80.470 .0336 .0243 1.95 4.55 2.26 4.07 .013 .00 .00 PIPE | | | | | | | | | | | | |
1082.050 2378.780 4.749 2383.529 622.81 25.95 10.45 2393.98 .00 5.86 4.87 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
JUNCT STR .0360 .0241 .06 4.75 2.06 .013 .00 .00 PIPE
| | | | | | | | | | | | |
1084.550 2378.870 4.469 2383.339 607.59 26.90 11.24 2394.58 .00 5.84 5.23 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
72.120 .0336 .0241 1.74 4.47 2.28 4.00 .013 .00 .00 PIPE | | | | | | | | | | | | |
1156.670 2381.290 4.647 2385.937 607.59 25.86 10.38 2396.32 .58 5.84 5.01 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
31.420 .0337 .0225 .71 5.23 2.10 3.99 .013 .00 .00 PIPE | | | | | | | | | | | | |
1188.090 2382.350 4.757 2387.107 607.59 25.27 9.92 2397.03 .00 5.84 4.86 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
8.820 .0340 .0218 .19 4.76 2.00 3.98 .013 .00 .00 PIPE
FILE: CCALTX3.WSW W S P G W - CIVILDESIGN Version 14.08 PAGE 3 Program Package Serial Number: 7006
WATER SURFACE PROFILE LISTING Date: 4- 9-2018 Time:10:38:25
CALIMESA CHANNEL STAGE III
OUTFLOW AT EAST OF BAKER'S
RETARDING BASIN AT 3RD STREET-ALT12-WITHOUT FLOW SPLIT
************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|
L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | |
1196.910 2382.650 4.793 2387.443 607.59 25.09 9.78 2397.22 .52 5.84 4.81 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
31.410 .0334 .0210 .66 5.32 1.97 4.00 .013 .00 .00 PIPE | | | | | | | | | | | | |
1228.320 2383.700 4.940 2388.640 607.59 24.40 9.24 2397.88 .00 5.84 4.58 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
21.680 .0337 .0200 .43 4.94 1.84 3.99 .013 .00 .00 PIPE | | | | | | | | | | | | |
1250.000 2384.430 5.075 2389.505 607.59 23.82 8.81 2398.31 .00 5.84 4.33 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
243.700 .0195 .0195 4.76 5.08 1.73 5.07 .013 .00 .00 PIPE | | | | | | | | | | | | |
1493.700 2389.190 5.076 2394.266 607.59 23.81 8.81 2403.07 .00 5.84 4.33 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
381.560 .0195 .0196 7.46 5.08 1.73 5.08 .013 .00 .00 PIPE | | | | | | | | | | | | |
1875.260 2396.630 5.066 2401.696 607.59 23.86 8.84 2410.53 .43 5.84 4.35 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
52.180 .0194 .0196 1.02 5.49 1.74 5.10 .013 .00 .00 PIPE | | | | | | | | | | | | |
1927.440 2397.640 5.060 2402.700 607.59 23.88 8.86 2411.56 .00 5.84 4.36 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
235.720 .0195 .0197 4.64 5.06 1.74 5.08 .013 .00 .00 PIPE | | | | | | | | | | | | |
2163.160 2402.240 5.041 2407.281 607.59 23.96 8.91 2416.19 .00 5.84 4.40 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
263.920 .0195 .0199 5.25 5.04 1.76 5.08 .013 .00 .00 PIPE | | | | | | | | | | | | |
2427.080 2407.390 4.995 2412.385 607.59 24.15 9.06 2421.44 .60 5.84 4.48 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
72.920 .0194 .0201 1.47 5.60 1.80 5.09 .013 .00 .00 PIPE | | | | | | | | | | | | |
2500.000 2408.808 4.974 2413.782 607.59 24.24 9.13 2422.91 .61 5.84 4.52 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
47.153 .0255 .0198 .93 5.59 1.81 4.45 .013 .00 .00 PIPE FILE: CCALTX3.WSW W S P G W - CIVILDESIGN Version 14.08 PAGE 4 Program Package Serial Number: 7006
WATER SURFACE PROFILE LISTING Date: 4- 9-2018 Time:10:38:25
CALIMESA CHANNEL STAGE III
OUTFLOW AT EAST OF BAKER'S
RETARDING BASIN AT 3RD STREET-ALT12-WITHOUT FLOW SPLIT
************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|
L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | |
2547.153 2410.008 5.101 2415.109 607.59 23.72 8.73 2423.84 .55 5.84 4.28 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
70.787 .0255 .0187 1.33 5.66 1.71 4.45 .013 .00 .00 PIPE | | | | | | | | | | | | |
2617.940 2411.810 5.419 2417.229 607.59 22.61 7.94 2425.17 .00 5.84 3.55 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
9.130 .0252 .0180 .16 5.42 1.45 4.47 .013 .00 .00 PIPE
| | | | | | | | | | | | |
2627.070 2412.040 5.483 2417.523 607.59 22.43 7.81 2425.33 .00 5.84 3.37 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
TRANS STR .0250 .0202 .20 5.48 1.39 .013 .00 .00 PIPE
| | | | | | | | | | | | |
2637.070 2412.290 4.098 2416.388 607.59 24.71 9.48 2425.87 .10 6.00 6.00 6.000 6.000 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
118.100 .0255 .0216 2.55 4.20 2.15 3.90 .013 .00 .00 BOX | | | | | | | | | | | | |
2755.170 2415.300 4.234 2419.534 607.59 23.92 8.88 2428.42 .00 6.00 6.00 6.000 6.000 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
51.640 .0254 .0201 1.04 4.23 2.05 3.91 .013 .00 .00 BOX | | | | | | | | | | | | |
2806.810 2416.610 4.321 2420.931 607.59 23.43 8.53 2429.46 .00 6.00 6.00 6.000 6.000 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
TRANS STR .0750 .0193 1.16 4.32 1.99 .014 .00 .00 BOX
| | | | | | | | | | | | |
2866.810 2421.110 3.330 2424.440 607.59 20.29 6.39 2430.83 .00 5.17 13.99 5.000 4.000 1.50 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
APPENDIX D.3
PROPOSED LINE A HYDRAULICS
WSPGW MODEL AND OUTPUT
FILE: CCLAF.WSW W S P G W - EDIT LISTING - Version 14.08 Date: 5- 4-2018 Time: 2:20:34 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)
CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP
CD 1 4 1 4.500
CD 2 3 0 .000 4.500 4.500 .000 .000 .00
CD 3 4 1 1.500
CD 4 4 1 2.000
CD 5 3 0 .000 6.000 5.750 .000 .000 .00
CD 6 1 0 .000 3.000 3.000 3.000 3.000 .00
W S P G W PAGE NO 1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
CALIMESA CHANNEL STAGE III
HEADING LINE NO 2 IS -
OUTFLOW AT EAST OF BAKER’S
HEADING LINE NO 3 IS -
RETARDING BASIN AT 3RD STREET-ALT12-WITH FLOW SPLIT-LINE A W S P G W PAGE NO 2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET * * *
U/S DATA STATION INVERT SECT W S ELEV
1002.320 2376.600 1 2384.420
ELEMENT NO 2 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1137.530 2378.620 1 .013 .000 .000 .000 0
ELEMENT NO 3 IS A TRANSITION * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE
1142.200 2378.690 2 .013 .000 .000
ELEMENT NO 4 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1145.770 2378.750 2 .013 22.500 -9.091 .000 0
ELEMENT NO 5 IS A JUNCTION * * * * * * *
U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1147.270 2378.775 2 3 0 .013 5.000 .000 2380.260 .000 -79.000 .000
RADIUS ANGLE
22.498 -3.820
ELEMENT NO 6 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1151.680 2378.848 2 .013 22.500 -11.230 .000 0
ELEMENT NO 7 IS A JUNCTION * * * * * * *
U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1153.180 2378.940 2 3 0 .013 6.000 .000 2380.390 .000 90.000 .000
RADIUS ANGLE
22.498 -3.820
ELEMENT NO 8 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1163.290 2379.630 2 .013 22.500 -25.745 .000 0
ELEMENT NO 9 IS A JUNCTION * * * * * * *
U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1165.290 2379.770 2 4 0 .013 26.000 .000 2380.950 .000 56.300 .000
RADIUS ANGLE
22.500 -5.093
W S P G W PAGE NO 3
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 10 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1170.620 2380.130 2 .013 22.499 -13.573 .000 0
ELEMENT NO 11 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1182.720 2380.960 2 .013 .000 .000 .000 0
ELEMENT NO 12 IS A TRANSITION * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE
1192.720 2381.646 5 .013 .000 .000
ELEMENT NO 13 IS A SYSTEM HEADWORKS * *
U/S DATA STATION INVERT SECT W S ELEV
1192.720 2381.640 5 2381.640
FILE: CCLAF.WSW W S P G W - CIVILDESIGN Version 14.08 PAGE 1 Program Package Serial Number: 7006
WATER SURFACE PROFILE LISTING Date: 5- 4-2018 Time: 2:20:40
CALIMESA CHANNEL STAGE III
OUTFLOW AT EAST OF BAKER’S
RETARDING BASIN AT 3RD STREET-ALT12-WITH FLOW SPLIT-LINE A ************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|
L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | |
1002.320 2376.600 7.820 2384.420 131.00 8.24 1.05 2385.47 .00 3.37 .00 4.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
135.210 .0149 .0044 .60 7.82 .00 2.37 .013 .00 .00 PIPE | | | | | | | | | | | | |
1137.530 2378.620 6.400 2385.020 131.00 8.24 1.05 2386.07 .00 3.37 .00 4.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
TRANS STR .0150 .0027 .01 6.40 .00 .013 .00 .00 PIPE
| | | | | | | | | | | | |
1142.200 2378.690 6.791 2385.481 131.00 6.47 .65 2386.13 .00 2.97 4.50 4.500 4.500 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
3.570 .0168 .0027 .01 .00 .54 1.92 .013 .00 .00 BOX
| | | | | | | | | | | | |
1145.770 2378.750 6.782 2385.532 131.00 6.47 .65 2386.18 .00 2.97 4.50 4.500 4.500 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
JUNCT STR .0166 .0025 .00 .00 .54 .013 .00 .00 BOX
| | | | | | | | | | | | |
1147.270 2378.775 6.854 2385.629 126.00 6.22 .60 2386.23 .00 2.90 4.50 4.500 4.500 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
4.410 .0166 .0025 .01 .00 .52 1.88 .013 .00 .00 BOX
| | | | | | | | | | | | |
1151.680 2378.848 6.835 2385.683 126.00 6.22 .60 2386.28 .00 2.90 4.50 4.500 4.500 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
JUNCT STR .0614 .0023 .00 .00 .52 .013 .00 .00 BOX
| | | | | | | | | | | | |
1153.180 2378.940 6.858 2385.798 120.00 5.93 .55 2386.34 .00 2.81 4.50 4.500 4.500 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
10.110 .0682 .0023 .02 .00 .49 1.09 .013 .00 .00 BOX
| | | | | | | | | | | | |
1163.290 2379.630 6.250 2385.879 120.00 5.93 .55 2386.42 .00 2.81 4.50 4.500 4.500 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
JUNCT STR .0701 .0014 .00 .00 .49 .013 .00 .00 BOX
| | | | | | | | | | | | |
1165.290 2379.770 6.351 2386.121 94.00 4.64 .33 2386.46 .00 2.38 4.50 4.500 4.500 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
5.330 .0675 .0014 .01 .00 .39 .93 .013 .00 .00 BOX
FILE: CCLAF.WSW W S P G W - CIVILDESIGN Version 14.08 PAGE 2 Program Package Serial Number: 7006
WATER SURFACE PROFILE LISTING Date: 5- 4-2018 Time: 2:20:40
CALIMESA CHANNEL STAGE III
OUTFLOW AT EAST OF BAKER’S
RETARDING BASIN AT 3RD STREET-ALT12-WITH FLOW SPLIT-LINE A ************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|
L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | |
1170.620 2380.130 6.025 2386.155 94.00 4.64 .33 2386.49 .00 2.38 4.50 4.500 4.500 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
12.100 .0686 .0014 .02 6.02 .39 .92 .013 .00 .00 BOX
| | | | | | | | | | | | |
1182.720 2380.960 5.212 2386.172 94.00 4.64 .33 2386.51 .00 2.38 4.50 4.500 4.500 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
TRANS STR .0686 .0014 .01 5.21 .39 .013 .00 .00 BOX
| | | | | | | | | | | | |
1192.720 2381.646 4.697 2386.343 94.00 3.48 .19 2386.53 .00 2.02 5.75 6.000 5.750 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
APPENDIX D.4
PROPOSED LINE B HYDRAULICS
WSPGW MODEL AND OUTPUT
FILE: CCLB.WSW W S P G W - EDIT LISTING - Version 14.08 Date: 3-29-2018 Time: 8:29:37 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)
CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP
CD 1 2 0 .000 9.000 6.000 .00
CD 2 2 0 .000 18.000 6.000 .00
CD 3 4 1 3.000
CD 4 3 0 .000 3.000 4.500 .000 .000 .00
CD 5 3 0 .000 6.050 6.000 .000 .000 .00
CD 6 3 0 .000 6.060 6.000 .000 .000 .00
W S P G W PAGE NO 1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
CALIMESA CHANNEL STAGE III
HEADING LINE NO 2 IS -
OUTFLOW AT EAST OF BAKER'S
HEADING LINE NO 3 IS -
RETARDING BASIN AT 3RD STREET-ALTERNATIVE 12-LINE B
W S P G W PAGE NO 2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET * * *
U/S DATA STATION INVERT SECT W S ELEV
444.130 2409.050 1 2409.050
ELEMENT NO 2 IS A TRANSITION * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE
469.130 2409.170 2 .014 .000 .000
ELEMENT NO 3 IS A WALL EXIT *
U/S DATA STATION INVERT SECT
469.130 2409.170 3
ELEMENT NO 4 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 482.390 2409.310 3 .013 .000 .000 .000 0
ELEMENT NO 5 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 539.010 2409.880 3 .013 90.001 36.045 .000 0
ELEMENT NO 6 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 985.420 2414.440 3 .013 .000 .000 .000 1
ELEMENT NO 7 IS A TRANSITION * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE
991.420 2414.501 4 .013 .000 .000
ELEMENT NO 8 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 995.420 2414.540 4 .013 .000 .000 .000 0
ELEMENT NO 9 IS A WALL ENTRANCE *
U/S DATA STATION INVERT SECT FP
995.420 2414.540 5 .200
WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 10 IS A SYSTEM HEADWORKS * *
U/S DATA STATION INVERT SECT W S ELEV
995.420 2414.540 6 .000
FILE: CCLB.WSW W S P G W - CIVILDESIGN Version 14.08 PAGE 1 Program Package Serial Number: 7006
WATER SURFACE PROFILE LISTING Date: 3-29-2018 Time: 8:29:41
CALIMESA CHANNEL STAGE III
OUTFLOW AT EAST OF BAKER'S
RETARDING BASIN AT 3RD STREET-ALTERNATIVE 12-LINE B
************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|
L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | |
444.130 2409.050 .938 2409.988 61.00 10.84 1.82 2411.81 .00 1.48 6.00 9.000 6.000 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
TRANS STR .0048 .0216 .54 .94 1.97 .014 .00 .00 RECTANG | | | | | | | | | | | | |
469.130 2409.170 .797 2409.967 61.00 12.76 2.53 2412.49 .00 1.48 6.00 18.000 6.000 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
WALL EXIT
| | | | | | | | | | | | |
469.130 2409.170 2.236 2411.406 61.00 10.80 1.81 2413.22 .00 2.52 2.61 3.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
13.260 .0106 .0102 .13 2.24 1.29 2.20 .013 .00 .00 PIPE | | | | | | | | | | | | |
482.390 2409.310 2.244 2411.554 61.00 10.76 1.80 2413.35 .10 2.52 2.60 3.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
56.620 .0101 .0102 .58 2.35 1.28 2.25 .013 .00 .00 PIPE | | | | | | | | | | | | |
539.010 2409.880 2.235 2412.115 61.00 10.80 1.81 2413.93 .00 2.52 2.61 3.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
265.528 .0102 .0102 2.71 2.24 1.29 2.24 .013 .00 .00 PIPE | | | | | | | | | | | | |
804.538 2412.592 2.235 2414.827 61.00 10.80 1.81 2416.64 .00 2.52 2.61 3.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
122.308 .0102 .0100 1.22 2.24 1.29 2.24 .013 .00 .00 PIPE | | | | | | | | | | | | |
926.847 2413.842 2.277 2416.119 61.00 10.59 1.74 2417.86 .00 2.52 2.57 3.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
49.569 .0102 .0093 .46 2.28 1.25 2.24 .013 .00 .00 PIPE | | | | | | | | | | | | |
976.415 2414.348 2.390 2416.738 61.00 10.10 1.58 2418.32 .00 2.52 2.41 3.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
9.005 .0102 .0084 .08 2.39 1.13 2.24 .013 .00 .00 PIPE
| | | | | | | | | | | | |
985.420 2414.440 2.519 2416.959 61.00 9.63 1.44 2418.40 .00 2.52 2.20 3.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
TRANS STR .0102 .0018 .01 2.52 1.00 .013 .00 .00 PIPE
FILE: CCLB.WSW W S P G W - CIVILDESIGN Version 14.08 PAGE 2 Program Package Serial Number: 7006
WATER SURFACE PROFILE LISTING Date: 3-29-2018 Time: 8:29:41
CALIMESA CHANNEL STAGE III
OUTFLOW AT EAST OF BAKER'S
RETARDING BASIN AT 3RD STREET-ALTERNATIVE 12-LINE B
************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|
L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | |
991.420 2414.501 3.765 2418.266 61.00 4.52 .32 2418.58 .00 1.79 4.50 3.000 4.500 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
4.000 .0098 .0018 .01 3.76 .46 1.35 .013 .00 .00 BOX
| | | | | | | | | | | | |
995.420 2414.540 3.733 2418.273 61.00 4.52 .32 2418.59 .00 1.79 4.50 3.000 4.500 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
WALL ENTRANCE
| | | | | | | | | | | | |
995.420 2414.540 3.994 2418.533 61.00 2.55 .10 2418.63 .00 1.48 6.00 6.050 6.000 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
APPENDIX E
HYDROLOGY MANUAL
SUPPORTING INFORMATION
Calimesa Creek Stage III Project
Initial Study/Mitigated Negative Declaration – February 9, 2023 Appendix G – Noise Report
Calimesa Creek Detention Basin
South Coast AQMD Air District, Annual
Project Characteristics -
Land Use - approx 4 acres
Construction Phase - 120 days construction
Grading - 31000 cy export
Off-road Equipment - 1 excavator, 1 dozer, 1 scraper, 1 loader/backhoe, 1 water truck Trips and VMT - 15 mile haul distance for earthworks export Construction Off-road Equipment Mitigation -
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population User Defined Industrial 1.00 User Defined Unit 4.00 0.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2023
CO2 Intensity
(lb/MWhr)
390.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
Table Name Column Name Default Value New Value
tblConstructionPhase NumDays 8.00 120.00
tblConstructionPhase PhaseEndDate 7/15/2022 12/20/2022
tblGrading AcresOfGrading 120.00 8.00
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.0 Emissions Summary
tblGrading MaterialExported 0.00 31,000.00
tblLandUse LotAcreage 0.00 4.00
tblOffRoadEquipment OffRoadEquipmentType Scrapers
tblOffRoadEquipment OffRoadEquipmentType Off-Highway Trucks tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 1.00 tblOffRoadEquipment PhaseName Grading
tblOffRoadEquipment PhaseName Grading
tblTripsAndVMT HaulingTripLength 20.00 15.00
CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.1428 1.5715 1.0783 3.2700e0030.4022 0.0600 0.4622 0.2088 0.0552 0.2641 0.0000 298.2463 298.2463 0.0701 0.0143 304.2653 Maximum 0.1428 1.5715 1.0783 3.2700e0030.4022 0.0600 0.4622 0.2088 0.0552 0.2641 0.0000 298.2463 298.2463 0.0701 0.0143 304.2653 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.1428 0.9855 1.0783 3.2700e0030.1782 0.0600 0.2381 0.0872 0.0552 0.1425 0.0000 298.2460 298.2460 0.0701 0.0143 304.2651 Maximum 0.1428 0.9855 1.0783 3.2700e0030.1782 0.0600 0.2381 0.0872 0.0552 0.1425 0.0000 298.2460 298.2460 0.0701 0.0143 304.2651 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 37.29 0.00 0.00 55.71 0.00 48.48 58.23 0.00 46.05 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 6-1-2022 8-31-2022 0.5774 0.3786
2 9-1-2022 9-30-2022 0.3039 0.1993
Highest 0.5774 0.3786
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated Operational
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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Mitigated Operational
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Grading Grading 7/6/2022 12/20/2022 5 120
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Acres of Grading (Site Preparation Phase): 0
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3.1 Mitigation Measures Construction
Water Exposed Area
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Grading Scrapers 1 6.00 367 0.48
Grading Off-Highway Trucks 1 6.00 402 0.38
Grading Excavators 1 8.00 158 0.38
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Tractors/Loaders/Backhoes 1 8.00 97 0.37
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Grading 6 15.00 0.00 3,875.00 14.70 6.90 15.00 LD_Mix HDT_Mix HHDT Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Grading Phase): 8
Acres of Paving: 0
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.3673 0.0000 0.3673 0.1993 0.0000 0.1993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1332 1.3208 0.9848 2.2900e0030.0580 0.0580 0.0534 0.0534 0.0000 201.4254 201.4254 0.0652 0.0000 203.0541 Total 0.1332 1.3208 0.9848 2.2900e0030.3673 0.0580 0.4253 0.1993 0.0534 0.2527 0.0000 201.4254 201.4254 0.0652 0.0000 203.0541 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 6.5800e0030.2483 0.0616 8.9000e0040.0250 1.9000e0030.0269 6.8700e0031.8200e0038.6900e0030.0000 88.8370 88.8370 4.7300e0030.0141 93.1577 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 3.0200e0032.4400e0030.0319 9.0000e0059.8700e0036.0000e0059.9300e0032.6200e0036.0000e0052.6800e0030.0000 7.9839 7.9839 2.2000e0042.2000e0048.0536 Total 9.6000e0030.2508 0.0935 9.8000e0040.0349 1.9600e0030.0369 9.4900e0031.8800e0030.0114 0.0000 96.8208 96.8208 4.9500e0030.0143 101.2112 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1433 0.0000 0.1433 0.0777 0.0000 0.0777 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1332 0.7348 0.9848 2.2900e0030.0580 0.0580 0.0534 0.0534 0.0000 201.4252 201.4252 0.0651 0.0000 203.0538 Total 0.1332 0.7348 0.9848 2.2900e0030.1433 0.0580 0.2012 0.0777 0.0534 0.1311 0.0000 201.4252 201.4252 0.0651 0.0000 203.0538 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 6.5800e0030.2483 0.0616 8.9000e0040.0250 1.9000e0030.0269 6.8700e0031.8200e0038.6900e0030.0000 88.8370 88.8370 4.7300e0030.0141 93.1577 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 3.0200e0032.4400e0030.0319 9.0000e0059.8700e0036.0000e0059.9300e0032.6200e0036.0000e0052.6800e0030.0000 7.9839 7.9839 2.2000e0042.2000e0048.0536 Total 9.6000e0030.2508 0.0935 9.8000e0040.0349 1.9600e0030.0369 9.4900e0031.8800e0030.0114 0.0000 96.8208 96.8208 4.9500e0030.0143 101.2112 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
4.0 Operational Detail - Mobile
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4.1 Mitigation Measures Mobile
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
User Defined Industrial 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by User Defined Industrial 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH User Defined Industrial 0.543139 0.060749 0.184760 0.130258 0.023830 0.006353 0.011718 0.009137 0.000812 0.000509 0.024193 0.000750 0.003791 CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Electricity
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5.1 Mitigation Measures Energy
Historical Energy Use: N
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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.1 Mitigation Measures Area
6.0 Area Detail
5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Mitigated
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Category MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
User Defined
Industrial
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
User Defined
Industrial
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
8.1 Mitigation Measures Waste
8.0 Waste Detail
Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
Category/Year
CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
11.0 Vegetation
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2020.4.0 Page 18 of 18 Date: 2/14/2022 10:26 AM Calimesa Creek Detention Basin - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Calimesa Creek Detention Basin
South Coast AQMD Air District, Summer
Project Characteristics -
Land Use - approx 4 acres
Construction Phase - 120 days construction
Off-road Equipment - 1 excavator, 1 dozer, 1 scraper, 1 loader/backhoe, 1 water truck Trips and VMT - 15 mile haul distance for earthworks export Grading - 31000 cy export
Construction Off-road Equipment Mitigation -
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population User Defined Industrial 1.00 User Defined Unit 4.00 0.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2023
CO2 Intensity
(lb/MWhr)
390.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
Table Name Column Name Default Value New Value
tblConstructionPhase NumDays 8.00 120.00
tblGrading AcresOfGrading 150.00 8.00
tblGrading MaterialExported 0.00 31,000.00
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.0 Emissions Summary
tblLandUse LotAcreage 0.00 4.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 1.00 tblTripsAndVMT HaulingTripLength 20.00 15.00
tblTripsAndVMT WorkerTripNumber 13.00 15.00
CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 2.3779 25.9335 17.9652 0.0545 6.7135 0.9974 7.7109 3.4829 0.9188 4.4017 0.0000 5,475.397 6 5,475.397
6 1.2845 0.2627 5,585.792
3 Maximum 2.3779 25.9335 17.9652 0.0545 6.7135 0.9974 7.7109 3.4829 0.9188 4.4017 0.0000 5,475.397 6 5,475.397
6 1.2845 0.2627 5,585.792
3 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 2.3779 25.9335 17.9652 0.0545 2.9790 0.9974 3.9765 1.4563 0.9188 2.3751 0.0000 5,475.397 6 5,475.397
6 1.2845 0.2627 5,585.792
3 Maximum 2.3779 25.9335 17.9652 0.0545 2.9790 0.9974 3.9765 1.4563 0.9188 2.3751 0.0000 5,475.397 6 5,475.397
6 1.2845 0.2627 5,585.792
3 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 55.63 0.00 48.43 58.19 0.00 46.04 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 0.0000 2.3000e004 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 0.0000 2.3000e004 Mitigated Operational
CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Grading Grading 7/6/2022 12/20/2022 5 120
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Grading Excavators 1 8.00 158 0.38
Grading Off-Highway Trucks 1 6.00 402 0.38
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 1 6.00 367 0.48
Grading Tractors/Loaders/Backhoes 1 8.00 97 0.37
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Grading 5 15.00 0.00 3,875.00 14.70 6.90 15.00 LD_Mix HDT_Mix HHDT ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 8
Acres of Paving: 0
CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 6.1220 0.0000 6.1220 3.3223 0.0000 3.3223 0.0000 0.0000 Off-Road 2.2150 21.9642 16.3760 0.0381 0.9647 0.9647 0.8875 0.8875 3,690.249 0 3,690.249
0 1.1935 3,720.086
5 Total 2.2150 21.9642 16.3760 0.0381 6.1220 0.9647 7.0867 3.3223 0.8875 4.2098 3,690.249 0 3,690.249
0 1.1935 3,720.086
5 Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Water Exposed Area
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1113 3.9330 1.0175 0.0149 0.4238 0.0317 0.4555 0.1162 0.0303 0.1465 1,631.768 7 1,631.768
7 0.0870 0.2590 1,711.132
2 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0516 0.0363 0.5718 1.5200e0030.1677 1.0000e0030.1687 0.0445 9.2000e0040.0454 153.3798 153.3798 4.0100e0033.6700e003154.5736 Total 0.1629 3.9693 1.5893 0.0164 0.5915 0.0327 0.6242 0.1607 0.0313 0.1919 1,785.148 6 1,785.148
6 0.0910 0.2627 1,865.705
8 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 2.3876 0.0000 2.3876 1.2957 0.0000 1.2957 0.0000 0.0000 Off-Road 2.2150 21.9642 16.3760 0.0381 0.9647 0.9647 0.8875 0.8875 0.0000 3,690.249 0 3,690.249
0 1.1935 3,720.086
5 Total 2.2150 21.9642 16.3760 0.0381 2.3876 0.9647 3.3523 1.2957 0.8875 2.1832 0.0000 3,690.249 0 3,690.249
0 1.1935 3,720.086
5 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1113 3.9330 1.0175 0.0149 0.4238 0.0317 0.4555 0.1162 0.0303 0.1465 1,631.768 7 1,631.768
7 0.0870 0.2590 1,711.132
2 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0516 0.0363 0.5718 1.5200e0030.1677 1.0000e0030.1687 0.0445 9.2000e0040.0454 153.3798 153.3798 4.0100e0033.6700e003154.5736 Total 0.1629 3.9693 1.5893 0.0164 0.5915 0.0327 0.6242 0.1607 0.0313 0.1919 1,785.148 6 1,785.148
6 0.0910 0.2627 1,865.705
8 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
4.0 Operational Detail - Mobile
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4.1 Mitigation Measures Mobile
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
User Defined Industrial 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by User Defined Industrial 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH User Defined Industrial 0.543139 0.060749 0.184760 0.130258 0.023830 0.006353 0.011718 0.009137 0.000812 0.000509 0.024193 0.000750 0.003791 CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated
5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.1 Mitigation Measures Area
6.0 Area Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Unmitigated 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
11.0 Vegetation
8.1 Mitigation Measures Waste
8.0 Waste Detail
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 14 Date: 2/15/2022 1:47 PM Calimesa Creek Detention Basin - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Calimesa Creek Diversion Structures
South Coast AQMD Air District, Annual
Project Characteristics -
Land Use - one acre
Construction Phase -
Off-road Equipment - 1 loader/backhoe, 1 excavator, 1 rubber tired loader Construction Off-road Equipment Mitigation -
Off-road Equipment - 1 loader/backhoe, 1 mixer, 1 pump, 1 excavator
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population User Defined Industrial 1.00 User Defined Unit 1.00 0.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2022
CO2 Intensity
(lb/MWhr)
390.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
Table Name Column Name Default Value New Value
tblConstructionPhase PhaseEndDate 12/6/2022 10/11/2022
tblLandUse LotAcreage 0.00 1.00
tblOffRoadEquipment OffRoadEquipmentType Cement and Mortar Mixers tblOffRoadEquipment OffRoadEquipmentType Pumps
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.0 Emissions Summary
tblOffRoadEquipment OffRoadEquipmentType Excavators
tblOffRoadEquipment OffRoadEquipmentUnitAmount 0.00 1.00 tblOffRoadEquipment PhaseName Diversion Structures
tblOffRoadEquipment PhaseName Diversion Structures
tblOffRoadEquipment PhaseName Diversion Structures
tblOffRoadEquipment PhaseName Diversion Structures
tblOnRoadDust PhaseName Tie Ins Diversion Structures
tblTripsAndVMT PhaseName Tie Ins Diversion Structures
