGS Open-File Report 99-172.

MSA Consulting Inc., 2014, Preliminary Earthwork Exhibit – ALT 10, 200-scale, dated January 16, 2014,
Northwest Hydraulic Consultants, 2014, North Cathedral City and Thousand Palms Stormwater Management Plan, Morongo Wash Watershed Hydrology and Hydraulics, April 25, 2014 (Revisions to December 2, 2013 report).

Riverside County, Department of Transportation and Land Management, Building and Safety Department, Planning Department, Transportation Department, Technical Guidelines for Review of Geotechnical and Geologic Reports, 2000. 12-1659

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Section 24 Specific Plan - Rancho Mirage Area, Riverside County, California Project No. 10143.003

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Riverside County, 2003, Riverside County General Plan Safety Element and Appendix H, Adopted October 7, 2003, Geotechnical Report (Technical Background Document).

Riverside County, 2013, Riverside County Land Information System, Riverside County Integrated Project Web Site. Western Coachella Valley Area Plan, Figures cited: Figure 12, Flood Zones; Figure 14, Seismic Hazards; Figure 16, Slope Stability.

United States Geological Survey (USGS), 2000, Cathedral City 7.5-Minute Quadrangle Topographic Maps. (Printed from TOPO, website, http://www.topo.com) .

United States Geological Survey, (USGS), 2011, A Computer Program Published by USGS to calculate Seismic Hazard Curves and Response and Design Parameters based on ASCE 7-10 seismic procedures, Version 5.1.0, Revision February.

United States Geological Survey, (USGS), 2006, Geologic Map of the San Bernardino and Santa Ana 30’x60’ quadrangles, California, Version 1.0, Open File Report 2006-1217.

United States Geological Survey and California Geologic Survey, 2006, Quaternary fault and fold database for the United States, accessed May 19, 2011 from USGS web site: http//earthquakes.usgs.gov/regional/qfaults/ United States Geological Survey, 2011, A Computer Program Published by USGS to calculate Seismic Hazard Curves and Response and Design Parameters based on ASCE 7-05 seismic procedures, Version 5.1.0, Revision ed. Feb 2011.

Youd, T.L. and I.M. Idriss (Co-Chair), 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 127, No. 10, published October 2001.

Aerial Photos Reviewed
Date Source Photo
2-15-77 RCFC RIV 5-20/5-21
11-9-89 RCFC C-122-51-212/213
7-9-93 RCFC C95-22A-92/93
5-20-95 RCFC C108-51-165/166
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Copyright:© 2014 Esri, DeLorme, HERE, TomTom, Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community ³
0 5,000 10,000
Feet
Figure 1
Scale:

Leighton
Base Map: ESRI ArcGIS Online 2014
Thematic Information: Leighton
1 " = 5,000 '
Project: 10143.003 Eng/Geol: SIS/RFR
Map Saved as V:\drafting\10143\003\GIS\of_2014-05-15\Figure1.mxd on 5/16/2014 9:56:26 AM Author: Leighton Geomatics (mmurphy)
Date: May 2014 SITE LOCATION MAP
Rancho Mirage
Section 24 Specific Plan
Riverside County, California
Approximate
Site Location
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³
0 5,000 10,000
Feet
Figure 2
Scale:

Leighton
Base Map: United States Geological Survey, 1/2013
Thematic Information: Leighton
1 " = 5,000 '
Project: 10143.003 Eng/Geol: SIS/RFR
Map Saved as V:\drafting\10143\003\Maps\10143-003_F02_RGM_20140224.mxd on 2/24/2014 10:56:23 AM Author: Leighton Geomatics (mmurphy)
Date: May 2014 REGIONAL GEOLOGY MAP
Rancho Mirage
Section 24 Specific Plan
Riverside County, California
Approximate
Site Location
Qs
Qa
Quaternary-age Dune Sand
Quaternary-age Alluvium
LEGEND
S an A n d r e a s F a u l t
Qa
Qa
Qs
Qs
Qs
12-1662

&<
&<
&<
&<
&<
&<
&<
&<
&<
NAP
Afu
Afu
Qs
Qs
Qs
Afu
Afu
Qs
Qs
B-4
B-5
B-6
B-7
B-8
B-3
B-2
B-9
B-1
T.D.50'
T.D.25'
T.D.30'
T.D.30'
T.D.30'
T.D.50'
T.D.30'
T.D.30'
T.D.30'
Map Saved as V:\drafting\10143\003\GIS\of_2014-05-15\Plate1.mxd on 5/16/2014 10:49:27 AM Plate1
LeightonScale:Date: May 20141 " = 200 '
Project: 10143.003 Eng/Geol: SIS/RFR
Reference: Figure 23C, Conceptual Mass Grading Exhibit by MSA Consulting, Inc., undated.

Author: Leighton Geomatics (mmurphy)Thematic Info: Leighton

GEOTECHNICAL MAP
Rancho Mirage Section 24 Specific Plan
Riverside County, California
Legend
&<Approximate Location of Exploratory
Borings showing total depth
Approximate Geologic Contact
B-9
T.D.30'
Afu
Qs
Artificial Fill (Undcumented)
Quaternary-aged Dune Sand
³
0200400
Feet
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Soils/Geology Review May 15, 2014
Section 24 Specific Plan - Rancho Mirage Area, Riverside County, California Project No. 10143.003

APPENDIX A

Field Exploration Logs of Exploratory Borings
12-1664

SP-SM
SP-SM

SA, MD,CR
B-1
R-1
R-2
R-3
S-4
S-5
Quaternary Sand Dunes (Qs):Poorly graded SAND, loose, grayish brown, dry, fine sand,micaceous, some silt No Recovery, sand fell out of sampler
medium dense, light brownish gray, dry, fine to medium sand No Recovery
Quaternary Alluvium (Qa)
Poorly graded SAND, medium dense, light gray, dry, fine sand,some silt and mica Poorly graded SAND with SILT, medium dense, light gray, dry, finesand 7 8
9 10
12 13
6 11
16 7
10 11
10 13
14 1
1 88
350'

BULK SAMPLE

CORE SAMPLE

GRAB SAMPLE

RING SAMPLE

SPLIT SPOON SAMPLE

TUBE SAMPLE
B
C
G
R
S
T
BSS
Hollow Stem Auger - 140lb - Automatic - 30" Drop
So
i
l

C
l
a
s
s
.
2-26-13

SOIL DESCRIPTION
Sampled By
Drilling Co.Drilling Co.

Project
Project No.

See Boring Location Plan
Rancho Mirage
10143
Drilling Method
7"
Sa
m
p
l
e

N
o
.

Fe
e
t
350
345
340
335
330
325
320
Hole Diameter
Mo
i
s
t
u
r
e
Ground Elevation
De
p
t
h
0 5
10 15
20 25
30 Bl
o
w
s
El
e
v
a
t
i
o
n
Pe
r

6 I
n
c
h
e
s

Page 1 of 2 ends

Rancho Mirage City CouncilOctober 19, 2023

Rancho Mirage City Council
October 19, 2023