tblTripsAndVMT WorkerTripNumber 13.00 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.0172 0.1521 0.2071 3.4000e0040.0000 7.8200e0037.8200e0030.0000 7.5000e0037.5000e0030.0000 28.7848 28.7848 5.6200e0030.0000 28.9253 Maximum 0.0172 0.1521 0.2071 3.4000e0040.0000 7.8200e0037.8200e0030.0000 7.5000e0037.5000e0030.0000 28.7848 28.7848 5.6200e0030.0000 28.9253 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.0172 0.0503 0.2071 3.4000e0040.0000 7.8200e0037.8200e0030.0000 7.5000e0037.5000e0030.0000 28.7848 28.7848 5.6200e0030.0000 28.9252 Maximum 0.0172 0.0503 0.2071 3.4000e0040.0000 7.8200e0037.8200e0030.0000 7.5000e0037.5000e0030.0000 28.7848 28.7848 5.6200e0030.0000 28.9252 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 66.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 7-1-2022 9-30-2022 0.1472 0.0587
Highest 0.1472 0.0587
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Mitigated Operational
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Diversion Structures Trenching 7/20/2022 10/11/2022 5 60 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Acres of Grading (Site Preparation Phase): 0
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3.1 Mitigation Measures Construction
Water Exposed Area
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Diversion Structures Cement and Mortar Mixers 1 6.00 9 0.56 Diversion Structures Pumps 1 6.00 84 0.74
Diversion Structures Excavators 1 4.00 158 0.38
Diversion Structures Tractors/Loaders/Backhoes 1 8.00 97 0.37 Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Diversion Structures 5 0.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Diversion Structures - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0172 0.1521 0.2071 3.4000e0047.8200e0037.8200e0037.5000e0037.5000e0030.0000 28.7848 28.7848 5.6200e0030.0000 28.9253 Total 0.0172 0.1521 0.2071 3.4000e0047.8200e0037.8200e0037.5000e0037.5000e0030.0000 28.7848 28.7848 5.6200e0030.0000 28.9253 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Diversion Structures - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0172 0.0503 0.2071 3.4000e0047.8200e0037.8200e0037.5000e0037.5000e0030.0000 28.7848 28.7848 5.6200e0030.0000 28.9252 Total 0.0172 0.0503 0.2071 3.4000e0047.8200e0037.8200e0037.5000e0037.5000e0030.0000 28.7848 28.7848 5.6200e0030.0000 28.9252 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
4.0 Operational Detail - Mobile
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4.1 Mitigation Measures Mobile
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
User Defined Industrial 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by User Defined Industrial 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH User Defined Industrial 0.543376 0.059966 0.184357 0.131187 0.023843 0.006245 0.012012 0.009162 0.000826 0.000515 0.023898 0.000748 0.003864 CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Electricity
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.1 Mitigation Measures Area
6.0 Area Detail
5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
User Defined
Industrial
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
User Defined
Industrial
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
8.1 Mitigation Measures Waste
8.0 Waste Detail
Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
Category/Year
CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
11.0 Vegetation
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2020.4.0 Page 18 of 18 Date: 2/14/2022 8:31 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Calimesa Creek Diversion Structures
South Coast AQMD Air District, Summer
Project Characteristics -
Land Use - one acre
Construction Phase -
Off-road Equipment - 1 loader/backhoe, 1 excavator, 1 rubber tired loader Construction Off-road Equipment Mitigation -
Off-road Equipment - 1 loader/backhoe, 1 mixer, 1 pump, 1 excavator
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population User Defined Industrial 1.00 User Defined Unit 1.00 0.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2022
CO2 Intensity
(lb/MWhr)
390.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
Table Name Column Name Default Value New Value
tblConstructionPhase PhaseEndDate 12/6/2022 10/11/2022
tblLandUse LotAcreage 0.00 1.00
tblOffRoadEquipment OffRoadEquipmentType Cement and Mortar Mixers tblOffRoadEquipment OffRoadEquipmentType Pumps
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.0 Emissions Summary
tblOffRoadEquipment OffRoadEquipmentType Excavators
tblOffRoadEquipment OffRoadEquipmentUnitAmount 0.00 1.00 tblOffRoadEquipment PhaseName Diversion Structures
tblOffRoadEquipment PhaseName Diversion Structures
tblOffRoadEquipment PhaseName Diversion Structures
tblOffRoadEquipment PhaseName Diversion Structures
tblOnRoadDust PhaseName Tie Ins Diversion Structures
tblTripsAndVMT PhaseName Tie Ins Diversion Structures
tblTripsAndVMT WorkerTripNumber 13.00 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 0.5744 5.0713 6.9039 0.0112 0.0000 0.2608 0.2608 0.0000 0.2501 0.2501 0.0000 1,057.659 8 1,057.659
8 0.2065 0.0000 1,062.821
5 Maximum 0.5744 5.0713 6.9039 0.0112 0.0000 0.2608 0.2608 0.0000 0.2501 0.2501 0.0000 1,057.659 8 1,057.659
8 0.2065 0.0000 1,062.821
5 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 0.5744 1.6756 6.9039 0.0112 0.0000 0.2608 0.2608 0.0000 0.2501 0.2501 0.0000 1,057.659 8 1,057.659
8 0.2065 0.0000 1,062.821
5 Maximum 0.5744 1.6756 6.9039 0.0112 0.0000 0.2608 0.2608 0.0000 0.2501 0.2501 0.0000 1,057.659 8 1,057.659
8 0.2065 0.0000 1,062.821
5 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 66.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 0.0000 2.3000e004 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 0.0000 2.3000e004 Mitigated Operational
CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.0 Construction Detail
3.1 Mitigation Measures Construction
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Diversion Structures Trenching 7/20/2022 10/11/2022 5 60 OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Diversion Structures Cement and Mortar Mixers 1 6.00 9 0.56 Diversion Structures Pumps 1 6.00 84 0.74
Diversion Structures Excavators 1 4.00 158 0.38
Diversion Structures Tractors/Loaders/Backhoes 1 8.00 97 0.37 Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Diversion Structures 5 0.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Diversion Structures - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.5744 5.0713 6.9039 0.0112 0.2608 0.2608 0.2501 0.2501 1,057.659 8 1,057.659
8 0.2065 1,062.821
5 Total 0.5744 5.0713 6.9039 0.0112 0.2608 0.2608 0.2501 0.2501 1,057.659 8 1,057.659
8 0.2065 1,062.821
5 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction Off-Site
Water Exposed Area
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Diversion Structures - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.5744 1.6756 6.9039 0.0112 0.2608 0.2608 0.2501 0.2501 0.0000 1,057.659 8 1,057.659
8 0.2065 1,062.821
5 Total 0.5744 1.6756 6.9039 0.0112 0.2608 0.2608 0.2501 0.2501 0.0000 1,057.659 8 1,057.659
8 0.2065 1,062.821
5 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
4.0 Operational Detail - Mobile
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4.1 Mitigation Measures Mobile
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
User Defined Industrial 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by User Defined Industrial 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH User Defined Industrial 0.543376 0.059966 0.184357 0.131187 0.023843 0.006245 0.012012 0.009162 0.000826 0.000515 0.023898 0.000748 0.003864 CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated
5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.1 Mitigation Measures Area
6.0 Area Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Unmitigated 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
11.0 Vegetation
8.1 Mitigation Measures Waste
8.0 Waste Detail
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 13 Date: 2/14/2022 8:30 PM Calimesa Creek Diversion Structures - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Calimesa Storm Drain
South Coast AQMD Air District, Annual
Project Characteristics -
Land Use - 1 acre
Construction Phase - 60 days
Off-road Equipment - 2 excavators, 1 backhoe, 1 loader, 1 water truck Construction Off-road Equipment Mitigation -
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population User Defined Industrial 1.00 User Defined Unit 1.00 0.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
2.0 Emissions Summary
Utility Company Southern California Edison
Operational Year 2022
CO2 Intensity
(lb/MWhr)
390.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
Table Name Column Name Default Value New Value
tblConstructionPhase PhaseEndDate 8/31/2022 11/23/2022
tblLandUse LotAcreage 0.00 1.00
tblTripsAndVMT WorkerTripNumber 13.00 8.00
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.0373 0.3227 0.3665 8.9000e0042.6300e0030.0134 0.0160 7.0000e0040.0123 0.0130 0.0000 77.9972 77.9972 0.0246 6.0000e00578.6293 Maximum 0.0373 0.3227 0.3665 8.9000e0042.6300e0030.0134 0.0160 7.0000e0040.0123 0.0130 0.0000 77.9972 77.9972 0.0246 6.0000e00578.6293 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.0373 0.3227 0.3665 8.9000e0042.6300e0030.0134 0.0160 7.0000e0040.0123 0.0130 0.0000 77.9971 77.9971 0.0246 6.0000e00578.6292 Maximum 0.0373 0.3227 0.3665 8.9000e0042.6300e0030.0134 0.0160 7.0000e0040.0123 0.0130 0.0000 77.9971 77.9971 0.0246 6.0000e00578.6292 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 9-1-2022 9-30-2022 0.1285 0.1285
Highest 0.1285 0.1285
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Mitigated Operational
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Storm Drain Trenching 9/1/2022 11/23/2022 5 60
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Acres of Grading (Site Preparation Phase): 0
CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.1 Mitigation Measures Construction
Water Exposed Area
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Storm Drain Excavators 2 7.00 158 0.38
Storm Drain Off-Highway Trucks 1 7.00 402 0.38
Storm Drain Rubber Tired Loaders 1 7.00 203 0.36
Storm Drain Tractors/Loaders/Backhoes 1 7.00 97 0.37
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Storm Drain 5 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Storm Drain - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0365 0.3220 0.3580 8.6000e0040.0134 0.0134 0.0123 0.0123 0.0000 75.8682 75.8682 0.0245 0.0000 76.4816 Total 0.0365 0.3220 0.3580 8.6000e0040.0134 0.0134 0.0123 0.0123 0.0000 75.8682 75.8682 0.0245 0.0000 76.4816 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 8.1000e0046.5000e0048.5000e0032.0000e0052.6300e0032.0000e0052.6500e0037.0000e0041.0000e0057.1000e0040.0000 2.1290 2.1290 6.0000e0056.0000e0052.1476 Total 8.1000e0046.5000e0048.5000e0032.0000e0052.6300e0032.0000e0052.6500e0037.0000e0041.0000e0057.1000e0040.0000 2.1290 2.1290 6.0000e0056.0000e0052.1476 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Storm Drain - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0365 0.3220 0.3580 8.6000e0040.0134 0.0134 0.0123 0.0123 0.0000 75.8681 75.8681 0.0245 0.0000 76.4815 Total 0.0365 0.3220 0.3580 8.6000e0040.0134 0.0134 0.0123 0.0123 0.0000 75.8681 75.8681 0.0245 0.0000 76.4815 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 8.1000e0046.5000e0048.5000e0032.0000e0052.6300e0032.0000e0052.6500e0037.0000e0041.0000e0057.1000e0040.0000 2.1290 2.1290 6.0000e0056.0000e0052.1476 Total 8.1000e0046.5000e0048.5000e0032.0000e0052.6300e0032.0000e0052.6500e0037.0000e0041.0000e0057.1000e0040.0000 2.1290 2.1290 6.0000e0056.0000e0052.1476 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
4.0 Operational Detail - Mobile
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4.1 Mitigation Measures Mobile
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
User Defined Industrial 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by User Defined Industrial 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH User Defined Industrial 0.543376 0.059966 0.184357 0.131187 0.023843 0.006245 0.012012 0.009162 0.000826 0.000515 0.023898 0.000748 0.003864 CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Electricity
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.1 Mitigation Measures Area
6.0 Area Detail
5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
User Defined
Industrial
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
User Defined
Industrial
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
8.1 Mitigation Measures Waste
8.0 Waste Detail
Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
Category/Year
CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
11.0 Vegetation
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 17 Date: 2/14/2022 8:52 PM Calimesa Storm Drain - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Calimesa Storm Drain
South Coast AQMD Air District, Summer
Project Characteristics -
Land Use - 1 acre
Construction Phase - 60 days
Off-road Equipment - 2 excavators, 1 backhoe, 1 loader, 1 water truck Construction Off-road Equipment Mitigation -
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population User Defined Industrial 1.00 User Defined Unit 1.00 0.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
2.0 Emissions Summary
Utility Company Southern California Edison
Operational Year 2022
CO2 Intensity
(lb/MWhr)
390.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
Table Name Column Name Default Value New Value
tblLandUse LotAcreage 0.00 1.00
tblTripsAndVMT WorkerTripNumber 13.00 8.00
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 1.2432 10.7541 12.2383 0.0296 0.0894 0.4462 0.5357 0.0237 0.4105 0.4343 0.0000 2,869.481 8 2,869.481
8 0.9037 1.9600e0032,892.658
3 Maximum 1.2432 10.7541 12.2383 0.0296 0.0894 0.4462 0.5357 0.0237 0.4105 0.4343 0.0000 2,869.481 8 2,869.481
8 0.9037 1.9600e0032,892.658
3 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 1.2432 10.7541 12.2383 0.0296 0.0894 0.4462 0.5357 0.0237 0.4105 0.4343 0.0000 2,869.481 8 2,869.481
8 0.9037 1.9600e0032,892.658
3 Maximum 1.2432 10.7541 12.2383 0.0296 0.0894 0.4462 0.5357 0.0237 0.4105 0.4343 0.0000 2,869.481 8 2,869.481
8 0.9037 1.9600e0032,892.658
3 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 0.0000 2.3000e004 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 0.0000 2.3000e004 Mitigated Operational
CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.0 Construction Detail
3.1 Mitigation Measures Construction
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Storm Drain Trenching 9/1/2022 11/23/2022 5 60
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Storm Drain Excavators 2 7.00 158 0.38
Storm Drain Off-Highway Trucks 1 7.00 402 0.38
Storm Drain Rubber Tired Loaders 1 7.00 203 0.36
Storm Drain Tractors/Loaders/Backhoes 1 7.00 97 0.37
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Storm Drain 5 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Storm Drain - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.2157 10.7348 11.9334 0.0288 0.4457 0.4457 0.4100 0.4100 2,787.679 2 2,787.679
2 0.9016 2,810.219
0 Total 1.2157 10.7348 11.9334 0.0288 0.4457 0.4457 0.4100 0.4100 2,787.679 2 2,787.679
2 0.9016 2,810.219
0 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0275 0.0194 0.3049 8.1000e0040.0894 5.3000e0040.0900 0.0237 4.9000e0040.0242 81.8026 81.8026 2.1400e0031.9600e00382.4393 Total 0.0275 0.0194 0.3049 8.1000e0040.0894 5.3000e0040.0900 0.0237 4.9000e0040.0242 81.8026 81.8026 2.1400e0031.9600e00382.4393 Unmitigated Construction Off-Site
Water Exposed Area
CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Storm Drain - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.2157 10.7348 11.9334 0.0288 0.4457 0.4457 0.4100 0.4100 0.0000 2,787.679 2 2,787.679
2 0.9016 2,810.219
0 Total 1.2157 10.7348 11.9334 0.0288 0.4457 0.4457 0.4100 0.4100 0.0000 2,787.679 2 2,787.679
2 0.9016 2,810.219
0 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0275 0.0194 0.3049 8.1000e0040.0894 5.3000e0040.0900 0.0237 4.9000e0040.0242 81.8026 81.8026 2.1400e0031.9600e00382.4393 Total 0.0275 0.0194 0.3049 8.1000e0040.0894 5.3000e0040.0900 0.0237 4.9000e0040.0242 81.8026 81.8026 2.1400e0031.9600e00382.4393 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
4.0 Operational Detail - Mobile
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4.1 Mitigation Measures Mobile
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
User Defined Industrial 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by User Defined Industrial 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH User Defined Industrial 0.543376 0.059966 0.184357 0.131187 0.023843 0.006245 0.012012 0.009162 0.000826 0.000515 0.023898 0.000748 0.003864 CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated
5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.1 Mitigation Measures Area
6.0 Area Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Unmitigated 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
11.0 Vegetation
8.1 Mitigation Measures Waste
8.0 Waste Detail
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 12 Date: 2/15/2022 1:53 PM Calimesa Storm Drain - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Calimesa Creek Tie-Ins
South Coast AQMD Air District, Annual
Project Characteristics -
Land Use - one acre
Construction Phase -
Off-road Equipment - 1 loader/backhoe, 1 excavator, 1 rubber tired loader Construction Off-road Equipment Mitigation -
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population User Defined Industrial 1.00 User Defined Unit 1.00 0.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2022
CO2 Intensity
(lb/MWhr)
390.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
Table Name Column Name Default Value New Value
tblConstructionPhase PhaseEndDate 12/6/2022 8/30/2022
tblLandUse LotAcreage 0.00 1.00
tblOffRoadEquipment OffRoadEquipmentType Excavators
tblOffRoadEquipment OffRoadEquipmentType Rubber Tired Loaders tblOffRoadEquipment OffRoadEquipmentUnitAmount 0.00 1.00 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.0 Emissions Summary
tblOffRoadEquipment PhaseName Tie Ins
tblOffRoadEquipment PhaseName Tie Ins
tblOffRoadEquipment PhaseName Tie Ins
tblTripsAndVMT WorkerTripNumber 13.00 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 8.0500e0030.0794 0.0877 1.8000e0040.0000 3.4700e0033.4700e0030.0000 3.1900e0033.1900e0030.0000 15.4400 15.4400 4.9900e0030.0000 15.5648 Maximum 8.0500e0030.0794 0.0877 1.8000e0040.0000 3.4700e0033.4700e0030.0000 3.1900e0033.1900e0030.0000 15.4400 15.4400 4.9900e0030.0000 15.5648 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 8.0500e0030.0251 0.0877 1.8000e0040.0000 3.4700e0033.4700e0030.0000 3.1900e0033.1900e0030.0000 15.4400 15.4400 4.9900e0030.0000 15.5648 Maximum 8.0500e0030.0251 0.0877 1.8000e0040.0000 3.4700e0033.4700e0030.0000 3.1900e0033.1900e0030.0000 15.4400 15.4400 4.9900e0030.0000 15.5648 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 68.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 7-1-2022 9-30-2022 0.0875 0.0332
Highest 0.0875 0.0332
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Mitigated Operational
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Tie Ins Trenching 7/20/2022 8/30/2022 5 30
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Acres of Grading (Site Preparation Phase): 0
CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.1 Mitigation Measures Construction
Water Exposed Area
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Tie Ins Excavators 1 6.00 158 0.38
Tie Ins Rubber Tired Loaders 1 6.00 203 0.36
Tie Ins Tractors/Loaders/Backhoes 1 8.00 97 0.37
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Tie Ins 5 0.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Tie Ins - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 8.0500e0030.0794 0.0877 1.8000e0043.4700e0033.4700e0033.1900e0033.1900e0030.0000 15.4400 15.4400 4.9900e0030.0000 15.5648 Total 8.0500e0030.0794 0.0877 1.8000e0043.4700e0033.4700e0033.1900e0033.1900e0030.0000 15.4400 15.4400 4.9900e0030.0000 15.5648 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Tie Ins - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 8.0500e0030.0251 0.0877 1.8000e0043.4700e0033.4700e0033.1900e0033.1900e0030.0000 15.4400 15.4400 4.9900e0030.0000 15.5648 Total 8.0500e0030.0251 0.0877 1.8000e0043.4700e0033.4700e0033.1900e0033.1900e0030.0000 15.4400 15.4400 4.9900e0030.0000 15.5648 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
4.0 Operational Detail - Mobile
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4.1 Mitigation Measures Mobile
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
User Defined Industrial 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by User Defined Industrial 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH User Defined Industrial 0.543376 0.059966 0.184357 0.131187 0.023843 0.006245 0.012012 0.009162 0.000826 0.000515 0.023898 0.000748 0.003864 CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Electricity
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.1 Mitigation Measures Area
6.0 Area Detail
5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Unmitigated
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7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Total 0.0000 0.0000 1.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.0000e0052.0000e0050.0000 0.0000 3.0000e005 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
User Defined
Industrial
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
User Defined
Industrial
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
8.1 Mitigation Measures Waste
8.0 Waste Detail
Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
Category/Year
CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
11.0 Vegetation
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2020.4.0 Page 18 of 18 Date: 2/14/2022 8:25 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Calimesa Creek Tie-Ins
South Coast AQMD Air District, Summer
Project Characteristics -
Land Use - one acre
Construction Phase -
Off-road Equipment - 1 loader/backhoe, 1 excavator, 1 rubber tired loader Construction Off-road Equipment Mitigation -
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population User Defined Industrial 1.00 User Defined Unit 1.00 0.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2022
CO2 Intensity
(lb/MWhr)
390.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
Table Name Column Name Default Value New Value
tblConstructionPhase PhaseEndDate 12/6/2022 8/30/2022
tblLandUse LotAcreage 0.00 1.00
tblOffRoadEquipment OffRoadEquipmentType Excavators
tblOffRoadEquipment OffRoadEquipmentType Rubber Tired Loaders tblOffRoadEquipment OffRoadEquipmentUnitAmount 0.00 1.00 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.0 Emissions Summary
tblOffRoadEquipment PhaseName Tie Ins
tblOffRoadEquipment PhaseName Tie Ins
tblOffRoadEquipment PhaseName Tie Ins
tblTripsAndVMT WorkerTripNumber 13.00 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 0.5369 5.2951 5.8457 0.0117 0.0000 0.2314 0.2314 0.0000 0.2129 0.2129 0.0000 1,134.644 9 1,134.644
9 0.3670 0.0000 1,143.819
1 Maximum 0.5369 5.2951 5.8457 0.0117 0.0000 0.2314 0.2314 0.0000 0.2129 0.2129 0.0000 1,134.644 9 1,134.644
9 0.3670 0.0000 1,143.819
1 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 0.5369 1.6756 5.8457 0.0117 0.0000 0.2314 0.2314 0.0000 0.2129 0.2129 0.0000 1,134.644 9 1,134.644
9 0.3670 0.0000 1,143.819
1 Maximum 0.5369 1.6756 5.8457 0.0117 0.0000 0.2314 0.2314 0.0000 0.2129 0.2129 0.0000 1,134.644 9 1,134.644
9 0.3670 0.0000 1,143.819
1 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 68.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 0.0000 2.3000e004 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 0.0000 2.3000e004 Mitigated Operational
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3.0 Construction Detail
3.1 Mitigation Measures Construction
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Tie Ins Trenching 7/20/2022 8/30/2022 5 30
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Tie Ins Excavators 1 6.00 158 0.38
Tie Ins Rubber Tired Loaders 1 6.00 203 0.36
Tie Ins Tractors/Loaders/Backhoes 1 8.00 97 0.37
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Tie Ins 5 0.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Tie Ins - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.5369 5.2951 5.8457 0.0117 0.2314 0.2314 0.2129 0.2129 1,134.644 9 1,134.644
9 0.3670 1,143.819
1 Total 0.5369 5.2951 5.8457 0.0117 0.2314 0.2314 0.2129 0.2129 1,134.644 9 1,134.644
9 0.3670 1,143.819
1 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction Off-Site
Water Exposed Area
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
3.2 Tie Ins - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.5369 1.6756 5.8457 0.0117 0.2314 0.2314 0.2129 0.2129 0.0000 1,134.644 9 1,134.644
9 0.3670 1,143.819
1 Total 0.5369 1.6756 5.8457 0.0117 0.2314 0.2314 0.2129 0.2129 0.0000 1,134.644 9 1,134.644
9 0.3670 1,143.819
1 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
4.0 Operational Detail - Mobile
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4.1 Mitigation Measures Mobile
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
User Defined Industrial 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by User Defined Industrial 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH User Defined Industrial 0.543376 0.059966 0.184357 0.131187 0.023843 0.006245 0.012012 0.009162 0.000826 0.000515 0.023898 0.000748 0.003864 CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated
5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.1 Mitigation Measures Area
6.0 Area Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Unmitigated 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
User Defined
Industrial
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Total 1.0000e0050.0000 1.0000e0040.0000 0.0000 0.0000 0.0000 0.0000 2.2000e0042.2000e0040.0000 2.3000e004 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
11.0 Vegetation
8.1 Mitigation Measures Waste
8.0 Waste Detail
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 13 Date: 2/14/2022 8:24 PM Calimesa Creek Tie-Ins - South Coast AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied
ACOUSTICAL IMPACT ANALYSIS
CALIMESA CREEK STAGE III PROJECT
CITY OF CALIMESA and YUCAIPA, CALIFORNIA
Prepared by:
Sara Friedman-Gerrick
Giroux & Associates
Prepared for:
Phil Martin & Associates
Attn: Phil Martin
Date:
February 15, 2022
Project No.: P22-006 N
Calimesa Creek N 1
NOISE SETTING
NOISE DESCRIPTORS
Sound is mechanical energy transmitted by pressure waves in a compressible medium such as air.
Noise is generally considered to be unwanted sound. Sound is characterized by various parameters that describe the rate of oscillation of sound waves, the distance between successive troughs or crests, the speed of propagation, and the pressure level or energy content of a given sound. In particular, the sound pressure level has become the most common descriptor used to characterize the loudness of an ambient sound level.
The decibel (dB) scale is used to quantify sound pressure levels. Although decibels are most commonly associated with sound, "dB" is a generic descriptor that is equal to ten times the logarithmic ratio of any physical parameter versus some reference quantity. For sound, the reference level is the faintest sound detectable by a young person with good auditory acuity.
Since the human ear is not equally sensitive to all sound frequencies within the entire auditory spectrum, human response is factored into sound descriptions by weighting sounds within the range of maximum human sensitivity more heavily in a process called “A-weighting,” written as dB(A). Any further reference in this discussion to decibels written as "dB" should be understood to be A-weighted.
Time variations in noise exposure are typically expressed in terms of a steady-state energy level equal to the energy content of the time varying period (called LEQ), or alternately, as a statistical description of the sound pressure level that is exceeded over some fraction of a given observation period. Finally, because community receptors are more sensitive to unwanted noise intrusion during the evening and at night, state law requires that, for planning purposes, an artificial dBA increment be added to quiet time noise levels in a 24-hour noise descriptor called the Ldn (daynight) or the Community Noise Equivalent Level (CNEL). The CNEL metric has gradually replaced the Ldn factor, but the two descriptors are essentially identical.
CNEL-based standards are generally applied to transportation-related sources because local jurisdictions are pre-empted from exercising direct noise control over vehicles on public streets, aircraft, trains, etc. The City of Calimesa therefore regulates the noise exposure of the receiving property through land use controls.
For “stationary” noise sources, or noise sources emanating from private property the City does have legal authority to establish noise performance standards designed to not adversely impact adjoining uses. These standards are typically articulated in the Municipal Code. These standards recognize the varying noise sensitivity of both transmitting and receiving land uses. The property line noise performance standards are normally structured according to land use and time-of-day.
NOISE STANDARDS
Calimesa
For stationary noise sources located proximate to residential uses, the City of Calimesa proposes the noise exposure planning policy contained in Section 8.15.040 of the Municipal Code. These Calimesa Creek N 2
noise standards must be met at the nearest sensitive receptors in the vicinity of any stationary or operational source of noise originating from the project. The policy applies to any on-site activities and are shown in Table 1
Table 1
Calimesa Sound level limits
Zone
Applicable Limit One-Hour Average
Sound Level
(In Decibels)
R-1, R-T, R-2, R-R and S-P regulations with a
density of five dwelling units or less per acre
10:00 p.m. to 7:00 a.m. 40
7:00 a.m. to 10:00 p.m. 50
R-3, S-P and PRD regulations with a density of six
or more dwelling units per acre
7:00 a.m. to 7:00 p.m. 55
7:00 p.m. to 10:00 p.m. 50
10:00 p.m. to 7:00 a.m. 45
C-P-S, C-P, C-O 7:00 a.m. to 7:00 p.m. 60
7:00 p.m. to 10:00 p.m. 55
10:00 p.m. to 7:00 a.m. 55
M 7:00 a.m. to 10:00 p.m. 70
10:00 p.m. to 7:00 a.m. 50
Noise from construction equipment is exempt for the regulations in Table 1 but is required to adhere to noise standards as stated in Section 8.15.080 of the Municipal Code:
“It is unlawful for any person, including the city, to operate any single or a combination of powered construction equipment at any construction site before 7:00 a.m. or after 7:00 p.m.
In addition, it is unlawful for any person, including the city, to operate any single or a combination of powered construction equipment at any construction site before 10:00 a.m. or after 5:00 p.m. on Saturdays and Sundays, January 1st, the last Monday in May, known as “Memorial Day,” July 4th, the first Monday in September, Thanksgiving Day and December 25th. When January 1st, July 4th, or December 25th fall on a Sunday, it is unlawful for any person to operate any single or a combination of powered construction equipment at any construction site before 10:00 a.m. or after 5:00 p.m. on the following Monday”
In addition to these times of day construction requirements, the Municipal Code also requires that construction related noise will not exceed a level of 75 dBA for more than 8 hours during a 24- hour period. There are permissible deviations to this standard if construction only occurs sporadically as shown in Table 2.
Calimesa Creek N 3
Table 2
Construction Noise Levels Adjustments
Total Duration in 24 Hours Decibel Level
Allowance Total Decibel Level
Up to 15 minutes +15 90
Up to 30 minutes +12 87
Up to 1 hour +9 84
Up to 2 hours +6 81
Up to 4 hours +3 78
Up to 8 hours 0 75
Yucaipa
Section 87.0905 of the Yucaipa Municipal Code outlines the noise standards applicable to projects within its jurisdiction. The City has adopted the following standards for emanations from any source as it affects adjacent properties.
Table 3
Yucaipa Noise Standards
Affected Land Use Applicable Sound Level
(In Decibels)
Residential Anytime 55
Professional Services Anytime 55
Other Commercial Anytime 60
Industrial Anytime 70
In Section 87.0905(e), Exempt Noises, temporary construction, repair, or demolition activities between 7am and 7pm, except Sundays and Federal holidays are exempted from these noise standards.
The City of Yucaipa also has a vibration standard in its Municipal Code Section 87.0910. However, construction is exempt from this requirement if it occurs between 7 a.m. and 7 p.m., except Sundays and Federal holidays.
GROUNDBORNE VIBRATION
Vibration is an oscillatory motion through a solid medium in which the motion’s amplitude can be described in terms of displacement, velocity, or acceleration. Vibration is normally associated with activities such as railroads or vibration-intensive stationary sources but can also be associated with Calimesa Creek N 4
construction equipment such as jackhammers, pile drivers, and hydraulic hammers. Vibration displacement is the distance that a point on a surface move away from its original static position.
The instantaneous speed that a point on a surface move is described as the velocity and the rate of change of the speed is described as the acceleration. Each of these descriptors can be used to correlate vibration to building damage, and acceptable equipment vibration levels.
During construction, the operation of construction equipment can cause groundborne vibration.
This type of vibration is best measured in terms of velocity or acceleration. The peak particle velocity (PPV) or the root mean square (RMS) velocity is usually used to describe vibration amplitudes. The units for PPV velocity is normally inches per second (in/sec). PPV is defined as the maximum instantaneous peak of the vibration signal and is considered appropriate for evaluating potential building damage. Typically, groundborne vibration generated by human activities attenuates rapidly with distance from the source of the vibration.
BASELINE NOISE LEVELS
The City’s of Calimesa and Yucaipa are located in in Riverside County near the San Bernardino County border. The proposed storm drain pipeline will be located within the roadway right-ofway on County Line Road between 5th Street and the I-10. The proposed detention basin will be located on the south side of County Line Road and the west side of 3 rd Street.
Noise measurements were made in order to document existing baseline levels in the area on Tuesday, September 3, 2019. Measurements were made between 1:00 and 2:30 a.m. and were located to be representative of both the pipeline and detention basin activities. The results are shown below in Table 4.
Table 4
Baseline Noise Levels (dBA)
Meter Location Leq Lmax Lmin
1 County Line Road by Holiday Rancho Mobile Home Park 62 74 41 2 NE Corner Proposed Basin Site by County Line Rd 54 68 47 3 NW Corner Proposed Basin Site by County Line Rd 56 79 40 Meter 1 is representative of noise levels along the pipeline alignment. The noise meter was located on County Line Road near the entrance to the Holiday Ranch Mobile Home Park. This location is in proximity to the I-10 freeway. A noise level of almost 62 dBA Leq was observed.
Farther east from the I-10 freeway the observed noise levels were lower. At the proposed basin site adjacent to the County Line Road perimeter observed noise levels ranged from 54-56 dBA Leq.
Monitoring experience has shown that 24-hour weighted CNELs are typically 2 to 3 dB higher than mid-day Leq readings (Caltrans Technical Noise Supplement, 2009). This would equate to existing CNELs in the 64-65 dBA range at the front facades of noise-sensitive uses adjacent to the Calimesa Creek N 5
pipeline installation. At the location of the proposed basin, existing noise levels would equate to 56-59 dBA CNEL.
Calimesa Creek N 6
PROJECT NOISE IMPACTS
THRESHOLDS OF SIGNIFICANCE
According to the current CEQA Appendix G guidelines, noise impacts are considered potentially significant if they result in:
a. Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the Project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies.
b. Generation of excessive groundborne vibration or groundborne noise levels. c. For a Project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the Project expose people residing or working in the Project area to excessive noise levels.
The noise impact assessment evaluates short-term (temporary) impacts associated with project construction as well as long-term (permanent) impacts resulting from project operation. For construction noise, the potential for impacts is assessed by considering several factors, including the proximity of construction-related noise sources to sensitive receptors, typical noise levels associated with construction equipment (including construction-related vehicles), the potential for construction noise levels to interfere with adjacent residential activities, the duration that sensitive receptors would be affected, and whether proposed activities would occur outside the construction time limits specified in the Noise Ordinance. The project is not expected to create any long-term operational noise increases associated with either the basin, diversion structures, tie-ins or storm drain installation.
Construction noise is typically governed by ordinance limits on allowable times of equipment operations and requires a noise level of less than 75 dBA Leq at a receiving property. The City of Calimesa limits the hours of construction operation to be between the hours of 7:00 a.m. and 7:00 p.m. on weekdays and 10:00 a.m. and 5:00 p.m. on Saturdays or Sundays or holidays. The City of Yucaipa exempts noise generated from construction activities as long as it occurs between 7:00 a.m. and 7:00 p.m. on weekdays and Saturdays with no construction on Sundays or federal holidays.
SENSITIVE RECEPTORS
There are scattered residences along the storm drain alignment. The closest residences have an approximate 50-foot setback from the roadway centerline. The area surrounding the tie-ins have similar setbacks. Because the two activities have similar construction sequences they are analyzed as a single component.
There are residences surrounding the detention basin site on County Line Road and 3 rd Street. The
closest homes take access from 3rd Street and are immediately adjacent to the eastern basin Calimesa Creek N 7
property line. The basin is approximately 480 feet in diameter. The closest home has an approximate 50-foot separation from the basin perimeter and almost a 300-foot separation from the site center. At completion, the top of the basin will be at ground level and the bottom will be approximately -25 feet below grade. When equipment operates at the lower elevation, noise will fall off dramatically because of the shielding offered by the below ground pit. Therefore, sensitive uses adjacent to the retention basin will experience progressively lower construction noise as construction progresses.
The low-flow water diversion structure is within Calimesa Creek adjacent to and west of 5th Street and east of Park Avenue. There are a few scattered homes to the south with an approximate 75- foot setback. The multi-family homes to the north, across County Line Road have a larger setback.
CONSTRUCTION NOISE IMPACTS
Construction noise levels would vary at any given receptor depending on the construction phase, equipment type, duration of use, distance between the noise source and receptor, and the presence or absence of barriers between the noise source and receptor. For this analysis, construction noise levels were estimated for proposed daytime construction.
The construction noise analysis shows that the nearby sensitive residential receivers will likely experience a temporary/periodic increase above ambient noise levels. Construction noise is unavoidable though noise would be temporary and limited to the duration of the construction in any one location. These temporary impacts will cease once each portion of pipeline is completed.
In 2006, the Federal Highway Administration (FHWA) published the Roadway Construction Noise Model that includes a national database of construction equipment reference noise emissions levels. In addition, the database provides an acoustical usage factor to estimate the fraction of time each piece of construction equipment is operating at full power during a construction phase. The usage factor is a key input variable that is used to calculate the average Leq noise levels.
Table 5 identifies highest (Lmax) noise levels associated with each type of equipment identified for use, then adjusts this noise level for distance to the closest sensitive receptors and the extent of equipment usage (usage factor), which is represented as Leq.
Quantitatively, the primary noise prediction equation is expressed as follows for the hourly average noise level (Leq) at distance D between the source and receiver (dBA):
Leq = Lmax @ 50’ – 20 log (D/50’) + 10log (U.F%/100) – I.L.(bar) Where:
Lmax @ 50’ is the published reference noise level at 50 feet U.F.% is the usage factor for full power operation per hour I.L.(bar) is the insertion loss for intervening barriers Calimesa Creek N 8
Point sources of noise emissions are attenuated by a factor of 6 dB per doubling of distance through geometrical (spherical) spreading of sound waves.
Table 5
Construction Noise Impact
Reference Noise Levels
Equipment Usage
Factor
Reference Noise
Level 50 ft (dBA)
Average Noise
50 ft (dBA)
Excavators 40% 81 77
Loader 40% 79 75
Backhoe 37% 78 74
Water Truck* 40% 76 72
Scraper 40% 84 80
Dozer 40% 82 78
Concrete Pump 20% 81 74
Concrete Mixer 40% 79 75
*Used noise levels for dump truck as no data for water truck available Table 6
Construction Noise Impact
Detention Basin (Noise at Closest Receiver)
Equipment Avg Noise
at Site Edge (dBA)
Avg Noise at
Center Site (dBA)*
Excavator 77 49
Dozer 78 50
Scraper 80 52
Loader 75 47
Water Truck 72 44
*Attenuated for distance and below grade elevation
Table 7
Construction Noise Impact
Diversion Structure (Noise at Closest Receiver)
Equipment Avg Noise
Closest Receptor (dBA)
Excavator 74
Concrete Pump 70
Concrete Mixer 71
Loader 71
Noise impacts would be significant if they caused a violation of any adopted standards. The daytime noise standard is 75 dBA Leq. For the detention basin, as shown in Table 6, modeling equipment in the site center (some equipment may be closer others farther), will not cause an exceedance of standards even if 2-3 pieces of equipment were operating simultaneously. In addition, at the perimeter there will be a 3 to 3.5-foot masonry wall. The top of the basin is at ground level and the basin progressively gets deeper and deeper towards the center of the site for an ultimate depth of -25 feet from the surface.
Calimesa Creek N 9
As construction progresses equipment will be located below ground level. The equipment operational height together with the 3 to 3.5-foot masonry wall will provide an effective 28-foot height differential at the basin bottom. This will provide at least -15 dBA of noise attenuation for the adjacent residences. Therefore, at the start of construction, when equipment operates directly at the property line, noise levels might be slightly in excess of the 75 dBA Leq goal. However, as construction progresses, attenuation due to distance and elevation differential will reduce noise levels at any receptor to 44-52 dBA Leq.
The low-flow diversion structure varies in width but is an average of 75 feet from the two singlefamily residences to the south. It is not expected that noise levels will exceed the 75 dBA Leq goal as shown in Table 7. Most adjacent sensitive receptors are the multi-family units to the north, across County Line Road with an approximate 150-foot setback distance. If structures within 75 feet are not expected to be exposed to a construction noise level in excess of the noise goal, then the multi-family units to the north with a 150-foot setback would experience an even greater level of noise protection.
At the closest residential setback of 50 feet, noise levels along the various storm drain alignments and main line tie-ins are estimated to range between 72 and 78 dBA (Leq). The noisiest activities occur during pavement excavation. These maximal noise levels are limited to the time it takes to remove pavement (if necessary) and dig trenches. The project engineer estimates the linear progress rate for the pipeline is 100 feet per day. Equipment operating adjacent to any residence would be brief and would affect a given sensitive receptor for only a short period of time. While such noise levels will be noticeable at times, these exceedances would be sporadic (not continuous) in nature, limited in duration, and would occur only when equipment is typically operated within 50 feet of a given receptor. By 75 feet, noise levels would be below 75 dBA Leq. Additionally, as seen in Table 2, the Calimesa Noise Code allows for upward adjustment of the noise standard when equipment operates for less than 8 hours. Although difficult to estimate, any single piece of heavy equipment will only operate within 50 feet of a residence for a short time and not 8 straight hours. For example, for 2 hours of continuous noise, the construction threshold is adjusted upward by +6 dBA such that the resultant noise threshold increases to 81 dBA and construction noise would not exceed the standard.
Additionally, activities are limited to daytime hours when most people are away. According to the City of Calimesa Municipal Code, permissible hours of construction are between the hours of 7:00 a.m. and 7:00 p.m. on weekdays and 10:00 a.m. and 5:00 p.m. on Saturdays or Sundays or holidays.
Although the City of Yucaipa does not have any regulations on construction noise levels, compliance with the Calimesa requirements would provide assurance that construction noise levels are not intrusive. The City of Yucaipa only allows construction between the hours of 7:00 a.m. and 7:00 p.m. on weekdays and Saturdays. No construction is permitted on Sundays or holidays.
These hours are included as conditions on any project construction permits and these limits will serve to minimize any adverse construction noise impact potential. Because maximum storm drain installation noise would occur for only a few days near any noise-sensitive land use, and because the detention basin occurs over a large site that ultimately is at an elevation of -25 feet below grade, construction activity noise impacts are considered less-than-significant.
Calimesa Creek N 10
CONSTRUCTION ACTIVITY VIBRATION
Project-related pavement cutting, excavation and construction activities could result in vibration that could disturb nearby residents and cause cosmetic damage to existing adjacent buildings or structures.
Ground-borne vibration occurs when heavy equipment travels over unpaved surfaces or when it is engaged in soil movement. The effects of ground-borne vibration include discernable movement of building floors, rattling of windows, shaking of items on shelves or hanging on walls, and rumbling sounds. Vibration related problems generally occur due to resonances in the structural components of a building because structures amplify groundborne vibration. Within the “soft” sedimentary surfaces of much of Southern California, ground vibration is quickly damped out.
Groundborne vibration is almost never annoying to people who are outdoors (FTA 2006).
Groundborne vibrations from construction activities rarely reach levels that can damage structures.
Because vibration is typically not an issue, very few jurisdictions have adopted vibration significance thresholds. Vibration thresholds have been adopted for major public works construction projects, but these relate mostly to structural protection (cracking foundations or stucco) rather than to human annoyance.
The vibration descriptor commonly used to determine structural damage is the peak particle velocity (ppv) which is defined as the maximum instantaneous positive or negative peak of the vibration signal, usually measured in in/sec. The range of such vibration is as follows in Table 8:
Table 8
Human Response To Transient Vibration
Average Human Response ppv (in/sec)
Severe 2.00
Strongly perceptible 0.90 0
Distinctly perceptible 0.24 0
Barely perceptible 0.03 0
5 Source: Caltrans Transportation and Construction Vibration Guidance Manual, 2013.
Over the years, numerous vibration criteria and standards have been suggested by researchers, organizations, and governmental agencies. There are no Caltrans or Federal Highway Administration standards for vibration.
According to Caltrans, the threshold for structural vibration damage for modern structures is 0.5 in/sec for intermittent sources, which include impact pile drivers, pogo-stick compactors, crackand-seat equipment, vibratory pile drivers, and vibratory compaction equipment. The American Association of State Highway and Transportation Officials (AASHTO) (1990) identifies maximum vibration levels for preventing damage to structures from intermittent construction or maintenance activities for residential buildings in good repair with gypsum board walls to be 0.4– Calimesa Creek N 11
0.5 in/sec. Below this level there is virtually no risk of building damage. Table 9 shows the predicted vibration levels generated by construction equipment.
Table 9
Estimated Vibration Levels During Project Construction
Equipment
PPV
at 10 ft (in/sec)
PPV
at 15 ft (in/sec)
PPV
at 25 ft (in/sec)
PPV
at 50 ft (in/sec)
Large Bulldozer 0.352 0.191 0.089 0.031
Loaded trucks 0.300 0.152 0.076 0.027
Jackhammer 0.138 0.070 0.035 0.012
Small Bulldozer 0.012 0.006 0.003 0.001
Source: FHWA Transit Noise and Vibration Impact Assessment The calculation to determine PPV at a given distance is:
PPVdistance = PPVref*(25/D)^1.5
Where:
PPVdistance = the peak particle velocity in inches/second of the equipment adjusted for distance,
PPVref = the reference vibration level in inches/second at 25 feet, and D = the distance from the equipment to the receiver.
As shown even equipment operating very near a residence would not cause damage although the vibration could be in the annoyance range. Regardless, is unlikely that a large bulldozer or loaded truck would ever operate 10 feet from a structure. Therefore, vibration levels will be any possible cosmetic damage level.
SITE OPERATIONAL NOISE
Operation of the detention basins, low-flow diversion structures and drains and tie-ins would not result in significant noise impacts, since these facilities would be located below ground surface.
SUMMARY
Short-term construction noise intrusion and vibration impacts will be limited by conditions on construction permits requiring compliance with the City of Calimesa Noise Ordinance. The allowed hours of construction are between the hours of 7:00 a.m. and 7:00 p.m. on weekdays and 10:00 a.m. and 5:00 p.m. on Saturdays or Sundays or holidays. The City of Yucaipa’s allowable Calimesa Creek N 12
hours of construction are 7:00 a.m. and 7:00 p.m. on weekdays and Saturdays. In addition, the following standard construction practices are required:
• All construction equipment shall use properly operating mufflers. • Stockpiling and staging activities must be located as far as practicable from dwellings. • All mobile equipment shall have properly operating and maintained mufflers.
Construction vibration would not exceed any damage thresholds at the nearest sensitive uses.
Operation of the project would not result in significant noise impacts.
Calimesa Creek Stage III Project
Initial Study/Mitigated Negative Declaration – February 9, 2023 Appendix H – VMT Report
Memo
lc v:\2042\active\2042581300\design\analysis\report\vmt\mem-truck_haul_vmt-20220218.docx To: Phil Martin From: Cathy Lawrence
Phil Martin Associates
2987 NW Fairway Heights Drive
Bend OR 97703
38 Technology Drive, Suite 200
Irvine CA 92618
File: 2042581300 Date: February 18, 2022
Reference: Truck Haul Route for Calimesa Channel Stage 3 Detention Basin Vehicle Miles Traveled Assessment
The Truck Haul Route for Calimesa Channel Stage 3 Detention Basin (Project) was evaluated for local transportation effects as detailed in Truck Haul Route for Calimesa Channel 3 Detention Basin to San Timoteo Landfill Traffic Impact Study dated October 30, 2019 prepared by Stantec Consulting Services Inc. (Stantec). That traffic impact analysis used level of service (LOS) methodology based on vehicle delay calculations to determine peak hour intersection impacts. Senate Bill 743 (SB 743) has replaced LOS with “Vehicle Miles Traveled” (VMT) as the metric for identifying California Environmental Quality Act (CEQA) transportation impacts. This memorandum summarizes the potential environmental transportation impacts of the Project consistent with SB 743.
The proposed Project consists of the exportation of dirt from the Calimesa Channel 3 detention basin during a two- to three-month construction period. The proposed truck haul route covers approximately 11 miles from the Calimesa Channel Stage 3 detention basin to the San Timoteo Landfill in Redlands.
VEHICLE MILES TRAVELED
SB 743 has identified VMT as the metric for identifying CEQA transportation impacts. To comply with the requirements of SB 743, the City of Calimesa has defined the conditions for conducting CEQA VMT analysis.1 The City has identified project types that are local serving by nature as having the presumption of a less than significant impact. The City uses VMT per service population for its impact threshold.
The Project consists of truck trips from the detention basin construction site to the San Timoteo Landfill during the temporary construction period. The truck haul route would be active only during the two- to three-month construction period, and VMT analysis is not applicable to temporary construction traffic. Furthermore, these approximately 11-mile trips would be considered local serving trips.
CONCLUSIONS
The Project consists of a temporary truck haul route during construction of the Calimesa Channel Stage 3 Detention Basin. VMT is not applicable to temporary construction traffic. Since the Project consists of hauling of dirt from the construction site over only a two- to three-month period, no further VMT analysis is required. 1 City of Calimesa, CA. May 2020. Final City of Calimesa Transportation Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment.
February 18, 2022
Phil Martin
Reference: Truck Haul Route for Calimesa Channel Stage 3 Detention Basin Vehicle Miles Traveled Assessment lc v:\2042\active\2042581300\design\analysis\report\vmt\mem-truck_haul_vmt-20220218.docx Stantec Consulting Services Inc.
Cathy Lawrence PE
Transportation Engineer
Phone: 949 923 6064
[email protected]
c. Keith Rutherfurd, Stantec
APPENDIX A
Air Quality
AIR QUALITY AND GHG IMPACT ANALYSES
CALIMESA CREEK STAGE III PROJECT
CITY OF CALIMESA and YUCAIPA, CALIFORNIA
Prepared by:
Sara Friedman-Gerrick
Giroux & Associates
Prepared for:
Phil Martin & Associates
Attn: Phil Martin
Date:
February 15, 2022
Project No.: P22-006 AQ
Calimesa Creek AQ
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ATMOSPHERIC SETTING
REGIONAL CLIMATE
The climate of the Calimesa area, as with all of Southern California, is governed largely by the strength and location of the semi-permanent high-pressure center over the Pacific Ocean and the moderating effects of the nearby vast oceanic heat reservoir. Local climatic conditions are characterized by very warm summers, mild winters, infrequent rainfall, moderate daytime onshore breezes, and comfortable humidities. Unfortunately, the same climatic conditions that create such a desirable living climate combine to severely restrict the ability of the local atmosphere to disperse the large volumes of air pollution generated by the population and industry attracted in part by the climate. The City of Calimesa is located within Riverside County near the San Bernardino County line. The project is situated in an area where the pollutants generated in coastal portions of the Los Angeles basin undergo photochemical reactions and then move inland during the daily sea breeze cycle with limited regional meteorological dispersion potential.
Winds across the proposed Calimesa project site are an important meteorological parameter because they control both the initial rate of dilution of locally generated air pollutant emissions as well as controlling their regional trajectory. The wind patterns in this portion of Riverside County display a very unidirectional onshore flow from the west-southwest/west-northwest that is strongest in summer with a weaker offshore return flow from the north-northeast/east-northeast that is strongest on winter nights when the land is colder than the ocean. The onshore winds during the day average 6-10 mph while the offshore flow is often calm or drifts slowly westward at 1-3 mph. During the daytime, any locally generated air emissions are thus rapidly transported eastward toward the Banning Pass/Palm Springs, or upslope within the rising thermal chimneys on the south slopes of the San Bernardino Mountains without generating any localized air quality impacts. The nocturnal drainage winds which move slowly across the area have some potential for localized stagnation, but fortunately, these off-shore winds have their origin in the nearby mountains where background pollution levels are low such that any localized contributions do not create any unhealthful impacts.
In conjunction with the two characteristic wind regimes that affect the rate and orientation of horizontal pollutant transport, there are two similarly distinct types of temperature inversions that control the vertical depth through which pollutants are mixed. The summer on-shore flow is capped by a massive dome of warm, sinking air which caps a shallow layer of cooler ocean air.
These marine/ subsidence inversions act like a giant lid over the basin. They allow for local mixing of emissions, but they confine the entire polluted air mass within the basin until it escapes into the desert or along the thermal chimneys formed along heated mountain slopes. In winter, when the air near the ground cools while the air aloft remains warm, radiation inversions are formed that trap low-level emissions such as automobile exhaust near their source. As background levels of primary vehicular exhaust rise during the seaward return flow, the combination of rising non-local baseline levels plus emissions trapped locally by these radiation inversions creates micro-scale air pollution "hot spots" near freeways, shopping centers and other traffic concentrations in coastal areas of the Los Angeles Basin. The combination of winds and inversions are critical determinants in leading to the often degraded air quality in summer, and the generally good air quality in winter in the Calimesa area.
Calimesa Creek AQ
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AIR QUALITY SETTING
AMBIENT AIR QUALITY STANDARDS (AAQS)
In order to gauge the significance of the air quality impacts of the proposed project, those impacts, together with existing background air quality levels, must be compared to the applicable ambient air quality standards. These standards are the levels of air quality considered safe, with an adequate margin of safety, to protect the public health and welfare. They are designed to protect those people most susceptible to further respiratory distress such as asthmatics, the elderly, very young children, people already weakened by other disease or illness, and persons engaged in strenuous work or exercise, called "sensitive receptors." Healthy adults can tolerate occasional exposure to air pollutant concentrations considerably above these minimum standards before adverse effects are observed. Recent research has shown, however, that chronic exposure to ozone (the primary ingredient in photochemical smog) may lead to adverse respiratory health even at concentrations close to the ambient standard.
National AAQS were established in 1971 for six pollution species with states retaining the option to add other pollutants, require more stringent compliance, or to include different exposure periods.
The initial attainment deadline of 1977 was extended several times in air quality problem areas like Southern California. In 2003, the Environmental Protection Agency (EPA) adopted a rule, which extended and established a new attainment deadline for ozone for the year 2021. Because the State of California had established AAQS several years before the federal action and because of unique air quality problems introduced by the restrictive dispersion meteorology, there is considerable difference between state and national clean air standards. Those standards currently in effect in California are shown in Table 1. Sources and health effects of various pollutants are shown in Table 2.
The Federal Clean Air Act Amendments (CAAA) of 1990 required that the U.S. Environmental Protection Agency (EPA) review all national AAQS in light of currently known health effects.
EPA was charged with modifying existing standards or promulgating new ones where appropriate.
EPA subsequently developed standards for chronic ozone exposure (8+ hours per day) and for very small diameter particulate matter (called "PM-2.5"). New national AAQS were adopted in 1997 for these pollutants.
Planning and enforcement of the federal standards for PM-2.5 and for ozone (8-hour) were challenged by trucking and manufacturing organizations. In a unanimous decision, the U.S.
Supreme Court ruled that EPA did not require specific congressional authorization to adopt national clean air standards. The Court also ruled that health-based standards did not require preparation of a cost-benefit analysis. The Court did find, however, that there was some inconsistency between existing and "new" standards in their required attainment schedules. Such attainment-planning schedule inconsistencies centered mainly on the 8-hour ozone standard. EPA subsequently agreed to downgrade the attainment designation for a large number of communities to “non-attainment” for the 8-hour ozone standard.
Calimesa Creek AQ
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Table 1
Calimesa Creek AQ
- 4 -
Table 1 (continued)
Calimesa Creek AQ
- 5 -
Table 2
Health Effects of Major Criteria Pollutants
Pollutants Sources Primary Effects
Carbon Monoxide
(CO)
• Incomplete combustion of fuels and
other carbon-containing substances, such
as motor exhaust.
• Natural events, such as decomposition of
organic matter.
• Reduced tolerance for exercise.
• Impairment of mental function.
• Impairment of fetal development.
• Death at high levels of exposure.
• Aggravation of some heart diseases
(angina).
Nitrogen Dioxide
(NO2)
• Motor vehicle exhaust.
• High temperature stationary combustion.
• Atmospheric reactions.
• Aggravation of respiratory illness.
• Reduced visibility.
• Reduced plant growth.
• Formation of acid rain.
Ozone
(O3)
• Atmospheric reaction of organic gases
with nitrogen oxides in sunlight.
• Aggravation of respiratory and
cardiovascular diseases.
• Irritation of eyes.
• Impairment of cardiopulmonary
function.
• Plant leaf injury.
Lead (Pb) • Contaminated soil. • Impairment of blood function and nerve construction.
• Behavioral and hearing problems in
children.
Respirable
Particulate Matter
(PM-10)
• Stationary combustion of solid fuels.
• Construction activities.
• Industrial processes.
• Atmospheric chemical reactions.
• Reduced lung function.
• Aggravation of the effects of gaseous
pollutants.
• Aggravation of respiratory and cardio
respiratory diseases.
• Increased cough and chest discomfort.
• Soiling.
• Reduced visibility.
Fine Particulate
Matter
(PM-2.5)
• Fuel combustion in motor vehicles,
equipment, and industrial sources.
• Residential and agricultural burning.
• Industrial processes.
• Also, formed from photochemical
reactions of other pollutants, including
NOx, sulfur oxides, and organics.
• Increases respiratory disease.
• Lung damage.
• Cancer and premature death.
• Reduces visibility and results in surface
soiling.
Sulfur Dioxide
(SO2)
• Combustion of sulfur-containing fossil
fuels.
• Smelting of sulfur-bearing metal ores.
• Industrial processes.
• Aggravation of respiratory diseases
(asthma, emphysema).
• Reduced lung function.
• Irritation of eyes.
• Reduced visibility.
• Plant injury.
• Deterioration of metals, textiles, leather,
finishes, coatings, etc.
Source: California Air Resources Board, 2002.
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Evaluation of the most current data on the health effects of inhalation of fine particulate matter prompted the California Air Resources Board (ARB) to recommend adoption of the statewide PM-2.5 standard that is more stringent than the federal standard. This standard was adopted in 2002. The State PM-2.5 standard is more of a goal in that it does not have specific attainment planning requirements like a federal clean air standard, but only requires continued progress towards attainment.
Similarly, the ARB extensively evaluated health effects of ozone exposure. A new state standard for an 8-hour ozone exposure was adopted in 2005, which aligned with the exposure period for the federal 8-hour standard. The California 8-hour ozone standard of 0.07 ppm is more stringent than the federal 8-hour standard of 0.075 ppm. The state standard, however, does not have a specific attainment deadline. California air quality jurisdictions are required to make steady progress towards attaining state standards, but there are no hard deadlines or any consequences of nonattainment. During the same re-evaluation process, the ARB adopted an annual state standard for nitrogen dioxide (NO2) that is more stringent than the corresponding federal standard and strengthened the state one-hour NO2 standard.
As part of EPA’s 2002 consent decree on clean air standards, a further review of airborne particulate matter (PM) and human health was initiated. A substantial modification of federal clean air standards for PM was promulgated in 2006. Standards for PM-2.5 were strengthened, a new class of PM in the 2.5-to-10-micron size was created, some PM-10 standards were revoked, and a distinction between rural and urban air quality was adopted. In December 2012, the federal annual standard for PM-2.5 was reduced from 15 g/m3 to 12 g/m3 which matches the California AAQS. The severity of the basin’s non-attainment status for PM-2.5 may be increased by this action and thus require accelerated planning for future PM-2.5 attainment.
In response to continuing evidence that ozone exposure at levels just meeting federal clean air standards is demonstrably unhealthful, EPA had proposed a further strengthening of the 8-hour standard. A new 8-hour ozone standard was adopted in 2015 after extensive analysis and public input. The adopted national 8-hour ozone standard is 0.07 ppm which matches the current California standard. It will require three years of ambient data collection, then 2 years of nonattainment findings and planning protocol adoption, then several years of plan development and approval. Final air quality plans for the new standard are likely to be adopted around 2022.
Ultimate attainment of the new standard in ozone problem areas such as Southern California might be after 2025.
In 2010 a new federal one-hour primary standard for nitrogen dioxide (NO2) was adopted. This standard is more stringent than the existing state standard. Based upon air quality monitoring data in the South Coast Air Basin, the California Air Resources Board has requested the EPA to designate the basin as being in attainment for this standard. The federal standard for sulfur dioxide (SO2) was also recently revised. However, with minimal combustion of coal and mandatory use of low sulfur fuels in California, SO2 is typically not a problem pollutant.
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BASELINE AIR QUALITY
Existing and probable future levels of air quality in the project area can be best inferred from ambient air quality measurements conducted by the South Coast Air Quality Management District (SCAQMD) at its Redlands air monitoring station located less than one mile west of the proposed site. That station, however, only monitors ozone and large particulates. The closest data resource for a more comprehensive spectrum of monitored pollutants is the Central San Bernardino monitoring station. Table 3 summarizes the last four years of published data from the Redlands and Central San Bernardino monitoring stations.
Ozone and particulates are seen to be the two most significant air quality concerns. Ozone is the primary ingredient in photochemical smog. Slightly more than 21 percent of all days exceed the California one-hour standard. The 8-hour state ozone standard has been exceeded an average of 31 percent of all days in the past four years. The federal 8-hour standard is exceeded 23 percent of all days. For the last four years, ozone levels have neither improved nor gotten noticeably worse.
While ozone levels are still high, they are much lower than 10 to 20 years ago. Attainment of all clean air standards in the project vicinity is not likely to occur soon, but the severity and frequency of violations is expected to continue to slowly decline during the current decade.
In addition to gaseous air pollution concerns, Riverside experiences frequent violations of standards for 10-micron diameter respirable particulate matter (PM-10). High dust levels occur during Santa Ana wind conditions, as well as from the trapped accumulation of soot, roadway dust and byproducts of atmospheric chemical reactions during warm season days with poor visibility.
Table 3 shows that two percent of all days in the last four years experienced a violation of the State PM-10 standard. However, the three-times less stringent federal standard has not been exceeded in the same time period.
A substantial fraction of PM-10 is comprised of ultra-small diameter particulates capable of being inhaled into deep lung tissue (PM-2.5). Peak annual PM-2.5 levels are sometimes almost as high as PM-10, which includes PM-2.5 as a sub-set. Only one day of all measurement days in the last four years experienced a violation of the 24-hour standard of 35 g/m3.
While many of the major ozone precursor emissions (automobiles, solvents, paints, etc.) have been substantially reduced, most major PM-10 sources (construction dust, vehicular turbulence along roadway shoulders, truck exhaust, etc.) have not been as effectively reduced. Prospects of ultimate attainment of ozone standards are better than for particulate matter.
More localized pollutants such as carbon monoxide, nitrogen oxides, etc. are very low near the project site because background levels, never approach allowable levels. There is substantial excess dispersive capacity to accommodate localized vehicular air pollutants such as NOx or CO without any threat of violating applicable AAQS.
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Table 3
Air Quality Monitoring Summary (2017-2020)
(Number of Days Standards Were Exceeded, and
Maximum Levels During Such Violations)
(Entries shown as ratios = samples exceeding standard/samples taken) Pollutant/Standard 2017 2018 2019 2020
Ozone
1-Hour > 0.09 ppm (S) 79 53 73 104
8-Hour > 0.07 ppm (S) 114 94 109 141
8- Hour > 0.075 ppm (F) 60 66 88 127
Max. 1-Hour Conc. (ppm) 0.156 0.136 0.137 0.173
Max. 8-Hour Conc. (ppm) 0.135 0.114 0.117 0.136
Carbon Monoxide
8- Hour > 9. ppm (S,F) 0 0 0 0
Max 8-hour Conc. (ppm) 2.3 2.5 1.1 1.4
Nitrogen Dioxide
1-Hour > 0.18 ppm (S) 0 0 0 0
Max. 1-Hour Conc. (ppm) 0.065 0.057 0.059 0.054
Inhalable Particulates (PM-10)
24-hour > 50 g/m3 (S) 2/59 2/59 0/59 1/40
24-hour > 150 g/m3(F) 0/59 0/59 0/59 0/40
Max. 24-Hr. Conc. (g/m3) 77. 74. 44. 57.
Ultra-Fine Particulates (PM-2.5)
24-Hour > 35 g/m3 (F) 1/116 0/114 0/97 0/115
Max. 24-Hr. Conc. (g/m3) 38.2 30.1 34.8 25.7
Source: South Coast AQMD Air Monitoring Station Data Summary Redland Monitoring Station: Ozone, PM-10
San Bernardino 4th Street Monitoring Station: CO, NOx, PM-2.5 Calimesa Creek AQ
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AIR QUALITY PLANNING
The Federal Clean Air Act (1977 Amendments) required that designated agencies in any area of the nation not meeting national clean air standards must prepare a plan demonstrating the steps that would bring the area into compliance with all national standards. The SCAB could not meet the deadlines for ozone, nitrogen dioxide, carbon monoxide, or PM-10. In the SCAB, the agencies designated by the governor to develop regional air quality plans are the SCAQMD and the Southern California Association of Governments (SCAG). The two agencies first adopted an Air Quality Management Plan (AQMP) in 1979 and revised it several times as earlier attainment forecasts were shown to be overly optimistic.
The 1990 Federal Clean Air Act Amendment (CAAA) required that all states with air-sheds with “serious” or worse ozone problems submit a revision to the State Implementation Plan (SIP).
Amendments to the SIP have been proposed, revised and approved over the past decade. The most current regional attainment emissions forecast for ozone precursors (ROG and NOx) and for carbon monoxide (CO) and for particulate matter are shown in Table 4. Substantial reductions in emissions of ROG, NOx and CO are forecast to continue throughout the next several decades.
Unless new particulate control programs are implemented, PM-10 and PM-2.5 are forecast to slightly increase.
The Air Quality Management District (AQMD) adopted an updated clean air “blueprint” in August 2003. The 2003 Air Quality Management Plan (AQMP) was approved by the EPA in 2004. The AQMP outlined the air pollution measures needed to meet federal health-based standards for ozone by 2010 and for particulates (PM-10) by 2006. The 2003 AQMP was based upon the federal onehour ozone standard which was revoked late in 2005 and replaced by an 8-hour federal standard.
Because of the revocation of the hourly standard, a new air quality planning cycle was initiated.
With re-designation of the air basin as non-attainment for the 8-hour ozone standard, a new attainment plan was developed. This plan shifted most of the one-hour ozone standard attainment strategies to the 8-hour standard. As previously noted, the attainment date was to “slip” from 2010 to 2021. The updated attainment plan also includes strategies for ultimately meeting the federal PM-2.5 standard.
Because projected attainment by 2021 required control technologies that did not exist yet, the SCAQMD requested a voluntary “bump-up” from a “severe non-attainment” area to an “extreme non-attainment” designation for ozone. The extreme designation was to allow a longer time period for these technologies to develop. If attainment cannot be demonstrated within the specified deadline without relying on “black-box” measures, EPA would have been required to impose sanctions on the region had the bump-up request not been approved. In April 2010, the EPA approved the change in the non-attainment designation from “severe-17” to “extreme.” This reclassification set a later attainment deadline (2024), but also required the air basin to adopt even more stringent emissions controls.
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Table 4
South Coast Air Basin Emissions Forecasts (Emissions in tons/day) Pollutant 2015a 2020b 2025b 2030b
NOx 357 289 266 257
VOC 400 393 393 391
PM-10 161 165 170 172
PM-2.5 67 68 70 71
a2015 Base Year.
bWith current emissions reduction programs and adopted growth forecasts.
Source: California Air Resources Board, 2013 Almanac of Air Quality In other air quality attainment plan reviews, EPA had disapproved part of the SCAB PM-2.5 attainment plan included in the AQMP. EPA stated that the current attainment plan relied on PM2.5 control regulations that had not yet been approved or implemented. It was expected that a number of rules that were pending approval would remove the identified deficiencies. If these issues were not resolved within the next several years, federal funding sanctions for transportation projects could result. The 2012 AQMP included in the current California State Implementation Plan (SIP) was expected to remedy identified PM-2.5 planning deficiencies.
The federal Clean Air Act requires that non-attainment air basins have EPA approved attainment plans in place. This requirement includes the federal one-hour ozone standard even though that standard was revoked almost ten years ago. There was no approved attainment plan for the onehour federal standard at the time of revocation. Through a legal quirk, the SCAQMD is now required to develop an AQMP for the long since revoked one-hour federal ozone standard. Because the current SIP for the basin contains a number of control measures for the 8-hour ozone standard that are equally effective for one-hour levels, the 2012 AQMP was believed to satisfy hourly attainment planning requirements.
AQMPs are required to be updated every three years. The 2012 AQMP was adopted in early 2013.
An updated AQMP was required for completion in 2016. The 2016 AQMP was adopted by the SCAQMD Board in March, 2017, and has been submitted the California Air Resources Board for forwarding to the EPA. The 2016 AQMP acknowledges that motor vehicle emissions have been effectively controlled and that reductions in NOx, the continuing ozone problem pollutant, may need to come from major stationary sources (power plants, refineries, landfill flares, etc.) The current attainment deadlines for all federal non-attainment pollutants are now as follows:
8-hour ozone (70 ppb) 2032
Annual PM-2.5 (12 g/m3) 2025
8-hour ozone (75 ppb) 2024 (old standard)
1-hour ozone (120 ppb) 2023 (rescinded standard)
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24-hour PM-2.5 (35 g/m3) 2019
The key challenge is that NOx emission levels, as a critical ozone precursor pollutant, are forecast to continue to exceed the levels that would allow the above deadlines to be met. Unless additional stringent NOx control measures are adopted and implemented, ozone attainment goals may not be met.
The proposed project does not directly relate to the AQMP in that there are no specific air quality programs or regulations governing storm water improvement projects. Conformity with adopted plans, forecasts and programs relative to population, housing, employment and land use is the primary yardstick by which impact significance of planned growth is determined. The SCAQMD, however, while acknowledging that the AQMP is a growth-accommodating document, does not favor designating regional impacts as less-than-significant just because the proposed development is consistent with regional growth projections. Air quality impact significance for the proposed project has therefore been analyzed on a project-specific basis.
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AIR QUALITY IMPACT
STANDARDS OF SIGNIFICANCE
Air quality impacts are considered “significant” if they cause clean air standards to be violated where they are currently met, or if they “substantially” contribute to an existing violation of standards. Any substantial emissions of air contaminants for which there is no safe exposure, or nuisance emissions such as dust or odors, would also be considered a significant impact.
Appendix G of the California CEQA Guidelines offers the following four tests of air quality impact significance. A project would have a potentially significant impact if it would:
a) Conflicts with or obstructs implementation of the applicable air quality plan. b) Results in a cumulatively considerable net increase of any criteria pollutants for which the Project region is non-attainment under an applicable federal or state ambient air quality standard.
c) Exposes sensitive receptors to substantial pollutant concentrations. d) Creates objectionable odors affecting a substantial number of people.
Primary Pollutants
Air quality impacts generally occur on two scales of motion. Near an individual source of emissions or a collection of sources such as a crowded intersection or parking lot, levels of those pollutants that are emitted in their already unhealthful form will be highest. Carbon monoxide (CO) is an example of such a pollutant. Primary pollutant impacts can generally be evaluated directly in comparison to appropriate clean air standards. Violations of these standards where they are currently met, or a measurable worsening of an existing or future violation, would be considered a significant impact. Many particulates, especially fugitive dust emissions, are also primary pollutants. Because of the non-attainment status of the South Coast Air Basin (SCAB) for PM-10, an aggressive dust control program is required to control fugitive dust during project construction.
Secondary Pollutants
Many pollutants, however, require time to transform from a more benign form to a more unhealthful contaminant. Their impact occurs regionally far from the source. Their incremental regional impact is minute on an individual basis and cannot be quantified except through complex photochemical computer models. Analysis of significance of such emissions is based upon a specified amount of emissions (pounds, tons, etc.) even though there is no way to translate those emissions directly into a corresponding ambient air quality impact.
Because of the chemical complexity of primary versus secondary pollutants, the SCAQMD has designated significant emissions levels as surrogates for evaluating regional air quality impact Calimesa Creek AQ
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significance independent of chemical transformation processes. Projects with daily emissions that exceed any of the following emission thresholds are recommended by the SCAQMD to be considered significant under CEQA guidelines.
Table 5
Daily Emissions Thresholds
Source: SCAQMD CEQA Air Quality Handbook, November, 1993 Rev.
SENSITIVE RECEPTORS
There are residences surrounding the proposed detention basin site County Line Road near 3rd Street. The closest homes are immediately adjacent to the eastern site perimeter and take access from 3rd Street. The existing land uses adjacent to the proposed storm drain improvements from include vacant land and single-family detached residential units to the south and multi-family to the north in the City of Yucaipa. The closest residence is approximately 50 feet from the roadway centerline.
CONSTRUCTION ACTIVITY IMPACTS
CalEEMod was developed by the SCAQMD to provide a model by which to calculate both construction emissions and operational emissions from a variety of land use projects. It calculates both the daily maximum and annual average emissions for criteria pollutants as well as total or annual greenhouse gas (GHG) emissions.
The project entails construction of a 53 acre-foot detention basin at County Line Road near 3rd Street. Additionally, a storm drain system will run from between 5th Street and I-10. Tie-Ins will connect the new storm drain lines to the creek. A low-flow water diversion structure is proposed within Calimesa Creek. This concrete structure would allow low flow water in Calimesa Creek to be diverted west into the Calimesa Creek to maintain existing low water flows in the creek.
Estimated construction emissions were modeled using CalEEMod2020.4.0 to identify maximum daily emissions for each pollutant during project construction. The construction schedule and equipment list was provided by the project engineer and is shown in Table 6.
Pollutant Construction Operations
ROG 75 55
NOx 100 55
CO 550 550
PM-10 150 150
PM-2.5 55 55
SOx 150 150
Lead 3 3
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Table 6
Construction Activity Equipment Fleet
Detention Basin
120 days
Export 31,000 CY earthworks
1 Excavator
1 Dozer
1 Scraper
1 Loader
1 Water Truck
Storm Drain Installation
60 days
2 Excavators
1 Loader
1 Backhoe
1 Water Truck
Tie-Ins
30 days
1 Excavator
1 Loader
1 Backhoe
Low-Flow Diversion Structures
60 days
1 Mixer
1 Pump
1 Excavator
1 Loader/Backhoe
CEQA Thresholds
Utilizing the indicated equipment fleet and durations shown in Table 6 the following worst-case daily construction emissions are calculated by CalEEMod and are listed in Table 7.
Table 7
Construction Activity Emissions
Maximum Daily Emissions (pounds/day)
Maximal Construction
Emissions ROG NOx CO SO2 PM-10 PM-2.5
2022
Detention Basin 2.4 25.9 18.0 0.1 4.0 2.4
Storm Drain 1.2 10.7 12.3 0.0 0.5 0.4
Tie-Ins 0.5 1.7 5.8 0.0 0.2 0.2
Diversion Structures 0.6 1.7 6.9 0.0 0.3 0.3
Total 4.7 40.0 43.0 0.1 5.0 3.3
SCAQMD Thresholds 75 100 550 150 150 55
Peak daily construction activity emissions are estimated be below SCAQMD CEQA thresholds even if the worst-case days for all activities were to overlap.
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Construction equipment exhaust contains carcinogenic compounds within the diesel exhaust particulates. The toxicity of diesel exhaust is evaluated relative to a 24-hour per day, 365 days per year, 70-year lifetime exposure. The SCAQMD does not generally require the analysis of construction-related diesel emissions relative to health risk due to the short period for which the majority of diesel exhaust would occur. Health risk analyses are typically assessed over a 9-, 30-, or 70-year timeframe and not over a relatively brief construction period due to the lack of health risk associated with such a brief exposure.
LOCALIZED SIGNIFICANCE THRESHOLDS
The SCAQMD has developed analysis parameters to evaluate ambient air quality on a local level in addition to the more regional emissions-based thresholds of significance. These analysis elements are called Localized Significance Thresholds (LSTs). LSTs were developed in response to Governing Board’s Environmental Justice Enhancement Initiative 1-4 and the LST methodology was provisionally adopted in October 2003 and formally approved by SCAQMD’s Mobile Source Committee in February 2005.
Use of an LST analysis for a project is optional. For the proposed project, the only possible LST impact would be during construction. LSTs are applicable for a sensitive receptor where it is possible that an individual could remain for 24 hours such as a residence, hospital or convalescent facility.
LSTs are applicable to the following criteria pollutants: oxides of nitrogen (NOx), carbon monoxide (CO), and particulate matter (PM-10 and PM-2.5). LSTs represent the maximum emissions from a project that are not expected to cause or contribute to an exceedance of the most stringent applicable federal or state ambient air quality standard, and are developed based on the ambient concentrations of that pollutant for each source receptor area and distance to the nearest sensitive receptor.
LST screening tables are available for 25, 50, 100, 200 and 500 meter source-receptor distances.
For this project, there are residences adjacent to most project components such that the most conservative and restrictive 25-meter distance was modeled.
LST pollutant screening level concentration data is currently published for 1, 2 and 5 acre sites for varying distances. Because construction of a storm drain is linear, equipment only operates in front of any single residence for a short period of time (progress rate is estimated to be 100 linear feet per day). The most stringent thresholds for a 1 acre site were applied for storm drain activity.
However, the detention basin is larger such that thresholds for a 4-acre site were interpolated from available data. One acre-sites were used for other ancillary activities.
The following thresholds and emissions in Table 8 are therefore determined (pounds per day):
Table 8
LST and Project Emissions (pounds/day)
Storm Drain LST
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LST 1 acre/25 meters
Hemet/San Jacinto Valley CO NOx PM-10 PM-2.5
LST Threshold 750 162 4 3
Max On-Site Emissions 12 11 1 1
Detention Basin LST
LST 4 acre/25 meters
Hemet/San Jacinto Valley CO NOx PM-10 PM-2.5
LST Threshold 1,677 325 11 7
Max On-Site Emissions 18 26 4 2
Tie-Ins LST
LST 1 acre/25 meters
Hemet/San Jacinto Valley CO NOx PM-10 PM-2.5
LST Threshold 750 162 4 3
Max On-Site Emissions 6 2 1 1
Diversion Structures LST
LST 1 acre/25 meters
Hemet/San Jacinto Valley CO NOx PM-10 PM-2.5
LST Threshold 750 162 4 3
Max On-Site Emissions 7 2 1 1
LSTs were compared to the maximum daily construction activities. Emissions are below the LST construction thresholds. LST impacts are less-than-significant.
OPERATIONAL IMPACTS
Because a detention basin is a passive structure requiring negligible long-term access, there are no operational air quality impacts associated with the proposed project. There should be a requirement for periodic desilting or vegetation removal, but the frequency and intensity of such actions is purely conjectural. There are no operational emissions associated with the project.
ODORS
The proposed detention pond is designed to not have a significant pool of water remaining after a storm event. Periodic cleaning of both vegetation and trash will ensure no smells arise because of rotting vegetation or other organic material.
CONSTRUCTION EMISSIONS MINIMIZATION
Construction activities are not anticipated to cause dust emissions to exceed SCAQMD CEQA thresholds. Nevertheless, emissions minimization through enhanced dust control measures is Calimesa Creek AQ
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recommended for use because of the non-attainment status of the air and proximity of residential uses. Recommended measures include:
Fugitive Dust Control
• Apply soil stabilizers or moisten inactive areas.
• Water exposed surfaces as needed to avoid visible dust leaving the construction site (typically 2-3 times/day).
• Cover all stock piles with tarps at the end of each day or as needed. • Provide water spray during loading and unloading of earthen materials. • Minimize in-out traffic from construction zone
• Cover all trucks hauling dirt, sand, or loose material and require all trucks to maintain at least two feet of freeboard
• Sweep streets daily if visible soil material is carried out from the construction site Similarly, ozone precursor emissions (ROG and NOx) are calculated to be below SCAQMD CEQA thresholds. However, because of the regional non-attainment for photochemical smog, the use of reasonably available control measures for diesel exhaust is recommended. Combustion emissions control options include:
Exhaust Emissions Control
• Utilize well-tuned off-road construction equipment.
• Establish a preference for contractors using Tier 3 or better rated heavy equipment. • Enforce 5-minute idling limits for both on-road trucks and off-road equipment.
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GREENHOUSE GAS EMISSIONS
“Greenhouse gases” (so called because of their role in trapping heat near the surface of the earth) emitted by human activity are implicated in global climate change, commonly referred to as “global warming.” These greenhouse gases contribute to an increase in the temperature of the earth’s atmosphere by transparency to short wavelength visible sunlight, but near opacity to outgoing terrestrial long wavelength heat radiation in some parts of the infrared spectrum. The principal greenhouse gases (GHGs) are carbon dioxide, methane, nitrous oxide, ozone, and water vapor. For purposes of planning and regulation, Section 15364.5 of the California Code of Regulations defines GHGs to include carbon dioxide, methane, nitrous oxide, hydrofluorocarbons, perfluorocarbons and sulfur hexafluoride. Fossil fuel consumption in the transportation sector (onroad motor vehicles, off-highway mobile sources, and aircraft) is the single largest source of GHG emissions, accounting for approximately half of GHG emissions globally. Industrial and commercial sources are the second largest contributors of GHG emissions with about one-fourth of total emissions.
California has passed several bills and the Governor has signed at least three executive orders regarding greenhouse gases. GHG statues and executive orders (EO) include AB 32, SB 1368, EO S-03-05, EO S-20-06 and EO S-01-07.
AB 32 is one of the most significant pieces of environmental legislation that California has adopted. Among other things, it is designed to maintain California’s reputation as a “national and international leader on energy conservation and environmental stewardship.” It will have wideranging effects on California businesses and lifestyles as well as far reaching effects on other states and countries. A unique aspect of AB 32, beyond its broad and wide-ranging mandatory provisions and dramatic GHG reductions are the short time frames within which it must be implemented.
Major components of the AB 32 include:
• Require the monitoring and reporting of GHG emissions beginning with sources or categories of sources that contribute the most to statewide emissions. • Requires immediate “early action” control programs on the most readily controlled GHG sources.
• Mandates that by 2020, California’s GHG emissions be reduced to 1990 levels. • Forces an overall reduction of GHG gases in California by 25-40%, from business as usual, to be achieved by 2020.
• Must complement efforts to achieve and maintain federal and state ambient air quality standards and to reduce toxic air contaminants.
Statewide, the framework for developing the implementing regulations for AB 32 is under way.
Maximum GHG reductions are expected to derive from increased vehicle fuel efficiency, from greater use of renewable energy and from increased structural energy efficiency. Additionally, through the California Climate Action Registry (CCAR now called the Climate Action Reserve), general and industry-specific protocols for assessing and reporting GHG emissions have been Calimesa Creek AQ
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developed. GHG sources are categorized into direct sources (i.e. company owned) and indirect sources (i.e. not company owned). Direct sources include combustion emissions from on-and offroad mobile sources, and fugitive emissions. Indirect sources include off-site electricity generation and non-company owned mobile sources.
THRESHOLDS OF SIGNIFICANCE
In response to the requirements of SB97, the State Resources Agency developed guidelines for the treatment of GHG emissions under CEQA. These new guidelines became state laws as part of Title 14 of the California Code of Regulations in March, 2010. The CEQA Appendix G guidelines were modified to include GHG as a required analysis element. A project would have a potentially significant impact if it:
• Generates GHG emissions, directly or indirectly, that may have a significant impact on the environment, or,
• Conflicts with an applicable plan, policy or regulation adopted to reduce GHG emissions.
Section 15064.4 of the Code specifies how significance of GHG emissions is to be evaluated. The process is broken down into quantification of project-related GHG emissions, making a determination of significance, and specification of any appropriate mitigation if impacts are found to be potentially significant. At each of these steps, the new GHG guidelines afford the lead agency with substantial flexibility.
Emissions identification may be quantitative, qualitative or based on performance standards.
CEQA guidelines allow the lead agency to “select the model or methodology it considers most appropriate.” The most common practice for transportation/combustion GHG emissions quantification is to use a computer model such as CalEEMod, as was used in the ensuing analysis.
The significance of those emissions then must be evaluated; the selection of a threshold of significance must take into consideration what level of GHG emissions would be cumulatively considerable. The guidelines are clear that they do not support a zero net emissions threshold. If the lead agency does not have sufficient expertise in evaluating GHG impacts, it may rely on thresholds adopted by an agency with greater expertise.
On December 5, 2008 the SCAQMD Governing Board adopted an Interim quantitative GHG Significance Threshold for industrial projects where the SCAQMD is the lead agency (e.g., stationary source permit projects, rules, plans, etc.) of 10,000 Metric Tons (MT) CO2 equivalent/year. In September 2010, the SCAQMD CEQA Significance Thresholds GHG Working Group released revisions which recommended a threshold of 3,000 MT CO2e for all land use projects. This 3,000 MT/year recommendation has been used as a guideline for this analysis.
In the absence of an adopted numerical threshold of significance, project related GHG emissions in excess of the guideline level are presumed to trigger a requirement for enhanced GHG reduction at the project level.
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PROJECT RELATED GHG EMISSIONS GENERATION
Construction Activity GHG Emissions
The project is assumed to require less than one year for construction. During project construction, the CalEEMod2020.4.0 computer model predicts that the construction activities will generate the annual CO2e emissions identified in Table 9.
Table 9
Construction Emissions (Metric Tons CO2e)
Year 2022 CO2e
Detention Basin 304.3
Storm Drain 78.6
Tie-Ins 15.6
Diversion Structures 28.9
Total 427.4
Amortized 14.2
CalEEMod Output provided in appendix
SCAQMD GHG emissions policy from construction activities is to amortize emissions over a 30- year lifetime. The amortized level is provided. GHG impacts from construction are considered less-than-significant.
CONSISTENCY WITH GHG PLANS, PROGRAMS AND POLICIES
The City of Calimesa prepared a Climate Action Plan in September 2014. The purpose was to integrate local planning efforts to reduce GHG emissions and improve the quality of life in the community. The Western Riverside Energy Leader Partnership (WRELP) Program builds upon the existing policies and programs in the region to analyze energy-sector emissions and propose energy conservation and renewable energy measures that reduce GHG emissions within Energy Action Plans for 11 jurisdictions served by SCE. The WRELP partners include Calimesa. The City of Yucaipa has not yet completed a finalized Greenhouse Gas Reduction Plan. The applicable GHG planning document is AB-32.
No recommendations or action items would apply to the proposed storm water project. Except for construction impacts there are no associated operational emissions. Therefore, since the project results in GHG emissions below the SCAQMD 3,000 ton threshold, the project would not conflict with any applicable plan, policy, or regulation to reduce GHG emissions.
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CALEEMOD2020.4.0 COMPUTER MODEL OUTPUT
DETENTION BASIN
• DAILY EMISISONS
• ANNUAL EMISSIONS
STORM DRAIN
• DAILY EMISISONS
• ANNUAL EMISSIONS
DIVERTION STRUCTURE
• DAILY EMISISONS
• ANNUAL EMISSIONS
TIE-INS
• DAILY EMISISONS
• ANNUAL EMISSIONS
APPENDIX B
Biology and Aquatic Resources
Calimesa Creek Stage III Project
Aquatics Resources Delineation Report
Prepared for:
TKE Engineering Inc.
2305 Chicago Avenue
Riverside, California 92507
Contact: Steve Ledbetter, PE
Prepared by:
3544 University Avenue
Encinitas, California 92501
Contact: Megan Enright
NOVEMBER 2020
Printed on 30% post-consumer recycled material.
12200
i November 2020
Table of Contents
SECTION PAGE NO.
ITEM 1: REQUEST FOR A JURISDICTIONAL DETERMINATION ................................................................................. 1 ITEM 2: CONTACT INFORMATION .......................................................................................................................... 1 ITEM 3: SITE ACCESS ........................................................................................................................................... 1 ITEM 4: DIRECTIONS TO THE PROJECT SITE .......................................................................................................... 1 ITEM 5: JURISDICTIONAL DELINEATION METHODS................................................................................................ 2 ITEM 6: AQUATIC RESOURCES NARRATIVE............................................................................................................ 2 ITEM 7: DELINEATION MAPS................................................................................................................................. 2 ITEM 8: DATES OF FIELD WORK ........................................................................................................................... 2 ITEM 9: TABLE OF AQUATIC RESOURCES .............................................................................................................. 3 ITEM 10: REVIEW AREA DESCRIPTION .................................................................................................................. 3 ITEM 11: HYDROLOGY .......................................................................................................................................... 4 ITEM 12: REMOTE SENSING ................................................................................................................................. 4 ITEM 13: SOILS .................................................................................................................................................... 4 ITEM 14: SITE LOCATION MAPS ............................................................................................................................ 4 ITEM 15: AQUATIC FEATURES SPREADSHEET ....................................................................................................... 4 ITEM 16: DELINEATION MAPS .............................................................................................................................. 4 ITEM 17: PHOTOGRAPHS ..................................................................................................................................... 4 ITEM 18: DATA FORMS ......................................................................................................................................... 5 ITEM 19: METHODS ............................................................................................................................................. 5 ITEM 20: DIGITAL DATA ........................................................................................................................................ 5 REFERENCES CITED ............................................................................................................................................. 5
AQUATICS RESOURCES DELINEATION REPORT FOR THE CALIMESA CREEK STAGE III PROJECT 12200
ii November 2020
APPENDICES
A
B
C
D
E
F
ACOE Regulatory Program Approved Jurisdictional Determination Form (Interim) Navigable Waters Protection Rule
Figures
Wetland Determination Data Forms and Ordinary High Water Mark Forms California Department of Fish and Wildlife and Regional Water Quality Control Board Jurisdictional Resources WETS Table
Representative Photographs
TABLES
1 Schedule of the Jurisdictional Delineation Conducted for the Calimesa Creek Stage III Project..............................3 2 U.S. Army Corps of Engineers – Jurisdictional Aquatic Resource Summary ....................................................3 3 Soils within the Calimesa Creek Stage III Project Review Area.........................................................................4
AQUATICS RESOURCES DELINEATION REPORT FOR THE CALIMESA CREEK STAGE III PROJECT 12200
1 November 2020
This Aquatic Resources Delineation Report is being provided to the U.S. Army Corps of Engineers (ACOE) in accordance with the Minimum Standards for Acceptance of Aquatic Resources Delineation Reports (ACOE 2016).
This report and supporting appendices provide the 20 items listed in the Minimum Standards for Acceptance of Aquatic Resources Delineation Reports (ACOE 2016).
Item 1: Request for a Jurisdictional Determination
Appendix A contains the ACOE Regulatory Program Approved Jurisdictional Determination Form (Interim) Navigable Waters Protection Rule (July 2020).
Item 2: Contact Information
Applicant City of Calimesa Agent Dudek
Contact Name Kelly Lucia,
Planning Director
Contact Name Megan Enright
Address 908 Park Avenue
Calimesa, California 92320
Address 605 Third Street
Encinitas, California 92024
Phone 909.809.8778 Phone 760.420.7833
Fax NA Fax NA
Email [email protected] Email [email protected] Item 3: Site Access
The project applicant or agent will accompany ACOE staff to the Calimesa Creek Stage III Project (project) if site visits are deemed necessary.
Item 4: Directions to the Project Site
The 28.2-acre review area is located south of County Line Road, east of Interstate 10, and west of 3rd Street in the City of Calimesa in Riverside County (Figure 1; Figures included in Appendix B). The review area is within U.S.
Geological Survey 7.5-minute Yucaipa quadrangle map, Sections 11, 12, 13, and 14 of Township 2 South, Range 2 West (Figure 2 of Appendix B). The review area consists of two discontinuous polygons separated by approximately 1,640 feet. The approximate center of the western polygon of the review area is longitude 117°03ʹ35″W and latitude 33°00ʹ14″N, and the approximate center of the of the eastern polygon of the review area is longitude 117°02ʹ56″W and latitude 33°00ʹ12″N.
To drive to the western polygon of the review area, take Interstate 10, exit on County Line Road, and head east.
Take Calimesa Boulevard and head south. Calimesa Creek is approximately 150 feet south of the intersection of County Line Road and Calimesa Boulevard on Calimesa Boulevard. The downstream portion of the western polygon of the review area starts approximately 380 feet west of Calimesa Boulevard. The remainder of the western polygon is approximately 135 feet west of the intersection of Calimesa Creek and 5th Street. To drive to the eastern polygon of the review area, head east on County Line Road from its intersection with Calimesa Boulevard. The eastern polygon of the review area is approximately 2,000 feet east of the intersection of 5th Street and County Line Road.
AQUATICS RESOURCES DELINEATION REPORT FOR THE CALIMESA CREEK STAGE III PROJECT 12200
2 November 2020
Item 5: Jurisdictional Delineation Methods
The ACOE wetlands delineation was performed in accordance with the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual (ACOE 1987), the Regional Supplement to the Corps of Engineers Wetland Delineation Manual:
Arid West Region (ACOE 2008a), A Field Guide to the Identification of the Ordinary High Water Mark (OHWM) in the Arid West Region of the Western United States: A Delineation Manual (ACOE 2008b), and guidance provided by ACOE and the U.S. Environmental Protection Agency on the geographic extent of jurisdiction based on the U.S.
Supreme Court’s interpretation of the Clean Water Act (ACOE and EPA 2008).
Item 6: Aquatic Resources Narrative
The review area contains one ephemeral drainage (Calimesa Creek). Calimesa Creek conveys water that connects to Temescal Canyon Wash approximately 7 miles downstream, which ultimately flows to the Santa Ana River. Within the review area, the drainage includes a concrete-lined trapezoidal channel containing Calimesa Creek. The downstream portion of Calimesa Creek, west of 5th Street, includes a sandy bottom earthen-lined channel that is subject to frequent scouring associated with annual storm events. While the unvegetated channel within the review area was composed primarily of bare ground and a sandy substrate, a low percent cover of plant species was observed in the review area and include sacred thorn-apple (Datura wrightii) and bromes (Bromus spp.).There are approximately 0.89 acres of ephemeral drainage within the review area identified in Figure 3 of Appendix B. This 0.89 acres of ephemeral drainage is not ACOE-jurisdictional because it is a (b)(3) non-jurisdictional waters per Title 33, Part 328.3 of the Code of Federal Regulations.
Wetland determination data forms were completed at one sampling point (WPD-1) to determine the status of three wetland criteria (vegetation, soils, and hydrology) within representative potential jurisdictional aquatic resources within the review area. Four OHWM datasheets (ODP-1 through ODP-4) were recorded at potential non-wetland waters within the review area to determine the status of OHWM indicators within those features. Wetland determination data forms and OHWM datasheets are included as Appendix C, Wetland Determination Data Forms and Ordinary High Water Mark Forms.
Waters of the State
See Appendix D for a discussion of area under the jurisdiction of the California Department of Fish and Wildlife and Regional Water Quality Control Board.
Item 7: Delineation Maps
All maps of delineated aquatic resources are provided in Appendix B.
Item 8: Dates of Field Work
On September 20, 2019, Dudek Biologist Britney Strittmater conducted a jurisdictional delineation for the review area was (Table 1).
AQUATICS RESOURCES DELINEATION REPORT FOR THE CALIMESA CREEK STAGE III PROJECT 12200
3 November 2020
Table 1. Schedule of the Jurisdictional Delineation Conducted for the Calimesa Creek Stage III Project Date Hours Personnel Conditions
September 20, 2019 9:45 a.m. to
2:45 p.m.
Britney Strittmater no cloud cover; wind speeds from 1 to 3 mph; temperatures ranging from 65°F to 79°F
Item 9: Table of Aquatic Resources
Table 2 includes a description of each non-jurisdictional ephemeral waters identified within the review area, its Cowardin type, any OHWM indicators present, the location, and the acreage/linear feet.
Table 2. U.S. Army Corps of Engineers – Jurisdictional Aquatic Resource Summary Feature
Name
Linear
Feet Acreage Latitude Longitude OHMW Indicators Cowardin NWW1a 314 0.12 34° 00’ 13" N 117° 03’ 46" W • Changes in vegetation
cover
• Change in
average
sediment
texture
• Change in
vegetation
species
R4SBC/
NWW1b 1,033 0.36 34° 00’ 13" N 117° 03’ 36" W Riverine
NWW1c 716 0.27 34° 00’ 15" N 117° 03’ 26" W
NWW1d 84 0.03 34° 00’ 13" N 117° 03’ 22" W • Changes in vegetation
cover
NWW1e 917 0.12 34° 00’ 9 " N 117° 02’ 57" W
Total 3,035 0.89 — — — —
Notes: OHWM = ordinary high water mark.
Totals may not sum due to rounding.
Item 10: Review Area Description
The review area is characterized as a mix of residential and commercial development, and vacant lots. One ephemeral drainage feature (Calimesa Creek) bisects the review area east to west. Based on aerial imagery (Google Earth 2019), vacant lots have been frequently disced, as recently as December 2018. This is presumed to be for weed abatement and fire prevention. Elevations range from approximately 2,380 to 2,500 feet above mean sea level. A mix of developed and undeveloped lands (i.e., vacant lots) to the north, south, east, and west surrounds the review area.
A WETS table is provided in Appendix E for the Yucaipa Station, 4.1 SE. There was climatological data available for June, July, and September 2019. However, there was no data available for August 2019 (NRCS and NWCC 2019).
AQUATICS RESOURCES DELINEATION REPORT FOR THE CALIMESA CREEK STAGE III PROJECT 12200
4 November 2020
Item 11: Hydrology
The review area is located within the Santa Ana Hydrologic Unit, San Timoteo Hydrologic Area, and South Mesa Hydrologic Subarea (HSA 801.67). The review area contains one ephemeral drainage (Calimesa Creek). Calimesa Creek conveys water that connects to Temescal Canyon Wash, which has surface connection ultimately flowing to the Santa Ana River (Figure 4 of Appendix B).
Item 12: Remote Sensing
No remote sensing was used for this aquatics resources delineation.
Item 13: Soils
Soil types within the project area are shown on Figure 5 of Appendix B and in Table 3. There are no hydric soils within the review area (USDA 2019).
Table 3. Soils within the Calimesa Creek Stage III Project Review Area Soil Code Soil Name Hydric Rating Acreage
RaB2 Ramona sandy loam, 2%–5 % slopes, eroded Not Hydric 16.3 ReC2 Ramona very fine sandy loam, 0%–8% slopes, eroded Not Hydric 1.2 RmC Ramona Sandy Loam, 2%–9% slopes Not Hydric 7.2
SmF2 San Timoteo loam, 25%–50% slopes, eroded Not Hydric 3.5 Total 28.3
Sources: USDA 2019.
Note: Totals may not sum due to rounding.
Item 14: Site Location Maps
All maps are provided in Appendix B.
Item 15: Aquatic Features Spreadsheet
A copy of the ORM Bulk Upload Aquatic Resources or Consolidated Excel spreadsheet is not submitted with this report because Table 2 provides the information requested and there is only one feature.
Item 16: Delineation Maps
All maps are provided in Appendix B.
Item 17: Photographs
Photos of the project site are provided in Appendix F, and the photo point locations are on Figure 3 of Appendix B.
AQUATICS RESOURCES DELINEATION REPORT FOR THE CALIMESA CREEK STAGE III PROJECT 12200
5 November 2020
Item 18: Data Forms
Wetland determination data forms and OHWM datasheets along with a summary table are provided in Appendix C.
Item 19: Methods
Jurisdictional boundaries were mapped in the field using a Trimble GeoXT GPS with submeter accuracy and aerial imagery from Digital Globe dated 2018. Following the field work, Ms. Strittmater digitized the aquatic resources using ArcGIS and project-specific, 1-foot contour topography.
Additionally, the delineation defined areas under the jurisdiction of California Department of Fish and Wildlife, pursuant to Sections 1600–1603 of the California Fish and Game Code, and the Regional Water Quality Control Board, pursuant to Clean Water Act Section 401 and the Porter-Cologne Water Quality Control Act. See Appendix D for additional detail regarding California Department of Fish and Wildlife and Regional Water Quality Control Board jurisdictional areas.
Item 20: Digital Data
Geographic information system (GIS) data of the review area and non-jurisdictional ephemeral drainage are located on a CD in Appendix G.
References Cited
ACOE (U.S. Army Corps of Engineers). 1987. Corps of Engineers Wetlands Delineation Manual. Online ed.
Environmental Laboratory, Wetlands Research Program Technical Report Y-87-1. Vicksburg, Mississippi:
U.S. Army Engineer Waterways Experiment Station. January 1987. http://www.cpe.rutgers.edu/ Wetlands/1987-Army-Corps-Wetlands-Delineation-Manual.pdf.
ACOE. 2008a. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Arid West Region (Version 2.0). Environmental Laboratory, ERDC/EL TR-08-28. Vicksburg, Mississippi: U.S. Army Engineer Research and Development Center. September 2008.
https://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/
stelprdb1046489.pdf.
ACOE. 2008b. A Field Guide to the Identification of the Ordinary High Water Mark (OHWM) in the Arid West Region of the Western United States: A Delineation Manual. ERDC/CRREL TR-08-12. Prepared by R.W.
Lichvar and S.M. McColley. Hanover, New Hampshire: U.S. Army Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory. August 2008. https://apps.dtic.mil/dtic/ tr/fulltext/u2/a486603.pdf.
ACOE. 2016. Minimum Standards for Acceptance of Aquatic Resources Delineation Reports. https://www.spk.usace.army.mil/Portals/12/documents/regulatory/jd/minimumstandards/Minimum_Standards_for_Delineation_with_Template-final.pdf
AQUATICS RESOURCES DELINEATION REPORT FOR THE CALIMESA CREEK STAGE III PROJECT 12200
6 November 2020
ACOE and EPA (U.S. Environmental Protection Agency). 2008. Clean Water Act Jurisdiction Following the U.S.
Supreme Court’s Decision in Rapanos v. United States & Carabell v. United States. December 2, 2008. https://www.epa.gov/sites/production/files/2016-02/documents/cwa_jurisdiction_following_ rapanos120208.pdf.
Google Earth. 2019. Aerial photograph. 1:200 scale.
NRCS and NWCC (Natural Resources Conservation Services and National Water and Climate Center). 2019.
Navigating to Climate Data and Products from the FOTG County Locator. Data downloaded: Climatological data for June, July, and September 2019. Accessed October 15, 2019. https://www.wcc.nrcs.usda.gov/ climate/navigate_wets.htm.
USDA (U.S. Department of Agriculture). 2019. Web Soil Survey. Accessed October 2019. https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm.
Appendix A
ACOE Regulatory Program Approved Jurisdictional
Determination Form (Interim) Navigable Waters
Protection Rule
U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
I. ADMINISTRATIVE INFORMATION
Completion Date of Approved Jurisdictional Determination (AJD): Select.
ORM Number: (e.g. HQS-2020-00001-MSW).
Associated JDs: N/A or ORM numbers and identifiers (e.g. HQS-2020-00001-MSW-MITSITE).
Review Area Location1: State/Territory: CA City: Calimesa County/Parish/Borough: Riverside Center Coordinates of Review Area: Latitude 34.00359665 Longitude 117.0626693 II. FINDINGS
A. Summary: Check all that apply. At least one box from the following list MUST be selected. Complete the corresponding sections/tables and summarize data sources. ☐ The review area is comprised entirely of dry land (i.e., there are no waters or water features, including wetlands, of any kind in the entire review area). Rationale: N/A or describe rationale. ☐ There are “navigable waters of the United States” within Rivers and Harbors Act jurisdiction within the review area (complete table in Section II.B).
☐ There are “waters of the United States” within Clean Water Act jurisdiction within the review area (complete appropriate tables in Section II.C).
☒ There are waters or water features excluded from Clean Water Act jurisdiction within the review area (complete table in Section II.D).
B. Rivers and Harbors Act of 1899 Section 10 (§ 10)2
§ 10 Name § 10 Size § 10 Criteria Rationale for § 10 Determination N/A. N/A. N/A N/A. N/A.
C. Clean Water Act Section 404
Territorial Seas and Traditional Navigable Waters ((a)(1) waters):
3 (a)(1) Name (a)(1) Size (a)(1) Criteria Rationale for (a)(1) Determination N/A. N/A. N/A. N/A. N/A.
Tributaries ((a)(2) waters):
(a)(2) Name (a)(2) Size (a)(2) Criteria Rationale for (a)(2) Determination N/A. N/A. N/A. N/A. N/A.
Lakes and ponds, and impoundments of jurisdictional waters ((a)(3) waters):
(a)(3) Name (a)(3) Size (a)(3) Criteria Rationale for (a)(3) Determination N/A. N/A. N/A. N/A. N/A.
Adjacent wetlands ((a)(4) waters):
(a)(4) Name (a)(4) Size (a)(4) Criteria Rationale for (a)(4) Determination N/A. N/A. N/A. N/A. N/A.
1 Map(s)/figure(s) are attached to the AJD provided to the requestor. 2 If the navigable water is not subject to the ebb and flow of the tide or included on the District’s list of Rivers and Harbors Act Section 10 navigable waters list, do NOT use this document to make the determination. The District must continue to follow the procedure outlined in 33 CFR part 329.14 to make a Rivers and Harbors Act Section 10 navigability determination. 3 A stand-alone TNW determination is completed independently of a request for an AJD. A stand-alone TNW determination is conducted for a specific segment of river or stream or other type of waterbody, such as a lake, where upstream or downstream limits or lake borders are established. A standalone TNW determination should be completed following applicable guidance and should NOT be documented on the AJD Form.
U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
D. Excluded Waters or Features
Excluded waters ((b)(1) – (b)(12)):4
Exclusion Name Exclusion Size Exclusion5 Rationale for Exclusion Determination NWW1a 0.12 acre(s) (b)(3) Ephemeral
feature, including
an ephemeral
stream, swale,
gully, rill, or pool.
This is an ephemeral portion of Calimesa Creek
NWW1b 0.36 acre(s) (b)(3) Ephemeral
feature, including
an ephemeral
stream, swale,
gully, rill, or pool.
This is an ephemeral portion of Calimesa Creek
NWW1c 0.27 acre(s) (b)(3) Ephemeral
feature, including
an ephemeral
stream, swale,
gully, rill, or pool.
This is an ephemeral portion of Calimesa Creek
NWW1d 0.03 acre(s) (b)(3) Ephemeral
feature, including
an ephemeral
stream, swale,
gully, rill, or pool.
This is an ephemeral portion of Calimesa Creek
NWW1e 0.12 acre(s) (b)(3) Ephemeral
feature, including
an ephemeral
stream, swale,
gully, rill, or pool.
This is an ephemeral portion of Calimesa Creek
III. SUPPORTING INFORMATION
A. Select/enter all resources that were used to aid in this determination and attach data/maps to this document and/or references/citations in the administrative record, as appropriate. ☒ Information submitted by, or on behalf of, the applicant/consultant: Calimesa Creek Stage III Project Aquatics Resources Delineation Report (Dudek 2020)
This information is sufficient for purposes of this AJD.
Rationale: N/A
☐ Data sheets prepared by the Corps: Title(s) and/or date(s). ☒ Photographs: Other: Appendix F of the Aquatics Resources Delineation Report (Dudek 2020) ☐ Corps site visit(s) conducted on: Date(s).
☐ Previous Jurisdictional Determinations (AJDs or PJDs): ORM Number(s) and date(s). ☐ Antecedent Precipitation Tool: provide detailed discussion in Section III.B. ☐ USDA NRCS Soil Survey: Title(s) and/or date(s).
☒ USFWS NWI maps: Appendix B, Figure 4 of the Aquatics Resources Delineation Report (Dudek 2020) 4 Some excluded waters, such as (b)(2) and (b)(4), may not be specifically identified on the AJD form unless a requestor specifically asks a Corps district to do so. Corps districts may, in case-by-case instances, choose to identify some or all of these waters within the review area. 5 Because of the broad nature of the (b)(1) exclusion and in an effort to collect data on specific types of waters that would be covered by the (b)(1) exclusion, four sub-categories of (b)(1) exclusions were administratively created for the purposes of the AJD Form. These four sub-categories are not new exclusions, but are simply administrative distinctions and remain (b)(1) exclusions as defined by the NWPR.
U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
☒ USGS topographic maps: Appendix B, Figure 2 of the Aquatics Resources Delineation Report (Dudek 2020)
Other data sources used to aid in this determination:
Data Source
(select)
Name and/or date and other relevant information
USGS Sources National Hydrography Data Set. GIS data downloaded January 2020 from https://viewer.nationalmap.gov/basic/?basemap=b1&category=nhd&title=NHD%20View USDA Sources USDA (U.S. Department of Agriculture). 2019. Web Soil Survey. Accessed October 2019. https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm NOAA Sources N/A.
USACE Sources N/A.
State/Local/Tribal
Sources
N/A.
Other Sources Dudek. 2020. Calimesa Creek Stage III Project Aquatics Resources Delineation Report. November 2020.
Google Earth. 2019. Aerial photograph. 1:200 scale.
B. Typical year assessment(s): N/A
C. Additional comments to support AJD: N/A
Appendix B
Figures
Vicinity Map
Calimesa Creek Project - Calimesa, California - 10/16/2019 USGS National Map 2019, Yucaipa Quadrangle
Township 2S Range 2W Sections 11-14
NAD83 California Zone VI US Foot
Date: 10/16/2019 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\JD Report\Figure 1 Vicinty.mxd 0 0.75 1.5
n Miles
Review Area
FIGURE 1
1 inch = 1.5 miles
USGS Topo Map
Calimesa Creek Project - Calimesa, California - 10/16/2019 USGS 7.5-Minute Series Yucaipa Quadrangle
Township 2S Range 2W Sections 11-14
NAD83 California Zone VI US Foot
Date: 10/16/2019 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\JD Report\Figure 2 USGS Topo.mxd 0 1,000 2,000
n Feet
Review Area
FIGURE 2
1 inch = 2,000 feet
!(
!(
!(
!(
!(
!(
!(
!(
!(
!( !( !(
!(
!(
!( !(
!(
!(
!(!(
!(
!( !(
!(
!
PP13
PP14
PP15
PP16
PP17
PP18
PP19
PP20
PP21
PP22 PP PP23 24
PP25
PP26
PP27
PP28
PP29
PP30
PP31 PP32
COUNTY LINE RD
5T
H
S
T
PA
R
K
AVE
CALIMESA
BLVD
AVEN
UE B
AVENUE K
AVENUE K
ERWIN ST
NWW1d ODP 2
ODP 3
ODP 4 6'
6'
8'
6'
7' 10'
12'
10'
13'
13'
19'
23'
24'
26 26' '
27' 32'
NWW1a NWW 47' 1b NWW1c
34° 0' 15.388" N, 117° 3' 34.107" W
WDP 1
Aquatic Resource Delineation Map
Calimesa Creek Project - Calimesa, California - 10/30/2020 DigitalGlobe 2018
NAD83 California Zone VI US Foot
Date: 10/30/2020 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\JD Report\Figure 3a Delineation.mxd 0 125 250 n Feet
Review Area
Ephemeral Drainage (NNW)
Transects
!( Wetland Data Form Point (WDP)
!( OHWM Data Sheet Point (ODP)
!( Photo Points (PP)
FIGURE 3a
1 inch = 250 feet
!(
!(
!(
!(
!(
!(
!(
!(
!( !(
!( !( !(
!
!
PP1
PP2
PP3
PP4
PP5
PP6
PP7
PP8
PP9 PP10
PP11
PP12
COUNTY LINE RD
EL SERENE LN
CLIN
G
WAY
4T
H
S
T
ROGERS CT
3R
D
S
T
FLORDASON DR
TURNER LN
ODP 1 5'
NWW1e
34° 0' 9.495" N, 117° 2' 59.631" W
Aquatic Resource Delineation Map
Calimesa Creek Project - Calimesa, California - 10/30/2020 DigitalGlobe 2018
NAD83 California Zone VI US Foot
Date: 10/30/2020 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\JD Report\Figure 3b Delineation.mxd 0 125 250 n Feet
Review Area
Ephemeral Drainage (NNW)
Transects
!( OHWM Data Sheet Point (ODP)
!( Photo Points (PP)
FIGURE 3b
1 inch = 250 feet
Santa Ana River
HU, San Timoteo
HA, Yucaipa HSA
Santa Ana River
HU, San Timoteo
HA, Oak Glen HSA
Santa Ana River
HU, San Timoteo
HA, South Mesa HSA
Santa Ana River HU,
San Timoteo HA,
Chicken Hill HSA
Santa Ana River
HU, San Timoteo
HA, Beaumont HSA
Santa Ana River HU,
San Timoteo HA,
Cherry Valley HSA
National Wetlands Inventory and Hydrologic Unit Map
Calimesa Creek Project - Calimesa, California - 10/17/2019 USGS National Map 2019; USFWS Nation Wetlands Inventory USGS National Hydrography Dataset; CA Dept of Water Resources NAD83 California Zone VI US Foot
Date: 10/17/2019 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\JD Report\Figure 4 NWI.mxd 0 0.225 0.45 n Miles
Review Area
Watershed (HUC 10)
Hydrologic Units
NWI Wetlands
Freshwater Pond
Riverine
FIGURE 4
1 inch = 0.38 miles
Project Site
!(^
Upper Santa
Ana River
San
Timoteo
Wash
RaB2
SmF2
ReC2
RmC
RmD
RmE2
RaB2 RmC
NRCS Soils Map
Calimesa Creek Project - Calimesa, California - 10/17/2019 USGS National Map 2019
USGS NRCS
NAD83 California Zone VI US Foot
Date: 10/17/2019 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\JD Report\Figure 5 Soils.mxd 0 250 500 n Feet
Review Area
Soils
RaB2 - Ramona sandy loam, 2 to 5 percent slopes, eroded ReC2 - Ramona very fine sandy loam, 0 to 8 percent slopes, eroded RmC - Ramona sandy loam, 2 to 9 percent slopes
RmD - Ramona sandy loam, 9 to 15 percent slopes
RmE2 - Ramona sandy loam, 15 to 30 percent slopes, eroded SmF2 - San Timoteo loam, 25 to 50 percent slopes, eroded FIGURE 5
1 inch = 500 feet
1.07 acres
0.03 acres
0.12 acres 1.95 acres
0.37 acres
COUNTY LINE RD
5TH ST
PARK AVE
CALIMESA BLVD
AVENUE B
AVENUE K
AVENUE K
ERWIN ST
CDFW-Jurisdictional Resources
Calimesa Creek Project - Calimesa, California - 10/18/2019 DigitalGlobe 2018
NAD83 California Zone VI US Foot
Date: 10/18/2019 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\JD Report\Figure E-1a CDFW-Jurisditional Resources.mxd 0 125 250
n Feet
Review Area
CDFW Jurisdictional Streams
Non-Riparian Streambed
Riparian
FIGURE E-1a
1 inch = 250 feet
0.35 acres
COUNTY LINE RD
EL SERENE LN
CLING WAY
4TH ST
ROGERS CT
3RD ST
FLORDASON DR
TURNER LN
CDFW-Jurisdictional Resources
Calimesa Creek Project - Calimesa, California - 10/18/2019 DigitalGlobe 2018
NAD83 California Zone VI US Foot
Date: 10/18/2019 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\JD Report\Figure E-1b CDFW-Jurisditional Resources.mxd 0 125 250 n Feet
Review Area
CDFW Jurisdictional Streams
Non-Riparian Streambed
FIGURE E-1b
1 inch = 250 feet
C
O
U
N
T
Y
L
I
N
E
R
D
5TH ST
PARK AVE
CALIMESA BLVD
AVENUE B
AV
E
N
U
E
K
AV
E
N
U
E
K
ERWINST
RWQCB-JurisdictionalResources
CalimesaCreekProject-Calimesa,California-11/4/2020
DigitalGlobe2018
NAD83CaliforniaZoneVIUSFoot
Date: 11/4/2020 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\JD Report\Figure E-2a RWQCB-Jurisditional Resources.mxd 0125250
n
Feet
ReviewArea
RWQCB-JurisdictionalWatersoftheState
StreamChannel
Non-RiparianStreambed
Riparian
FIGUREE-2a
1inch=250feet
COUNTY LINE RD
EL SERENE LN
CLIN
G
WAY
4T
H
S
T
ROGERS CT
3R
D
S
T
FLORDASON DR
TURNER LN
RWQCB-Jurisdictional Resources
Calimesa Creek Project - Calimesa, California - 11/4/2020 DigitalGlobe 2018
NAD83 California Zone VI US Foot
Date: 11/4/2020 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\JD Report\Figure E-2b RWQCB-Jurisditional Resources.mxd 0 125 250 n Feet
Review Area
RWQCB-Jurisdictional Waters of the State
Stream Channel
Non-Riparian Streambed
FIGURE E-2b
1 inch = 250 feet
Appendix C
Wetland Determination Data Forms and
Ordinary High Water Mark Forms
US Army Corps of Engineers
Arid West - Version 11-1-2006
WETLAND DETERMINATION DATA FORM - Arid West Region
Project/Site: City/County: Sampling Date:
Applicant/Owner: State: Sampling Point:
Investigator(s): Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%):
Subregion (LRR): Lat: Long: Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Hydric Soil Present? Yes No
Wetland Hydrology Present? Yes No
Is the Sampled Area
within a Wetland? Yes No
Remarks:
VEGETATION
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
Prevalence Index is 3.01
Morphological Adaptations1 (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation1 (Explain)
1 Indicators of hydric soil and wetland hydrology must
be present.
Absolute Dominant Indicator
Tree Stratum (Use scientific names.) % Cover Species? Status
1. 2.
3. 4.
Sapling/Shrub Stratum
1. 2.
3. 4.
5. Total Cover:
Herb Stratum
1. 2.
3. 4.
5. 6.
7. 8.
Total Cover:
Woody Vine Stratum
1. 2.
Total Cover:
% Bare Ground in Herb Stratum % Cover of Biotic Crust
Hydrophytic
Vegetation
Present? Yes No
Remarks:
Dominance Test is >50%
Total Cover: % %
%
%
%
%%
Calimesa Creek III Calimesa/Riverside 09/20/19
WPD-1
B. Strittmater
terrace convex 0
CA
C - Mediterranean California WGS 1984
Ramona Sandy Loam, 2% to 5% slopes Riverine
1 1
100.0
50 6
3 Data station taken within streambed terrace
Yes
No
No
5 No
1 3
50 Hirschfeldia incana
Datura wrightii
Xanthium strumarium
Arundo donax
59 FACW
FAC
UPL
UPL
30 59 139
30 0
9 100
0 2.36
Arid West - Version 11-1-2006
SOIL Sampling Point:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 1 Type: C=Concentration, D=Depletion, RM=Reduced Matrix. 2 Location: PL=Pore Lining, RC=Root Channel, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils4 :
Histosol (A1) Sandy Redox (S5) 1 cm Muck (A9) (LRR C)
Histic Epipedon (A2) Stripped Matrix (S6) 2 cm Muck (A10) (LRR B) Black Histic (A3) Loamy Mucky Mineral (F1) Reduced Vertic (F18) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Red Parent Material (TF2) Stratified Layers (A5) (LRR C) Depleted Matrix (F3) Other (Explain in Remarks) 1 cm Muck (A9) (LRR D) Redox Dark Surface (F6)
Depleted Below Dark Surface (A11) Depleted Dark Surface (F7) Thick Dark Surface (A12) Redox Depressions (F8)
Sandy Mucky Mineral (S1) Vernal Pools (F9) 4
Indicators of hydrophytic vegetation and
Sandy Gleyed Matrix (S4) wetland hydrology must be present.
Restrictive Layer (if present):
Type:
Depth (inches): Hydric Soil Present? Yes No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (2 or more required) Primary Indicators (any one indicator is sufficient) Water Marks (B1) (Riverine) Surface Water (A1) Salt Crust (B11) Sediment Deposits (B2) (Riverine) High Water Table (A2) Biotic Crust (B12) Drift Deposits (B3) (Riverine) Saturation (A3) Aquatic Invertebrates (B13) Drainage Patterns (B10) Water Marks (B1) (Nonriverine) Hydrogen Sulfide Odor (C1) Dry-Season Water Table (C2) Sediment Deposits (B2) (Nonriverine) Oxidized Rhizospheres along Living Roots (C3) Thin Muck Surface (C7) Drift Deposits (B3) (Nonriverine) Presence of Reduced Iron (C4) Crayfish Burrows (C8) Surface Soil Cracks (B6) Recent Iron Reduction in Plowed Soils (C6) Saturation Visible on Aerial Imagery (C9) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Shallow Aquitard (D3) Water-Stained Leaves (B9) FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No Depth (inches):
Water Table Present? Yes No Depth (inches):
Saturation Present? Yes No Depth (inches):
(includes capillary fringe) Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers
Soil Textures: Clay, Silty Clay, Sandy Clay, Loam, Sandy Clay Loam, Sandy Loam, Clay Loam, Silty Clay Loam, Silt Loam, Silt, Loamy Sand, Sand. 3 3 WPD-1
0-10" 2.5Y 3/3 100 Sandy Loam
Pit collapses at ~4" due to sandy soils
ODP-1
ODP-1
ODP-1
ODP-1
ODP-2
ODP-2
ODP-2
ODP-2
ODP-3
ODP-3
ODP-3
ODP-3
ODP-4
ODP-4
ODP-4
ODP-4
Appendix D
California Department of Fish and Wildlife and Regional Water Quality Control Board Jurisdictional Resources
APPENDIX D
CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE AND REGIONAL WATER QUALITY CONTROL BOARD
JURISDICTIONAL RESOURCES
12200
D-1 October 2019
Methods
Dudek Biologist Britney Strittmater conducted a delineation of jurisdictional waters of the United States and state within the review area on September 20, 2019. Table 1 summarizes the site conditions and timing of the survey.
An aquatics resources delineation report was prepared for the review area and waters of the United States, including wetlands, that are under the jurisdiction of the U.S. Army Corps of Engineers (ACOE) are addressed in the Calimesa Creek Stage III Project Aquatics Resources Delineation Report (Dudek 2019). Maps are included in Appendix B of the Calimesa Creek Stage III Project Aquatics Resources Delineation Report (Dudek 2019), including the project location (Figure 1), U.S. Geological Survey topographic map (Figure 2), National Wetland Inventory, Hydrological Unit, and National Hydrography Data (Figure 4), and soils map (Figure 5).
Table 1. Schedule of the Jurisdictional Delineation Conducted for the Calimesa Creek Stage III Project Date Hours Personnel Conditions
September 20,
2019
9:45 a.m. to 2:45
p.m.
Britney Strittmater no cloud cover; wind speeds from 1 to 3 mph; and temperatures ranging from 65°F to 79°F
Jurisdictional boundaries were mapped in the field using a Trimble GeoXT GPS with submeter accuracy and aerial imagery from Digital Globe dated 2018. Following the field work, Britney Strittmater digitized the resources using ArcGIS and project-specific 1-foot contour topography.
The jurisdiction-specific methods used to delineate California Department of Fish and Wildlife (CDFW) and Regional Water Quality Control Board (RWQCB) jurisdiction are described below.
CDFW Jurisdiction Methods
The delineation defined areas under the jurisdiction of the CDFW pursuant to Sections 1600–1603 of the California Fish and Game Code. A predominance of hydrophytic vegetation, where associated with a stream channel, was used to determine CDFW-regulated riparian areas. Streambeds under the jurisdiction of CDFW were delineated using the Cowardin method of waters classification, which defines waters boundaries by a single parameter (i.e., hydric soils, hydrophytic vegetation, or hydrology).
RWQCB Jurisdiction Methods
Areas regulated by the RWQCB are generally coincident with the ACOE, but can also include the adjacent riparian zone. Therefore, for this project, the RWQCB jurisdiction and CDFW jurisdiction are coincident.
APPENDIX D
CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE AND REGIONAL WATER QUALITY CONTROL BOARD
JURISDICTIONAL RESOURCES
12200
D-2 October 2019
Results
There are 3.1 acres of RWQCB- and CDFW-jurisdictional resources in the review area along Calimesa Creek (Table 2). Of that 3.1 acres, 2.7 acres are non-riparian streambed and 0.4 acres are riparian. Within the non-riparian areas, there is unvegetated channel and non-hydrophytic vegetation. Within the riparian areas, there is Fremont cottonwood. Figures E-1a and Figure E-1b show the CDFW-jurisdictional areas. Figures E-2a and Figure E-2b show the RWQCB-jurisdictional areas. Each vegetation community is described below.
Table 2. California Department of Fish and Wildlife and Regional Water Quality Control Board Jurisdictional Resources
Resources Type Vegetation Community Grand Total
Non-Riparian Streambed Eucalyptus/Tree of Heaven/Black Locust Groves
1.6 Unvegetated Channel 1.1
Non-Riparian Streambed Total 2.7
Riparian Fremont cottonwood (Populus fremontii)
Alliance
0.4 Riparian Total 0.4
Grand Total 3.1
Notes: CDFW = California Department of Fish and Wildlife; RWQCB = Regional Water Quality Control Board.
Eucalyptus/Tree of Heaven/Black Locust Groves Semi-Natural Stands The eucalyptus/tree of heaven/black locust grove semi-natural stand is dominated by eucalyptus (Eucalyptus spp.), tree of heaven (Ailanthus altissima), or black locust (Robinia pseudoacacia) in the tree canopy, forming an open-to-continuous tree layer less than 60 meters tall with a sparse to intermittent shrub and herbaceous layer (Sawyer et al 2009).
Within the review area, this semi-natural stand occurs along the banks of Calimesa Creek within the western portion of the review area and is co-dominated by tree of heaven and black locust with a few scattered eucalyptus trees present. Scattered giant reed (Arundo donax), mule fat (Baccharis salicifolia), coast live oak (Quercus agrifolia), and Fremont cottonwood (Populus fremontii) were present, but were not dominant. This area contained a moderate amount of trash, debris, and litter resulting from homeless encampments and adjacent residential and commercial developments.
Fremont Cottonwood Forest Alliance
Fremont cottonwood forest alliance is dominated or co-dominated by Fremont cottonwood with a continuous to open tree canopy less than 25 meters tall. The shrub layer is intermittent to open and the herbaceous layer is variable (Sawyer et al. 2009). This community is found rivers, streams, lower canyons, alluvial fans, and valleys with a subsurface water supply that varies throughout the year (Sawyer et al. 2009).
Fremont cottonwood forest occurs along the downstream banks of Calimesa Creek within the western portion of the study area. This vegetation community contains greater than 5% absolute cover of Fremont cottonwood warranting a community; however, this community does include a high cover of tree of heaven. Scattered emergent
APPENDIX D
CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE AND REGIONAL WATER QUALITY CONTROL BOARD
JURISDICTIONAL RESOURCES
12200
D-3 October 2019
coast live oaks and eucalyptus are present at lower covers. The understory is sparse and includes non-native grasses, including brome species (Bromus spp.).
Unvegetated Channel
Within the review area, unvegetated channel includes a concrete-lined trapezoidal channel containing Calimesa Creek. The downstream portion of Calimesa Creek, west of 5th Street, includes a sandy bottom earthen-lined channel that is subject to frequent scouring associated with annual storm events. While the unvegetated channel within the review area was composed primarily of bare ground and a sandy substrate, a low percent cover of plant species were observed in the review area within this land cover type include sacred thorn-apple (Datura wrightii), and bromes (Bromus spp.).
APPENDIX D
CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE AND REGIONAL WATER QUALITY CONTROL BOARD
JURISDICTIONAL RESOURCES
12200
D-4 October 2019
INTENTIONALLY LEFT BLANK
Appendix E
WETS Table
ĂƚĞ DĂdždĞŵƉĞƌĂƚƵƌĞ DŝŶdĞŵƉĞƌĂƚƵƌĞ ǀŐdĞŵƉĞƌĂƚƵƌĞ 'ĂƐĞϰϬ 'ĂƐĞϱϬ WƌĞĐŝƉŝƚĂƚŝŽŶ ^ŶŽǁĨĂůů ^ŶŽǁĞƉƚŚ ϮϬϭϵͲϬϲͲϬϭ D D D D D D DDϮϬϭϵͲϬϲͲϬϮ D D D D D D DDϮϬϭϵͲϬϲͲϬϯ D D D D D D DDϮϬϭϵͲϬϲͲϬϰ D D D D D D DDϮϬϭϵͲϬϲͲϬϱ D D D D D D DDϮϬϭϵͲϬϲͲϬϲ D D D D D D DDϮϬϭϵͲϬϲͲϬϳ D D D D D D DDϮϬϭϵͲϬϲͲϬϴ D D D D D D DDϮϬϭϵͲϬϲͲϬϵ D D D D D D DDϮϬϭϵͲϬϲͲϭϬ D D D D D D DDϮϬϭϵͲϬϲͲϭϭ D D D D D D DDϮϬϭϵͲϬϲͲϭϮ D D D D D D DDϮϬϭϵͲϬϲͲϭϯ D D D D D D DDϮϬϭϵͲϬϲͲϭϰ D D D D D D DDϮϬϭϵͲϬϲͲϭϱ D D D D D D DDϮϬϭϵͲϬϲͲϭϲ D D D D D D DDϮϬϭϵͲϬϲͲϭϳ D D D D D D DDϮϬϭϵͲϬϲͲϭϴ D D D D D D DDϮϬϭϵͲϬϲͲϭϵ D D D D D D DDϮϬϭϵͲϬϲͲϮϬ D D D D D D DDϮϬϭϵͲϬϲͲϮϭ D D D D D Ϭ͘Ϭϱ D DϮϬϭϵͲϬϲͲϮϮ D D D D D Ϭ͘ϬϮ D DϮϬϭϵͲϬϲͲϮϯ D D D D D D DDϮϬϭϵͲϬϲͲϮϰ D D D D D D DDϮϬϭϵͲϬϲͲϮϱ D D D D D D DDϮϬϭϵͲϬϲͲϮϲ D D D D D D DDϮϬϭϵͲϬϲͲϮϳ D D D D D D DDϮϬϭϵͲϬϲͲϮϴ D D D D D D DDϮϬϭϵͲϬϲͲϮϵ D D D D D D DDϮϬϭϵͲϬϲͲϯϬ D D D D D D DDǀĞƌĂŐĞͮ^Ƶŵ D D D D D Ϭ͘Ϭϳ D D zƵĐĂŝƉĂ^ƚĂƚŝŽŶ͕ϰ͘ϭ^
;ŶŽƚĞ͗ƵŐƵƐƚϮϬϭϵĚĂƚĂǁĂƐŶŽƚĂǀĂŝůĂďůĞĨŽƌƚŚŝƐƐƚĂƚŝŽŶͿ ĂƚĞ DĂdždĞŵƉĞƌĂƚƵƌĞ DŝŶdĞŵƉĞƌĂƚƵƌĞ ǀŐdĞŵƉĞƌĂƚƵƌĞ 'ĂƐĞϰϬ 'ĂƐĞϱϬ WƌĞĐŝƉŝƚĂƚŝŽŶ ^ŶŽǁĨĂůů ^ŶŽǁĞƉƚŚ ϮϬϭϵͲϬϳͲϬϭ D D D D D D DDϮϬϭϵͲϬϳͲϬϮ D D D D D D DDϮϬϭϵͲϬϳͲϬϯ D D D D D D DDϮϬϭϵͲϬϳͲϬϰ D D D D D D DDϮϬϭϵͲϬϳͲϬϱ D D D D D D DDϮϬϭϵͲϬϳͲϬϲ D D D D D D DDϮϬϭϵͲϬϳͲϬϳ D D D D D D DDϮϬϭϵͲϬϳͲϬϴ D D D D D D DDϮϬϭϵͲϬϳͲϬϵ D D D D D D DDϮϬϭϵͲϬϳͲϭϬ D D D D D D DDϮϬϭϵͲϬϳͲϭϭ D D D D D D DDϮϬϭϵͲϬϳͲϭϮ D D D D D D DDϮϬϭϵͲϬϳͲϭϯ D D D D D D DDϮϬϭϵͲϬϳͲϭϰ D D D D D D DDϮϬϭϵͲϬϳͲϭϱ D D D D D D DDϮϬϭϵͲϬϳͲϭϲ D D D D D D DDϮϬϭϵͲϬϳͲϭϳ D D D D D D DDϮϬϭϵͲϬϳͲϭϴ D D D D D D DDϮϬϭϵͲϬϳͲϭϵ D D D D D D DDϮϬϭϵͲϬϳͲϮϬ D D D D D D DDϮϬϭϵͲϬϳͲϮϭ D D D D D D DDϮϬϭϵͲϬϳͲϮϮ D D D D D D DDϮϬϭϵͲϬϳͲϮϯ D D D D D d D DϮϬϭϵͲϬϳͲϮϰ D D D D D Ϭ͘Ϯϯ D DϮϬϭϵͲϬϳͲϮϱ D D D D D D DDϮϬϭϵͲϬϳͲϮϲ D D D D D D DDϮϬϭϵͲϬϳͲϮϳ D D D D D D DDϮϬϭϵͲϬϳͲϮϴ D D D D D D DDϮϬϭϵͲϬϳͲϮϵ D D D D D D DDϮϬϭϵͲϬϳͲϯϬ D D D D D D DDϮϬϭϵͲϬϳͲϯϭ D D D D D D DDǀĞƌĂŐĞͮ^Ƶŵ D D D D D Ϭ͘Ϯϯ D D ĂƚĞ DĂdždĞŵƉĞƌĂƚƵƌĞ DŝŶdĞŵƉĞƌĂƚƵƌĞ ǀŐdĞŵƉĞƌĂƚƵƌĞ 'ĂƐĞϰϬ 'ĂƐĞϱϬ WƌĞĐŝƉŝƚĂƚŝŽŶ ^ŶŽǁĨĂůů ^ŶŽǁĞƉƚŚ ϮϬϭϵͲϬϵͲϬϭ D D D D D D DDϮϬϭϵͲϬϵͲϬϮ D D D D D D DDϮϬϭϵͲϬϵͲϬϯ D D D D D D DDϮϬϭϵͲϬϵͲϬϰ D D D D D D DDϮϬϭϵͲϬϵͲϬϱ D D D D D D DDϮϬϭϵͲϬϵͲϬϲ D D D D D D DDϮϬϭϵͲϬϵͲϬϳ D D D D D D DDϮϬϭϵͲϬϵͲϬϴ D D D D D D DDϮϬϭϵͲϬϵͲϬϵ D D D D D D DDϮϬϭϵͲϬϵͲϭϬ D D D D D D DDϮϬϭϵͲϬϵͲϭϭ D D D D D D DDϮϬϭϵͲϬϵͲϭϮ D D D D D D DDϮϬϭϵͲϬϵͲϭϯ D D D D D D DDϮϬϭϵͲϬϵͲϭϰ D D D D D D DDϮϬϭϵͲϬϵͲϭϱ D D D D D D DDϮϬϭϵͲϬϵͲϭϲ D D D D D D DDϮϬϭϵͲϬϵͲϭϳ D D D D D D DDϮϬϭϵͲϬϵͲϭϴ D D D D D D DDϮϬϭϵͲϬϵͲϭϵ D D D D D D DDϮϬϭϵͲϬϵͲϮϬ D D D D D D DDϮϬϭϵͲϬϵͲϮϭ D D D D D D DDϮϬϭϵͲϬϵͲϮϮ D D D D D D DDϮϬϭϵͲϬϵͲϮϯ D D D D D D DDϮϬϭϵͲϬϵͲϮϰ D D D D D D DDϮϬϭϵͲϬϵͲϮϱ D D D D D D DDϮϬϭϵͲϬϵͲϮϲ D D D D D Ϭ͘Ϭϭ D DϮϬϭϵͲϬϵͲϮϳ D D D D D Ϭ͘ϭϯ D DϮϬϭϵͲϬϵͲϮϴ D D D D D D DDϮϬϭϵͲϬϵͲϮϵ D D D D D D DDϮϬϭϵͲϬϵͲϯϬ D D D D D D DDǀĞƌĂŐĞͮ^Ƶŵ D D D D D Ϭ͘ϭϰ D D
Appendix F
Representative Photographs
APPENDIX F
REPRESENTATIVE PHOTOS
12200
F-1 November 2020
PP-1: Downstream, west-facing view of trapezoidal
channel near OWHM data point (ODP)-1
PP-2: Upstream, east-facing view of trapezoidal
channel
PP-3: Upstream, east-facing view of trapezoidal
channel
PP-4: Downstream, west-facing view of trapezoidal
channel
APPENDIX F
REPRESENTATIVE PHOTOS
12200
F-2 November 2020
PP-5: Upstream, east-facing of non-wetland waters of
the United States
PP-5: Downstream, west-facing view of non-wetlands
waters of the United States
PP-6: South-facing view of non-wetlands waters of the
United States
PP-7: Upstream, east-facing of non-wetland waters of
the United States
APPENDIX F
REPRESENTATIVE PHOTOS
12200
F-3 November 2020
PP-8: Downstream, west-facing view of non-wetlands
waters of the United States
PP-9: Downstream, west-facing view of non-wetlands
waters of the United States
PP-10: Upstream, east-facing of non-wetland waters of
the United States
PP-11: Upstream, east-facing of non-wetland waters
of the United States
APPENDIX F
REPRESENTATIVE PHOTOS
12200
F-4 November 2020
PP-11: Downstream, west-facing view of non-wetlands
waters of the United States near ODP-2
PP-12: Upstream, east-facing of non-wetland waters
of the United States near WDP-1
PP-13: South-facing of non-wetland waters of the
United States near ODP-3
PP-14: Upstream, east-facing of non-wetland waters
of the United States
APPENDIX F
REPRESENTATIVE PHOTOS
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F-5 November 2020
PP-15: North-facing view of non-wetlands waters of
the United States near ODP-4
PP-16: Downstream, west-facing view of non-wetlands
waters of the United States
PP-17: Downstream, west-facing view of nonwetlands waters of the United States
APPENDIX F
REPRESENTATIVE PHOTOS
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F-6 November 2020
INTENTIONALLY LEFT BLANK
12200
1 October 2019
October 18, 2019 12200
Mr. Steve Ledbetter, P.E.
TKE Engineering Inc.
2305 Chicago Avenue
Riverside, California 92507
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III Project, City of Calimesa, Riverside County, California Dear Mr. Ledbetter:
This biological resources habitat assessment and Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) consistency analysis letter report describes the existing biological conditions of the proposed Calimesa Creek Stage III Project (project) site. The proposed project is analyzed in the context of the California Environmental Quality Act (CEQA) and the MSHCP. This report is intended to describe the existing conditions of the project site and the existing conditions within 500 feet of the project site where access was granted, which is referred to in this report as the study area. This report also describes the general biological reconnaissance survey methods and results, special-status biological resources present or potentially present on site, and potential constraints to development that may be posed by biological resources on the project site. This report also provides an MSHCP consistency assessment including the following requirements of the MSHCP (relevant MSHCP sections are identified in parentheses):
Riparian/riverine, vernal pool, and fairy shrimp requirements (Section 6.1.2) Urban/wildlife interface guidelines (Section 6.1.4)
The proposed project design is in the process of being finalized; therefore, this report does not analyze potential impacts to special-status biological resources in the context of CEQA or the MSHCP. An impacts analysis will be added to this report once the project design has been finalized. 1 Introduction
1.1 Project Location and Description
The 18.5-acre project site is located south of County Line Road, east of Interstate 10 (I-10) and west of 3rd Street, in the City of Calimesa in Riverside County (Figure 1, Project Location; figures can be found in Attachment A, Figures). The project site occurs within U.S. Geological Survey (USGS) 7.5-minute Yucaipa quadrangle map, Sections 11, 12, 13, and 14 of Township 2 South, Range 2 West. The approximate center of the property is at longitude 117°03ʹ19.83″W and latitude 33°00ʹ11.94″N.
The proposed project is considered a continuation of the Calimesa Channel “Stage I” and Stage II” projects completed by the Riverside County Flood Control and Water Conservation District. The proposed project is a component of a storm drain system that will provide 100-year flood protection to existing developments along Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
2 October 2019
County Line Road and would consist of a detention basin and a storm drain system for the Calimesa Channel watershed upstream from the existing storm drain system at I-10 Freeway. The proposed project will provide the following benefits: (1) reduce peak 100-year flow rate to downstream facilities; (2) reduce storm drain infrastructure cost; (3) eliminate flooding at Park Avenue and Calimesa Boulevard; (4) alleviate flooding along the County Line Road and I-10 Freeway underpass; and (5) provide flood protection for the Fire Station, City Hall, and City of Calimesa proposed Downtown Business District.
1.2 Applicable Regulations
This section outlines the federal, state, and local regulations pertinent to the biological resources located in the proposed project area.
1.2.1 Federal
Federal Endangered Species Act
The federal Endangered Species Act (FESA) of 1973 (16 USC 1531 et seq.), as amended, is administered by the U.S. Fish and Wildlife Service (USFWS), the National Oceanic and Atmospheric Administration, and National Marine Fisheries Service. This legislation is intended to provide a means to conserve the ecosystems upon which endangered and threatened species depend, and to provide programs for the conservation of those species, thus preventing extinction of plants and wildlife. Under provisions of FESA Section 9(a)(1)(B), it is unlawful to “take” any listed species. “Take” is defined in FESA Section 3(19) as, “harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct.” Migratory Bird Treaty Act
The Migratory Bird Treaty Act prohibits the take of any migratory bird or any part, nest, or eggs of any such bird. In 2017, the Department of Interior Deputy Solicitor’s Opinion M-37050 stated that the Migratory Bird Treaty Act applies to “affirmative actions” that have “take” as their purpose. Projects may not “take” migratory birds if the action’s intent is to take or kill a migratory bird. Under the Migratory Bird Treaty Act, “take” is defined as pursuing, hunting, shooting, capturing, collecting, or killing, or attempting to do so (16 USC 703 et seq.). Additionally, Executive Order 13186, “Responsibilities of Federal Agencies to Protect Migratory Birds,” requires that any project with federal involvement address impacts of federal actions on migratory birds with the purpose of promoting conservation of migratory bird populations (66 FR 3853–3856). Nests are considered “active” if they currently support viable eggs, chicks, or young that are dependent on the nest and have not been abandoned by the parents.
1.2.2 State
California Endangered Species Act
The California Department of Fish and Wildlife (CDFW) administers the California Endangered Species Act (CESA) (California Fish and Game Code, Section 2050 et seq.), which prohibits the “take” of plant and animal species designated by the Fish and Game Commission as endangered or threatened in the State of California. Under CESA Section 86, “take” is defined as “hunt, pursue, catch, capture, or kill, or attempt to hunt, pursue, catch, capture, or kill.” CESA Section 2053 stipulates that state agencies may not approve projects that will “jeopardize the continued Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
3 October 2019
existence of any endangered species or threatened species or result in the destruction or adverse modification of habitat essential to the continued existence of those species, if there are reasonable and prudent alternatives available consistent with conserving the species or its habitat which would prevent jeopardy.” CESA Sections 2080 through 2085 address the taking of threatened, endangered, or candidate species by stating, “No person shall import into this state, export out of this state, or take, possess, purchase, or sell within this state, any species, or any part or product thereof, that the Commission determines to be an endangered species or a threatened species, or attempt any of those acts, except as otherwise provided in this chapter, the Native Plant Protection Act (Fish and Game Code, Sections 1900–1913), or the California Desert Native Plants Act (Food and Agricultural Code, Section 80001).”
Fish and Game Code Section 2081(b) and (c) authorizes take of endangered, threatened, or candidate species if take is incidental to otherwise lawful activity and if specific criteria are met. These provisions also require CDFW to coordinate consultations with USFWS for actions involving federally listed species that are also state-listed species.
In certain circumstances, CESA Section 2080.1 allows CDFW to adopt a federal incidental take statement, or a 10(a) permit as its own, based on its findings that the federal permit adequately protects the species and is consistent with state law. A Section 2081(b) permit may not authorize the take of “fully protected” species and “specified birds” (California Fish and Game Code, Sections 3505, 3511, 4700, 5050, 5515, and 5517). If a project is planned in an area where a fully protected species or a specified bird occurs, an applicant must design the project to avoid take.
Fish and Game Code
Pursuant to Fish and Game Code Section 3503.5, it is unlawful to take, possess, or destroy any birds of prey; or to take, possess, or destroy any nest or eggs of such birds. Birds of prey refer to species in the orders Falconiformes and Strigiformes. Nests of all other birds (except English sparrow [house sparrow; Passer domesticus] and European starling [Sturnus vulgaris]) are protected under Fish and Game Code Sections 3503 and 3513.
According to Fish and Game Code Sections 3511 and 4700, which regulate birds and mammals, respectively, a “fully protected” species may not be taken or possessed without a permit from the Fish and Game Commission, and “incidental takes” of these species are not authorized.
1.2.3 Local
City of Calimesa Municipal Code
Chapter 18.80, Tree Preservation, of the City of Calimesa Municipal Code, sets forth the policy of the City to regulate the cutting, pruning, removal, relocation, or replacement of oak trees unless reasonable and conforming use of the property justifies the removal, cutting, pruning, and/or encroachment into the protected zone of an oak tree, heritage tree, or protected stand of oak trees.
Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
4 October 2019
3 Methods
For this biological resources letter report, “special-status” species are those that are (1) listed, proposed for listing, or candidates for listing as threatened or endangered under FESA; (2) listed or candidates for listing as threatened or endangered under CESA; (3) a state fully protected species; (4) a CDFW Species of Special Concern; (5) a species listed on the California Native Plant Society’s Inventory of Rare and Endangered Plants with a California Rare Plant Rank of 1B or 2B; or (6) an MSHCP covered species not adequately conserved and species for which the MSHCP has additional surveys requirements for the project site. Special-status vegetation communities are those identified as high priority for inventory in the Natural Communities List (CDFW 2018) by a state rarity ranking of S1, S2, or S3 or identified as a protected resource by the City’s Municipal Code.
3.1 Literature Review
Special-status biological resources present or potentially present on the study area were identified through a literature search using the following sources: USFWS’s Critical Habitat and Occurrence Data (USFWS 2019a); CDFW’s California Natural Diversity Database (CDFW 2019b); the California Native Plant Society’s online Inventory of Rare and Endangered Plants (CNPS 2019); the Calflora database, which compiles observation and plant data from both private and public institutions, including the Consortium of California herbaria (Calflora 2019); a Natural Resources Conservation Service soil map (USDA 2019a); the USGS 7.5-minute topographic quadrangle (USGS 2019); U.S. Environmental Protection Agency Watershed Assessment, Tracking & Environmental Results System (EPA 2019), which includes the National Hydrography Dataset; and the National Wetland Inventory (USFWS 2019b).
Searches were completed for the following USGSy quadrangles (which include the quadrangle within which the study area is located and the eight surrounding quadrangles): Harrison Mountain, Keller Peak, Big Bear Lake, Redlands, Yucaipa, Forest Falls, Sunnymead, El Casco, and Beaumont.
Additionally, previous reports prepared for the study area were reviewed including the Draft Biological Resources Letter Report (CALIFAUNA 2013) and Biological Field Report/Follow-Up (Froke 2016).
3.2 Field Reconnaissance
Dudek Biologist Britney Strittmater conducted a general biological survey of the study area on September 20, 2019, from 9:45 a.m. to 2:45 p.m. Private properties within the study area were surveyed visually with binoculars from the project site boundary or public roads. The survey was conducted when weather conditions were favorable, with no cloud cover, wind speeds from 1 to 3 miles per hour, and temperatures ranging from 65°F to 79°F. All native and naturalized plant species encountered within the study area were identified and recorded. The potential for special-status plant and wildlife species to occur within the study area was evaluated based on the vegetation communities, soils present, and surrounding features. Vegetation communities and land covers on site were mapped directly in the field onto a 200-foot-scale (1 foot = 200 feet) aerial photograph-based field map of the study area. A formal jurisdictional delineation was conducted on September 20, 2019. The methodology and results are provided under a separate cover; therefore, they are not further discussed within this report.
Latin and common names for plant species with a California Rare Plant Rank follow the California Native Plant Society’s Inventory of Rare and Endangered Plants (CNPS 2019). For plant species without a California Rare Plant Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
5 October 2019
Rank, Latin names follow the Jepson Interchange List of Currently Accepted Names of Native and Naturalized Plants of California (Jepson Flora Project 2019), and common names follow the U.S. Department of Agriculture’s Natural Resources Conservation Service Plants Database (USDA 2019b). Natural vegetation communities were mapped in the field using the Vegetation Alliances of Western Riverside County (Klein and Evens 2006). Land cover types (i.e., areas that lack vegetation communities) were described in accordance with Draft Vegetation Communities of San Diego County (Oberbauer et al. 2008). Latin and common names of animals follow Crother (2012) for reptiles and amphibians, the American Ornithologists’ Union (AOU 2018) for birds, Wilson and Reeder (2005) for mammals, the North American Butterfly Association (NABA 2016) for butterflies, and Moyle (2002) for fish.
Geographic information system (GIS) analysts digitized the mapped biological resources from field maps to create the baseline biological conditions.
3.3 Survey Limitations
Access was not available within the 500-foot buffer from the project site because some of the properties are private and access was not granted. The 500-buffer was surveyed visually using binoculars. Therefore, vegetation mapping and habitat assessments were conducted from the project site or other public roads, in addition to being complimented with the use of aerial signatures of vegetation communities occurring within the study area.
The reconnaissance survey was conducted during the late summer/early fall season, which resulted in detection and identification of most perennial plant species that may potentially occur in the area. Due to the timing of the surveys, spring and summer annual and cryptic perennials may not have been detectable. Conditions were suitable for detection of most wildlife species (i.e., no cloud cover, 65°F–79°F temperatures, and light winds). However, timing of the survey limited the observations of neotropical breeding birds. 4 Results
4.1 Site Description
The study area is characterized as a mix of residential and commercial development, and vacant lots. The majority of the study area has been developed for over 50 years and the non-developed areas have been substantially disturbed by mowing and tilling (Google Earth 2019; NETRonline 2019). Based on aerial imagery (Google Earth 2019), vacant lots have been frequently disced, as recently as December 2018. This is presumed to be for weed abatement and fire prevention. One ephemeral drainage feature (Calimesa Creek) bisects the study area east to west. Elevations range from approximately 2,380 to 2,500 feet above mean sea level. A mix of developed and undeveloped lands (i.e., vacant lots) to the north, south, east, and west surrounds the study area. Representative photographs of the project site are included in Attachment B, Site Photographs.
Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
6 October 2019
4.2 Soils
Four soil types are mapped within the study area: Ramona sandy loam (2% to 5% slopes; eroded); Ramona sandy loam (2% to 9% slopes); Ramona very fine sandy loam (0% to 8% slopes; eroded), and San Timoteo (25% to 50% slopes; eroded) (USDA 2019a). The spatial distribution of these soils is depicted in Figure 2, Soils. Ramona Series consists of well-drained soils formed in alluvium derived mostly from granitic and related rock sources. These soils typically occur on terraces and fans (USDA 2019b). This soil series occurs in the northern, eastern, and southern portions of the study area. San Timoteo Series consists of moderately deep, well to somewhat excessively drained soils formed in material weathered from shale, sandstone, and calcified weathered granite. These soils typically occur on upland slopes (USDA 2019b). This soil series occurs in the western portion of the study area in between the Ramona Series.
4.3 Vegetation Communities and Land Covers
Two vegetation communities and three non-natural land cover types were documented within the study area:
eucalyptus/tree of heaven/black locust groves, Fremont cottonwood, disturbed habitat, non-vegetated channel or floodway, and urban/developed. Figure 3, Biological Resources, illustrates the distribution of vegetation communities and land covers, and Table 1 provides a summary of each vegetation community and land cover’s extent within the study area.
Table 1. Vegetation Communities and Land Covers within the Study Area Vegetation Community/Land Cover Acreage
Vegetation Communities
Eucalyptus/Tree of Heaven/Black Locust Groves Semi-Natural Stand 2.38 Fremont Cottonwood Forest Association1 0.37
Non-Natural Land Covers
Disturbed Habitat 21.33
Non-vegetated Channel or Floodway1 1.36
Urban/Developed 118.56
Total2 144.02
Notes:
1 Considered special status by CDFW (CDFW 2018), MSHCP (County of Riverside 2003), or are riparian habitats. 2 Acreage may not total due to rounding.
4.3.1 Eucalyptus/Tree of Heaven/Black Locust Groves Semi-Natural Stands The eucalyptus/tree of heaven/black locust grove semi-natural stand is dominated by eucalyptus (Eucalyptus spp.), tree of heaven (Ailanthus altissima), or black locust (Robinia pseudoacacia) in the tree canopy, forming an open-to-continuous tree layer less than 60 meters tall with a sparse to intermittent shrub and herbaceous layer (Sawyer et al 2009).
Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
7 October 2019
Within the study area, this semi-natural stand occurs along the banks of Calimesa Creek within the western portion of the study area and is co-dominated by tree of heaven and black locust with a few scattered eucalyptus trees present. Scattered giant reed (Arundo donax), mulefat (Baccharis salicifolia), coast live oak (Quercus agrifolia), and Fremont cottonwood (Populus fremontii) were present, but did not create a continuous canopy or high enough cover to warrant their own community. This community contained a moderate amount of trash, debris, and litter resulting from homeless encampments and adjacent residential and commercial developments.
The eucalyptus/tree of heaven/black locust grove semi-natural stand does not have a rank in CDFW (2018); therefore, this semi-natural stand is not considered special status under CEQA.
4.3.2 Fremont Cottonwood Forest Association
Fremont cottonwood forest association is dominated or co-dominated by Fremont cottonwood with a continuous to open tree canopy less than 25 meters tall. The shrub layer is intermittent to open, and the herbaceous layer is variable (Sawyer et al. 2009). This community is found rivers, streams, lower canyons, alluvial fans and valleys with a subsurface water supply that various throughout the year (Sawyer et al. 2009).
Fremont cottonwood forest occurs along the downstream banks of Calimesa Creek within the western portion of the study area. This vegetation community contains greater than 5% absolute cover of Fremont cottonwood warranting a community; however, this community does include a high cover of tree of heaven. Scattered emergent coast live oaks and eucalyptus are present at lower covers. The understory is sparse and includes non-native grasses including brome species (Bromus spp.).
The Fremont cottonwood forest alliance is ranked by CDFW (2018) as a G3S3 alliance. This ranking indicates that globally and within California the alliance is considered vulnerable and at moderate risk (and is also considered rare and of high priority); therefore, it is considered special status under CEQA. All Fremont cottonwood associations are listed as a high priority for inventory (CDFW 2018) and are considered special status under CEQA.
4.3.3 Disturbed Habitat
The classification of disturbed habitat is due to the predominance of bare ground, non-native plant species, and other disturbance-tolerant plant species. Oberbauer et al. (2008) describes disturbed habitat as areas that have been physically disturbed by previous human activity and are no longer recognizable as a native or naturalized vegetation association, but that continue to retain a soil substrate. Typically, vegetation, if present, is nearly exclusively composed of non-native annual plant species.
Within the study area, disturbed land includes vacant lots that contain a mix of non-native and ruderal species including dove weed (Croton setiger), prickly Russian thistle (Salsola tragus), and common sunflower (Helianthus annuus).
Disturbed habitat is not recognized by CDFW (2018); therefore, this non-natural land cover is not considered special status under CEQA.
Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
8 October 2019
4.3.4 Non-Vegetated Floodplain or Channel
Oberbauer et al. (2008) describes non-vegetated floodplain or channel as waterways or flood channels that are unvegetated on a relatively permanent basis that contain sandy, gravelly, or rocky substrates. Vegetation may be present, but is typically less than 10% total cover (Oberbauer et al. 2008).
Within the study area, non-vegetated floodplain or channel encompasses Calimesa Creek. The upstream portion of Calimesa Creek, east of 5th Street, includes a concrete-lined trapezoidal channel. The downstream portion of Calimesa Creek, west of 5th Street, includes a sandy bottom earthen-lined channel that is subject to frequent scouring associated with annual storm events. While the non-vegetated floodplain or channel within the study area was composed primarily of bare ground and a sandy substrate, a low cover of plant species observed in the study area within this land cover type include sacred thorn-apple (Datura wrightii), and bromes.
Non-vegetated floodplain or channel is not recognized by CDFW (2018); however, non-vegetated floodplain or channel may be jurisdictional by the U.S. Army Corps of Engineers pursuant to Section 404 of the Clean Water Act, Regional Water Quality Control Board pursuant to Section 401 of the Clean Water Act or Porter Cologne Act, CDFW pursuant to Section 1602 of the California Fish and Game Code, or considered a special-status resource under the MSHCP. Thus, non-vegetated floodplain or channel may be afforded protection under CEQA.
4.3.5 Urban/Developed
Urban/developed is defined by Oberbauer et al. (2008) as areas that have been constructed on or disturbed so severely that native vegetation is no longer supported. Urban/developed lands includes areas with permanent or semi-permanent structures, pavement or hardscape, landscaped areas, and areas with a large amount of debris or other materials.
Urban/developed land takes the form of residential and commercial development with landscaped ornamentals present, and paved roads.
Urban/Developed is not recognized by CDFW (2018); therefore, this non-natural land cover is not considered special status under CEQA.
4.4 Floral Diversity
A total of 34 species of native or naturalized plants, 13 native (38%) and 21 non-native (62%), were recorded within the study area. This relatively low plant diversity reflects the study area location in an urbanized area and the timing of the site visit, which was conducted in late summer/early fall, which would have precluded the detection of spring and summer blooming annuals. In addition, a majority of the study area was surveyed from public roads, which inherently constrains the ability to inventory all plant species. Plant species observed within the study area are listed in Attachment C, Vascular Plant Species.
Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
9 October 2019
4.5 Wildlife
A total of five bird species were detected within the study area, including house finch (Haemorhous mexicanus), California scrub-jay (Aphelocoma californica), American crow (Corvus brachyrhynchos), northern mockingbird (Mimus polyglottos), and mourning dove (Zenaida macroura). No active bird nests were observed within the study area during the reconnaissance survey; however, the ornamental vegetation and native vegetation (i.e., Fremont cottonwood forest) within the study area provides habitat for nesting birds and raptors. No amphibian species were observed, and no amphibian species are expected to occur. One reptile species was observed during the survey:
common side-blotched lizard (Uta stansburiana). Three mammal species were detected during the survey:
California ground squirrel (Spermophilus (Otospermophilus) beecheyi), desert cottontail (Sylvilagus audubonii), and domestic dog (Canis lupus familiaris). Wildlife species observed within the study area are listed in Attachment D, Wildlife Species.
4.6 Special-Status Plant Species
Attachment E, Special-Status Plant Species Detected or Potentially Occurring in the Study Area, lists special-status plant species that have been documented in the USGS 7.5-minute Yucaipa quadrangle and the eight surrounding quadrangles (CDFW 2019; CNPS 2019). For each species listed, a determination was made regarding the potential for the species to occur in the study area based on information gathered during the field reconnaissance, including the location of the site, habitats present, current site conditions, and past and present land use. Listed species with a potential to occur and non-listed special-status species with a moderate or higher potential to occur are discussed herein.
Focused special-status plant surveys were not conducted. No federally or state listed special-status plant species were incidentally detected within the study area. One non-listed special-status species, southern California black walnut (Juglans californica), which has a California Rare Plant Rank of 1B.1, was observed within the study area along the banks of Calimesa Creek; however, this species is a covered species under the MSHCP (County of Riverside 2003). No federally or state listed or other special-status species have a moderate or high potential to occur within the study area (Attachment E).
4.7 Special-Status Wildlife Species
Attachment F, Special-Status Wildlife Species Detected or Potentially Occurring in the Study Area, lists special-status wildlife species that have been documented in the USGS 7.5-minute Yucaipa quadrangle and the eight surrounding quadrangles (CDFW 2019). For each special-status wildlife species, a determination was made regarding potential use of the study area based on information gathered during the field reconnaissance, known habitat preferences, and knowledge of the species’ relative distributions in the area. There are no federally or state listed wildlife species and other special-status wildlife species with a moderate or higher potential to occur in the study area.
Thirteen special-status wildlife species have a low potential to occur within the study area (Attachment F), including the state fully protected white-tailed kite (Elanus leucurus). White-tailed kite has a low potential to nest and forage within the study area, and this species is covered under the MSCHP.
Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
10 October 2019
4.8 Nesting Birds
The reconnaissance survey was conducted outside of nesting season; however, the study area provides potential nesting habitat for commonly occurring birds such as Anna’s hummingbird (Calypte anna) or house finch. The study area does contain large trees (e.g., eucalyptus, tree of heaven, black locust, coast live oak) suitable for raptor nesting.
4.9 Wildlife Corridors and Habitat Linkages
Wildlife corridors are linear features that connect large patches of natural open space and provide avenues for the migration of animals. Habitat linkages are small patches that join larger blocks of habitat and help reduce the adverse effects of habitat fragmentation; they may be continuous habitat or discrete habitat islands that function as stepping stones for wildlife dispersal. The study area is not within any designated wildlife corridors and/or habitat linkages identified in the South Coast Missing Linkages analysis project (South Coast Wildlands 2008), California Essential Habitat Connectivity project (Spencer et al. 2010), or as recognized by the MSHCP. The study area is isolated from designated wildlife corridors/habitat linkages and other open spaces by substantial developed areas and heavily traversed roadways, including I-10. Waters from Calimesa Creek flow into San Timoteo Creek, but Calimesa Creek is an ephemeral drainage, with a relatively small watershed (890 acres) that is highly developed, so native fish species are not expected to be present or use the creek within the study area for upstream or downstream movement.
On a local level, the study area is dominated by developed areas that support minimal vegetation (particularly native vegetation). Calimesa Creek bisects the study area; however, the natural portions of the creek west of I-10 are primarily limited to the study area. Waters from Calimesa Creek flow downstream from the study area into underground culverts beneath Calimesa Boulevard and then for approximately 500 feet beneath I-10 (Google Earth 2019). Calimesa Creek is within a concrete channel in the eastern portion of the study, and its waters are conveyed through underground culverts approximately 0.5 miles to the east of the study area (Google Earth 2019). The study area may provide local movement for some urban-adapted wildlife species (i.e., coyote, striped skunk, raccoon, opossum), but these species would be expected to be able to use similar urban habitat that is adjacent to the study area.
5 Western Riverside County MSHCP Consistency Analysis
The study area is located in the MSHCP Pass Area Plan and must comply with relevant sections of the MSHCP. The study area is not within an MSHCP Criteria Cell (Figure 4, Western Riverside MSHCP Plan Area); therefore, no Reserve Assembly requirements would apply to the project. The study area is not located within MSCHP Section
6.1.3 Narrow Endemic Species Survey Area or MSHCP Section 6.3.2 Additional Survey Needs and Procedures for Criteria Area Plant Species, Burrowing Owl, Mammals, or Amphibians; therefore, additional survey requirements for these biological resources would not apply to the project and are not further discussed. The project’s compliance with the relevant sections of the MSHCP is discussed below.
Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
11 October 2019
5.1 MSHCP Section 6.1.2 Riparian/Riverine Resources
The MSHCP defines riparian/riverine areas as “lands which contain habitat dominated by trees, shrubs, persistent emergent, or emergent mosses and lichens, which occur close to or which depend upon soil moisture from a nearby fresh water source; or areas with fresh water flow during all or a portion of the year.” The MSHCP further clarifies those areas “demonstrating characteristics as described above which are artificially created are not included in these definitions” (County of Riverside 2003).
There are approximately 3.31 acres of MSHCP riparian/resources within the study area, specifically 2.94 acres of riverine resources and 0.37 acres of riparian habitat (Figure 5, Western Riverside MSHCP Biological Resources).
The study area contains one ephemeral drainage (Calimesa Creek) and associated riparian vegetation (Fremont cottonwood forest). Calimesa Creek conveys water ultimately connecting to Temescal Canyon Wash, which has surface connection ultimately flowing to the Santa Ana River. Because this feature conveys water to downstream resources, Calimesa Creek would be considered riverine resources as defined by the MSHCP. Additionally, the associated Fremont cottonwood forest would be considered a riparian resource as defined by the MSHCP.
5.1.1 Vernal Pools and Fairy Shrimp Habitat
The MSHCP defines vernal pools as the following (County of Riverside 2003):
[S]easonal wetlands that occur in depression areas that have wetlands indicators of all three parameters (soils, vegetation and hydrology) during the wetter portion of the growing season but normally lack wetlands indicators of hydrology and/or vegetation during the drier portion of the growing season. Obligate hydrophytes and facultative wetlands plant species are normally dominant during the wetter portion of the growing season, while upland species (annuals) may be dominant during the drier portion of the growing season. The determination that an area exhibits vernal pool characteristics, and the definition of the watershed supporting vernal pool hydrology, must be made on a case-by-case basis. Such determinations should consider the length of the time the area exhibits upland and wetland characteristics and the manner in which the area fits into the overall ecological system as a wetland. Evidence concerning the persistence of an area's wetness can be obtained from its history, vegetation, soils, and drainage characteristics, uses to which it has been subjected, and weather and hydrologic records.
Fairy shrimp habitat also includes ephemeral pools and other features such as road ruts or stock ponds.
No vernal pool–indicator plant species were identified within the area, and no vernal pools were observed within the study area. Soils mapped in the region are Ramona sandy loam, Ramona very fine sandy loam, and San Timoteo soils.
These series are all considered well to moderately well draining and therefore are not known to retain ponded water.
However, based on historic aerial imagery (Google Earth 2019), a topographic low point southwest of the intersection of 3rd Street and County Line Road contained standing water as recently as December 2018. This area is consists of a dirt vacant lot that has been graded and lacks vegetation. This topographic low point has contained standing water over the years with standing water also observed in February 2016 and April 2014 (Google Earth 2019). Therefore, based on the fact that this area does hold water, this area was determined to potentially support habitat for Riverside fairy shrimp (Streptocephalus woottoni) (Figure 5, Western Riverside MSHCP Biological Resources).
Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
12 October 2019
5.1.2 Riparian Birds
The study area supports a few scattered individuals of mulefat, Fremont cottonwood, and giant reed along the central portion of Calimesa Creek as observed during the September 2019 field visit. These scattered individuals are not considered a riparian resource as defined by the MSHCP as they did not create a continuous canopy or high enough cover to warrant their own community. The study area also supports Fremont cottonwood forest at the downstream portion of Calimesa Creek, and this community is considered a riparian resource as defined by the MSHCP. This riparian vegetation is narrow and small in its extent, lacks understory or closed-canopy features, lacks continuity with higher quality habitat, and is not contiguous; therefore, it is not sufficient to support riparian bird species such as least Bell’s vireo (Vireo bellii pusillus), southwestern willow flycatcher (Empidonax traillii extimus), or yellow-billed cuckoo (Coccyzus americanus).
5.2 MSHCP Section 6.1.4 Urban/Wildlife Interface Guidelines According to the MSHCP, the Urban/Wildlands Interface Guidelines are intended to address indirect effects associated with locating development in proximity to the MSHCP Conservation Area (County of Riverside 2003, pp. 6–42). The study area is not within any conserved areas; however, Calimesa Creek flows to San Timoteo Creek, which ultimately flows to the Santa Ana River. Due to the proposed project having connectivity to areas described for conservation, the Urban/Wildlife Interface Guidelines are applicable. 6 Conclusions
The study area includes the following special-status biological resources: southern California black walnut, coast live oak, MSHCP riparian/riverine habitat, and potential fairy shrimp habitat. If these resources are impacted as a result of project implementation, avoidance, minimization, and mitigation measures are recommended for the project to be consistent with the MSHCP and that would result in less-than-significant impacts to biological resources under CEQA.
California black walnut is a covered species under the MSHCP; therefore, compliance with the MSHCP as well as payment of the applicable MSHCP Development Mitigation Fee offsets potential direct and indirect impacts to this species. Coast live oaks are a protected resource under the City of Calimesa Municipal Code; therefore, impacts to this species would require appropriate mitigation to offset potential direct and indirect impacts to this species.
Impacts to MSHCP Section 6.1.2 Riparian/Riverine resources would require preparation of a Determination of Biologically Equivalent or Superior Preservation identifying avoidance, minimization, and mitigation measures for impacts to riparian and riverine resources. If the proposed project would result in impacts to potential fairy shrimp habitat, two seasons of fairy shrimp surveys would be required. If the proposed project cannot avoid at least 90% of the long-term conservation value of the habitat, a Determination of Biologically Equivalent or Superior Preservation Report would be required.
The results of the formal jurisdictional delineation are provided under a separate cover; however, the proposed project would result in potential impacts to non-wetland waters of the United States and streambeds under the jurisdiction of the U.S. Army Corps of Engineers, Regional Water Quality Control Board, and CDFW. Therefore, the proposed project is expected to require a permit pursuant to Section 404 of the Clean Water Act from the U.S. Army Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
13 October 2019
Corps of Engineers, a Water Quality Certification pursuant to Section 401 of the Clean Water Act from the Regional Water Quality Control Board, and a Streambed Alteration Agreement from CDFW pursuant to Sections 1600–1616 of the California Fish and Game Code, collectively referred to as waters permits.
If you have any questions regarding this biological resources letter report, please feel free to contact me at [email protected] or at 760.601.3416.
Sincerely,
_________________________________
Britney Strittmater
Biologist
Att.: Attachment A – Figures
Attachment B – Site Photographs
Attachment C – Vascular Plant Species
Attachment D – Wildlife Species
Attachment E – Special-Status Plant Species Detected or Potentially Occurring in the Study Area Attachment F – Special-Status Wildlife Species Detected or Potentially Occurring in the Study Area 7 References
AOU (American Ornithologists’ Union). 2018. “Checklist of North and Middle American Birds.” Accessed October 2018. http://checklist.aou.org/taxa.
Calflora. 2019. The Calflora Database. Berkeley, California: Calflora. Accessed February 2019. http://www.calflora.org.
CALIFAUNA. 2013. “Draft Biological Resources Letter Report for the Calimesa Creek Flood Control Project.” Prepared for City of Calimesa. October 4, 2013.
CALIFAUNA. 2016. “Biological Field Report/Follow-Up for the Calimesa Creek Flood Control Project.” Prepared for City of Calimesa. January 1, 2016.
CDFW (California Department of Fish and Wildlife). 2018. “Natural Communities List Arranged Alphabetically by Life Form.” January 24, 2018. Accessed February 2019. https://nrm.dfg.ca.gov/FileHandler.ashx? DocumentID=153398&inline.
CDFW. 2019. California Natural Diversity Database (CNDDB). RareFind Version 5.0 (Commercial Subscription).
Sacramento, California: CDFW, Biogeographic Data Branch. Accessed October 2019. https://www.dfg.ca.gov/biogeodata/cnddb/mapsanddata.asp.
CNPS (California Native Plant Society). 2019. Inventory of Rare and Endangered Plants. Online ed. Version 8-02.
Sacramento, California: CNPS. Accessed October 2019. http://www.rareplants.cnps.org.
Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
14 October 2019
County of Riverside. 2003. Western Riverside County Multiple Species Habitat Conservation Plan. County of Riverside, Transportation and Land Management Agency, Riverside County Integrated Project. MSHCP adopted June 17, 2003. Accessed February 2019. http://www.rctlma.org/mshcp.
Crother, B.I. 2012. Scientific and Standard English Names of Amphibians and Reptiles of North America North of Mexico, with Comments Regarding Confidence in our Understanding, edited by J.J. Moriarty. 7th ed.
Society for the Study of Amphibians and Reptiles (SSAR); Herpetological Circular no. 39. August 2012.
Accessed March 2018. http://home.gwu.edu/~rpyron/publications/Crother_et_al_2012.pdf.
EPA (U.S. Environmental Protection Agency). 2019. “Watershed Assessment, Tracking & Environmental Results (WATERS).” Last updated December 15, 2017. Accessed September 2019. https://www.epa.gov/ waterdata/viewing-waters-data-using-google-earth.
Google Earth. 2019. Aerial photograph. 1:200 scale.
Jepson Flora Project. 2019. Jepson eFlora. Berkeley, California: University of California. Accessed January 3, 2019. http://ucjeps.berkeley.edu/IJM.html.
Klein, A., and J. Evens. 2006. Vegetation Alliances of Western Riverside County. Final report prepared for the California Department of Fish and Game, Habitat Conservation Division. California Native Plant Society.
Revised May 2006.
Moyle, P.B. 2002. Inland Fishes of California. Revised and expanded. Berkeley and Los Angeles, California, and London, England: University of California Press.
NABA (North American Butterfly Association). 2016. “Checklist of North American Butterflies Occurring North of Mexico.” Adapted from North American Butterfly Association (NABA) Checklist and English Names of North American Butterflies. 2nd ed. Morristown, New Jersey: NABA. December 29, 2016. Accessed October 2018. http://naba.org/pubs/enames2_3.html.
NETRonline. 2019. Historic Aerials, web-based viewer. Accessed October 2019. https://www.historicaerials.com/.
Oberbauer, T., M. Kelly, and J. Buegge. 2008. Draft Vegetation Communities of San Diego County. March 2008.
Accessed February 2019. http://www.sdcanyonlands.org/pdfs/veg_comm_sdcounty_2008_doc.pdf.
Sawyer, J.O., T. Keeler-Wolf., and J. Evens. 2009. A Manual of California Vegetation. 2nd ed. Sacramento, California: California Native Plant Society.
South Coast Wildlands. 2008. South Coast Missing Linkages: A Wildland Network for the South Coast Ecoregion.
Produced in cooperation with partners in the South Coast Missing Linkages Initiative. Accessed October 2019. http://www.scwildlands.org.
Mr. Steve Ledbetter
Subject: Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III, City of Calimesa, Riverside County, California
12200
15 October 2019
Spencer, W.D., P. Beier, K. Penrod, K. Winters, C. Paulman, H. Rustigian-Romsos, J. Strittholt, M. Parisi, and A.
Pettler. 2010. California Essential Habitat Connectivity Project: A Strategy for Conserving a Connected California. Prepared for California Department of Transportation, California Department of Fish and Game, and Federal Highways Administration. Accessed October 2019. http://nrm.dfg.ca.gov/ FileHandler.ashx?DocumentID=18366.
USDA (U.S. Department of Agriculture). 2019a. Web Soil Survey. USDA Natural Resources Conservation Service, Soil Survey Staff. Accessed September 2019. http://websoilsurvey.nrcs.usda.gov.
USDA. 2019b. “California.” State PLANTS Checklist. USDA Natural Resources Conservation Service. Accessed September 2019. http://plants.usda.gov/dl_state.html.
USFWS (U.S. Fish and Wildlife Service). 2019a. Critical Habitat for Threatened and Endangered Species [digital GIS data]. September 28, 2018. Washington, DC: U.S. Fish & Wildlife Service. Accessed September 2019. https://fws.maps.arcgis.com/home/webmap/viewer.html?webmap=9d8de5e265ad4fe 09893cf75b8dbfb77
USFWS (U.S. Fish and Wildlife Service). 2019b. “National Wetland Inventory.” Last updated October 17, 2018.
Accessed September 2019. http://www.fws.gov/wetlands/Data/Mapper.html.
USGS (U.S. Geological Survey). 2019. National Hydrography Dataset. https://www.usgs.gov/core-sciencesystems/ngp/national-hydrography.
Wilson, D.E., and D.M. Reeder. 2005. Mammal Species of the World: A Taxonomic and Geographic Reference. 3rd ed. (MSW3 database). Accessed October 2018. http://www.bucknell.edu/msw3.
Attachment A
Figures
§¨¦10
Project Location
Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III Project SOURCE: USGS National Map 2019
Date: 10/17/2019 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\Bio Report\Figure 1 Project Location.mxd 0 1,000 2,000 n Feet
Project Boundary
FIGURE 1
Project Site
!(^
Date: 10/17/2019 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\Bio Report\Figure 2 Soils.mxd RaB2
SmF2
PlB
ReC2
ReC2
RaD2
RaD2
SmF2
ShF
RmC
RmD
RmE2
RaB2 RmC
Soils
Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III Project SOURCE: USGS NRCS
0 315 630 n Feet
ProjectBoundary
Study Area
Soils
PlB - Placentia fine sandy loam, 0 to 5 percent slopes
RaB2 - Ramona sandy loam, 2 to 5 percent slopes, eroded RaD2 - Ramona sandy loam, 8 to 15 percent slopes, eroded ReC2 - Ramona very fine sandy loam, 0 to 8 percent slopes, ero ded RmC - RAMONA SANDY LOAM, 2 TO 9 PERCENT SLOPES
RmD - RAMONA SANDY LOAM, 9 TO 15 PERCENT SLOPES
RmE2 - RAMONA SANDY LOAM, 15 TO 30 PERCENT SLOPES, ERODED ShF - SAUGUS SANDY LOAM, 30 TO 50 PERCENT SLOPES
SmF2 - San Timoteo loam, 25 to 50 percent slopes, eroded FIGURE 2
Date: 10/17/2019 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\Bio Report\Figure 3a Biological Resources.mxd "J "J
"J
"J "J
"J
"J "J
"J
"J
"J
"J
"J
"J "J
"J
"J
"J
DEV
DEV
DEV
DEV
DEV
I-10 WBON
CALIMESA BLVD
COUNTY LINE RD
I-10 EBON
PARK AVE
5TH ST
COUNTY LINE RD
I-10
I-10
AVENUE B
I-10 WBOFF
AVENUE K
AVENUE K
ERWIN ST
§¨¦10
POPFRE
DEV
DH
DH
DH DH
DH
DH
DH
DH
NVC
NVC
NVC
NVC
EUC-TH-BL
EUC-TH-BL
Biological Resources
Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III Project SOURCE: DigitalGlobe 2018
0 100 200 n Feet
Project Boundary
Study Area
Special-Status Plant Species
"J Southern California Black Walnut (Juglans californica) "J Coast Live Oak (Quercus agrifolia)
Vegetation Communities and Landcovers
DEV - Urban/Developed
DH - Disturbed Habitat
EUC-TH-BL - Eucalyptus / Tree of Heaven / Black Locust Groves NVC - Non-Vegetated Channel or Floodway
POPFRE - Fremont Cottonwood Forest Association
FIGURE 3A
R i v e r s i d e
C o u n t y
S a n
B e r n a r d i n o
C o u n t y
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"J
"J
4TH ST
CLING WAY
ROGERS CT
3RD ST
EL SERENE LN
COUNTY LINE RD
FLORDASON DR
DEV
DH
DH
DH
DH
DH
DH DH
DH
DH
DH
NVC
Biological Resources
Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III Project SOURCE: DigitalGlobe 2018
0 100 200 n Feet
Project Boundary
Study Area
Special-Status Plant Species
"J Southern California Black Walnut (Juglans californica) "J Coast Live Oak (Quercus agrifolia)
Vegetation Communities and Landcovers
DEV - Urban/Developed
DH - Disturbed Habitat
NVC - Non-Vegetated Channel or Floodway
FIGURE 3B
R i v e r s i d e
C o u n t y
S a n
B e r n a r d i n o
C o u n t y
16 20
3 21
5 6
8 1
15 6
6 20
18 1
14 8
4 5
2 1
17 9
7 1
2 1
22 10
15 11
14 4
11 1
17 13
11 24
19 18
14 7
7 16
9 12
10 12
3 4
23 13
8 D
D
K
B
E
B
E
A
L
A M
I
A
A
B
A
K
C
F
A
L G
H
D
J
B
K
C
B
B
C
1 2 3
4 3
5 4
7 1
2 6
1 2
4 7
6 5
3 5 6
7 7
Western Riverside County MSHCP
Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III Project SOURCE: Western Riverside County Regional Conservation Authority 2015; County of Riverside 2015 Date: 10/17/2019 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\Bio Report\Figure 4 Western Riverside MSHCP.mxd 0 12,500 25,000 n Feet
Proposed Linkages:
Constrained Linkage
Linkage
!!! !!! Existing Channel
Existing Cores &
Linkages:
Constrained Linkage
Core
Linkage
Noncontiguous
Habitat Block
Proposed Cores &
Habitat Blocks:
Core
Proposed Extension of
Existing Cores
Noncontiguous
Habitat Block
MSHCP Conserved
Lands
Conserved Lands
FIGURE 4
Project Site
!(^
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DEV
DEV
DEV
DEV
I-10 WBON
CALIMESA BLVD
COUNTY LINE RD
I-10 EBON
PARK AVE
5TH ST
COUNTY LINE RD
I-10
I-10
AVENUE B
I-10 WBOFF
AVENUE K
AVENUE K
ERWIN ST
§¨¦10
Western Riverside MSHCP Biological Resources
Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III Project SOURCE: DigitalGlobe 2018
0 100 200 n Feet
Project Boundary
Study Area
Section 6.1.2 MSHCP Riparian/Riverine Resources
Riverine
Riparian
FIGURE 5A
R i v e r s i d e
C o u n t y
S a n
B e r n a r d i n o
C o u n t y
Date: 10/17/2019 - Last saved by: slucarelli - Path: Z:\Projects\j1220001\MAPDOC\CalimesaCreek\Bio Report\Figure 5b Western Riverside MSHCP Biological Resources.mxd DEV
DEV
DEV
4TH ST
CLING WAY
ROGERS CT
3RD ST
EL SERENE LN
COUNTY LINE RD
FLORDASON DR
Western Riverside MSHCP Biological Resources
Biological Resources Letter Report and MSHCP Consistency for the Calimesa Creek Stage III Project SOURCE: DigitalGlobe 2018
0 100 200 n Feet
Project Boundary
Study Area
Section 6.1.2 MSHCP Riparian/Riverine Resources
Riverine
Section 6.1.2 MSHCP Fairy Shrimp Habitat
Potential Fairy Shrimp Habitat
FIGURE 5B
R i v e r s i d e
C o u n t y
S a n
B e r n a r d i n o
C o u n t y
Attachment B
Photo Documentation
ATTACHMENT B
PHOTO DOCUMENTATION
12200
B-1 October 2019
Location 1: View of disturbed habitat and potential
fairy shrimp habitat within eastern portion of the
project site west of 3rd Street, facing west.
Location 2: View of disturbed habitat within the
within eastern portion of the project site west of
3rd Street, facing north.
Location 3: View of disturbed habitat and
California ground squirrel burrows within eastern
portion of the project site, facing west.
Location 4: View of non-vegetated floodplain or
channel within eastern portion of project site west
of 3rd Street, facing west.
ATTACHMENT B
PHOTO DOCUMENTATION
12200
B-2 October 2019
Location 5: View of non-vegetated floodplain or
channel within eastern portion of study area east of
3rdrd Street, facing east.
Location 6: View of eucalyptus/tree of
heaven/black locust groves within the project site
west of 5th Street, facing east.
Location 7: View of non-vegetated floodplain or
channel and eucalyptus/tree of heaven/black locust
groves west of 5th Street, facing east.
Location 8: View of eucalyptus/tree of
heaven/black locust groves within the project site
west of Park Avenue, facing east.
ATTACHMENT B
PHOTO DOCUMENTATION
12200
B-3 October 2019
Location 9: View of eucalyptus/tree of
heaven/black locust groves within the project site
west of Park Avenue, facing west.
Location 10: View of non-vegetated floodplain or
channel west of Park Avenue, facing south.
Location 11: View of Fremont cottonwood forest
within the project site west of Calimesa Boulevard,
facing east.
Location 12: View of Fremont cottonwood forest
within the project site west of Calimesa Boulevard,
facing west.
ATTACHMENT B
PHOTO DOCUMENTATION
12200
B-4 October 2019
INTENTIONALLY LEFT BLANK
Attachment C
Vascular Plant Species
APPENDIX C
PLANT COMPENDIUM
12200
C-1 October 2019
EUDICOTS
VASCULAR SPECIES
APOCYNACEAE—DOGBANE FAMILY
* Nerium oleander—oleander
ASTERACEAE—SUNFLOWER FAMILY
Ambrosia acanthicarpa—flatspine bur ragweed
Baccharis salicifolia—mulefat
Helianthus annuus—common sunflower
Xanthium strumarium—cocklebur
BRASSICACEAE—MUSTARD FAMILY
* Hirschfeldia incana—shortpod mustard
CHENOPODIACEAE—GOOSEFOOT FAMILY
* Salsola tragus—prickly Russian thistle
CUCURBITACEAE—GOURD FAMILY
Cucurbita foetidissima—Missouri gourd
EUPHORBIACEAE—SPURGE FAMILY
Croton setiger—dove weed
FABACEAE—LEGUME FAMILY
* Albizia julibrissin—silktree
* Parkinsonia aculeata—Jerusalem thorn
* Robinia pseudoacacia—black locust
FAGACEAE—OAK FAMILY
Quercus agrifolia—coast live oak
JUGLANDACEAE—WALNUT FAMILY
Juglans californica—Southern California black walnut
* Juglans regia—English walnut
LAMIACEAE—MINT FAMILY
Trichostema lanceolatum—vinegarweed
MYRTACEAE—MYRTLE FAMILY
* Eucalyptus globulus—Tasmanian bluegum
* Eucalyptus polyanthemos—redbox
APPENDIX C
PLANT COMPENDIUM
12200
C-2 October 2019
OLEACEAE—OLIVE FAMILY
* Fraxinus spp.—ash
POLYGONACEAE—BUCKWHEAT FAMILY
Eriogonum fasciculatum—California buckwheat
* Polygonum aviculare—prostrate knotweed
ROSACEAE—ROSE FAMILY
* Rubus armeniacus—Himalayan blackberry
SALICACEAE—WILLOW FAMILY
Populus fremontii ssp. fremontii—Fremont cottonwood
SIMAROUBACEAE—QUASSIA OR SIMAROUBA FAMILY
* Ailanthus altissima—tree of heaven
SOLANACEAE—NIGHTSHADE FAMILY
Datura wrightii—sacred thorn-apple
ULMACEAE—ELM FAMILY
* Ulmus parvifolia—Chinese elm
ZYGOPHYLLACEAE—CALTROP FAMILY
* Tribulus terrestris—puncturevine]
MONOCOTS
VASCULAR SPECIES
ARECACEAE—PALM FAMILY
* Washingtonia robusta—Washington fan palm
POACEAE—GRASS FAMILY
* Arundo donax—giant reed
* Avena barbata—slender oat
* Bromus diandrus—ripgut brome
* Bromus madritensis—compact brome
Distichlis spicata—salt grass
* Stipa miliacea var. miliacea—smilograss
* signifies introduced (non-native) species
Attachment D
Wildlife Species
APPENDIX D
WILDLIFE COMPENDIUM
12200
C-1 October 2019
BIRD
FINCHES
FRINGILLIDAE—FRINGILLINE AND CARDUELINE FINCHES AND ALLIES Haemorhous mexicanus—house finch
JAYS, MAGPIES AND CROWS
CORVIDAE—CROWS AND JAYS
Aphelocoma californica—California scrub-jay
Corvus brachyrhynchos—American crow
MOCKINGBIRDS AND THRASHERS
MIMIDAE—MOCKINGBIRDS AND THRASHERS
Mimus polyglottos—mockingbird
PIGEONS AND DOVES
COLUMBIDAE—PIGEONS AND DOVES
Zenaida macroura—mourning dove
MAMMAL
DOMESTIC
CANIDAE—WOLVES AND FOXES
* Canis lupus familiaris—domestic dog
HARES AND RABBITS
LEPORIDAE—HARES AND RABBITS
Sylvilagus audubonii—desert cottontail
SQUIRRELS
SCIURIDAE—SQUIRRELS
Spermophilus (Otospermophilus) beecheyi—California ground squirrel
APPENDIX D
WILDLIFE COMPENDIUM
12200
C-2 October 2019
REPTILE
LIZARDS
PHRYNOSOMATIDAE—IGUANID LIZARDS
Uta stansburiana—common side-blotched lizard
Attachment E
Special-Status Plant Species Detected or Potentially
Occurring in the Study Area
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-1 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Abronia villosa var.
aurita
chaparral sandverbenaNone/None/1B.1 None Chaparral, Coastal scrub, Desert dunes; sandy/annual
herb/(Jan)Mar–Sep/245–5,250
Not expected to occur. No
suitable vegetation present.
Allium howellii var.
clokeyi
Mt. Pinos onion None/None/1B.3 None Great Basin scrub, Meadows and seeps (edges), Pinyon and
juniper woodland/perennial
bulbiferous herb/Apr–
June/4,265–6,070
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Allium marvinii Yucaipa onion None/None/1B.2 Narrow Endemic Plant Species
Chaparral (clay,
openings)/perennial bulbiferous
herb/Apr–May/2,490–3,495
Not expected to occur. No
suitable chaparral or clay soils
present.
Arenaria lanuginosa
var. saxosa
rock sandwort None/None/2B.3 None Subalpine coniferous forest, Upper montane coniferous
forest; mesic, sandy/perennial
herb/July–Aug/4,770–8,530
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Arenaria paludicola marsh sandwort FE/SE/1B.1 None Marshes and swamps (freshwater or brackish); sandy,
openings/perennial stoloniferous
herb/May–Aug/5–560
Not expected to occur. The study
area is located outside of the
species’ known elevation range
and there is no suitable
vegetation present. The nearest
known occurrence is
approximately 10 miles west of
the study area (CDFW 2019).
Astragalus
lentiginosus var.
coachellae
Coachella Valley milkvetchFE/None/1B.2 None Desert dunes, Sonoran desert scrub (sandy)/annual/perennial
herb/Feb–May/130–2,150
Not expected to occur. The study
area is located outside of the
species’ known elevation range
and there is no suitable
vegetation present. The nearest
known occurrence is
approximately 10 miles
southeast of the study area
(CDFW 2019).
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-2 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Astragalus
lentiginosus var.
sierrae
Big Bear Valley milkvetchNone/None/1B.2 None Mojavean desert scrub, Meadows and seeps, Pinyon and
juniper woodland, Upper
montane coniferous forest;
gravelly or rocky/perennial
herb/Apr–Aug/5,905–8,530
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Astragalus
leucolobus
Big Bear Valley
woollypod
None/None/1B.2 None Lower montane coniferous
forest, Pebble (Pavement) plain,
Pinyon and juniper woodland,
Upper montane coniferous
forest; rocky/perennial
herb/May–July/3,605–9,465
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Astragalus
pachypus var.
jaegeri
Jaeger’s bush milkvetchNone/None/1B.1 Covered Chaparral, Cismontane woodland, Coastal scrub, Valley
and foothill grassland; sandy or
rocky/perennial shrub/Dec–
June/1,195–3,200
Not expected to occur. The study
area is located within this
species’ known elevation range;
however, there is no suitable
vegetation to support this
species.
Atriplex coronata
var. notatior
San Jacinto Valley
crownscale
FE/None/1B.1 Criteria Area
Survey Plant
Species
Playas, Valley and foothill
grassland (mesic), Vernal pools;
alkaline/annual herb/Apr–
Aug/455–1,640
Not expected to occur. The study
area is located outside of the
species’ known elevation range.
The nearest known occurrence is
approximately 7.5 miles south of
the study area (CDFW 2019).
Atriplex serenana
var. davidsonii
Davidson’s saltscale None/None/1B.2 Criteria Area
Survey Plant
Species
Coastal bluff scrub, Coastal
scrub; alkaline/annual
herb/Apr–Oct/30–655
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-3 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Berberis nevinii Nevin’s barberry FE/SE/1B.1 Criteria Area Survey Plant
Species
Chaparral, Cismontane
woodland, Coastal scrub,
Riparian scrub; sandy or
gravelly/perennial evergreen
shrub/(Feb)Mar–June/225–
2,705
Low potential to occur. The study
area is located within the
species’ known elevation range,
and sandy soils are present;
however, this species is known to
occur in coarse soils and rocky
slopes in chaparral and gravelly
wash margins in alluvial scrub
(County of Riverside 2003),
which are absent. The nearest
known occurrence is
approximately 7.6 miles west of
the study area (CDFW 2019).
Boechera parishii Parish’s rockcress None/None/1B.2 None Pebble (Pavement) plain, Pinyon and juniper woodland, Upper
montane coniferous forest;
rocky, quartzite on clay, or
sometimes carbonate/perennial
herb/Apr–May/5,805–9,810
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Botrychium
crenulatum
scalloped moonwort None/None/2B.2 None Bogs and fens, Lower montane coniferous forest, Meadows and
seeps, Marshes and swamps
(freshwater), Upper montane
coniferous forest/perennial
rhizomatous herb/June–
Sep/4,160–10,760
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Calochortus palmeri
var. palmeri
Palmer’s mariposa lily None/None/1B.2 None Chaparral, Lower montane coniferous forest, Meadows and
seeps; mesic/perennial
bulbiferous herb/Apr–
July/2,325–7,840
Not expected to occur. No
suitable vegetation present.
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-4 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Calyptridium
pygmaeum
pygmy pussypaws None/None/1B.2 None Subalpine coniferous forest, Upper montane coniferous
forest; sandy or gravelly/annual
herb/June–Aug/6,495–10,205
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Carex occidentalis western sedge None/None/2B.3 None Lower montane coniferous forest, Meadows and
seeps/perennial rhizomatous
herb/June–Aug/5,395–10,285
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Castilleja cinerea ash-gray paintbrush FT/None/1B.2 None Mojavean desert scrub, Meadows and seeps, Pebble
(Pavement) plain, Pinyon and
juniper woodland, Upper
montane coniferous forest (clay
openings)/perennial herb
(hemiparasitic)/June–
Aug/5,905–9,710
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present. The nearest
known occurrence is
approximately 14 miles northeast
of the study area (CDFW 2019).
Castilleja
lasiorhyncha
San Bernardino
Mountains owl'sclover
None/None/1B.2 None Chaparral, Meadows and seeps,
Pebble (Pavement) plain,
Riparian woodland, Upper
montane coniferous forest;
mesic/annual herb
(hemiparasitic)/May–
Aug/4,265–7,840
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Centromadia
pungens ssp. laevis
smooth tarplant None/None/1B.1 Criteria Area
Survey Plant
Species
Chenopod scrub, Meadows and
seeps, Playas, Riparian
woodland, Valley and foothill
grassland; alkaline/annual
herb/Apr–Sep/0–2,100
Not expected to occur. The study
area is located outside of the
species’ known elevation range.
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-5 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Chloropyron
maritimum ssp.
maritimum
salt marsh bird’s-beak FE/SE/1B.2 None Coastal dunes, Marshes and swamps (coastal salt)/annual
herb (hemiparasitic)/May–
Oct(Nov)/0–100
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present. The nearest
known occurrence is
approximately 10 miles west of
the study area (CDFW 2019).
Chorizanthe parryi
var. parryi
Parry’s spineflower None/None/1B.1 Covered Chaparral, Cismontane woodland, Coastal scrub, Valley
and foothill grassland; sandy or
rocky, openings/annual
herb/Apr–June/900–4,005
Low potential to occur. The study
area is located within the
species’ known elevation range,
and sandy soils and terraces are
present within Calimesa Creek;
however, the study area lacks
suitable vegetation to support
this species. This species is
known to occur within alluvial
chaparral and scrub habitats
(County of Riverside 2003). The
nearest known occurrence is
approximately 2.8 miles
northeast of the study area
(CDFW 2019).
Chorizanthe xanti
var. leucotheca
white-bracted
spineflower
None/None/1B.2 None Coastal scrub (alluvial fans),
Mojavean desert scrub, Pinyon
and juniper woodland; sandy or
gravelly/annual herb/Apr–
June/980–3,935
Not expected to occur. No
suitable vegetation present.
Cuscuta obtusiflora
var. glandulosa
Peruvian dodder None/None/2B.2 None Marshes and swamps
(freshwater)/annual vine
(parasitic)/July–Oct/45–920
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-6 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Deinandra
mohavensis
Mojave tarplant None/SE/1B.3 Covered Chaparral, Coastal scrub, Riparian scrub; mesic/annual
herb/(May)June–
Oct(Jan)/2,095–5,250
Not expected to occur. The study
area is located within the
species’ known elevation range,
and mesic conditions are present
within Calimesa Creek. However,
this species is known to occur
within the San Jacinto Mountains.
The nearest known occurrence is
approximately 11 miles
southeast of the study area
(CDFW 2019).
Dodecahema
leptoceras
slender-horned
spineflower
FE/SE/1B.1 Narrow Endemic
Plant Species
Chaparral, Cismontane
woodland, Coastal scrub (alluvial
fan); sandy/annual herb/Apr–
June/655–2,495
Not expected to occur. The study
area is located within this
species’ known elevation range,
and there are suitable sandy soils
present; however, there is no
suitable vegetation present to
support this species. The nearest
known occurrence is
approximately 1 mile north of the
study area and is possibly
extirpated (CDFW 2019).
Drymocallis
cuneifolia var.
cuneifolia
wedgeleaf
woodbeauty
None/None/1B.1 None Riparian scrub, Upper montane
coniferous forest; Sometimes
carbonate/perennial herb/June–
Aug/5,905–7,925
Not expected to occur. The study
area is located outside of the
species’ known elevation range.
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-7 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Eremogone ursina Big Bear Valley
sandwort
FT/None/1B.2 None Meadows and seeps, Pebble
(Pavement) plain, Pinyon and
juniper woodland; mesic,
rocky/perennial herb/May–
Aug/5,905–9,515
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present. This species
is endemic to the San Bernardino
Mountains, and the nearest
known occurrence is
approximately 17 miles northeast
of the study area (CDFW 2019).
Eriastrum
densifolium ssp.
sanctorum
Santa Ana River
woollystar
FE/SE/1B.1 Covered Chaparral, Coastal scrub (alluvial
fan); sandy or gravelly/perennial
herb/Apr–Sep/295–2,000
Not expected to occur. The study
area is located slightly outside of
the species’ known elevation
range, and there is no suitable
vegetation present. The nearest
known occurrence is from 1923
and is approximately 1 mile
northeast of the study area
(CDFW 2019).
Eriogonum kennedyi
var. alpigenum
southern alpine
buckwheat
None/None/1B.3 None Alpine boulder and rock field,
Subalpine coniferous forest;
granitic, gravelly/perennial
herb/July–Sep/8,530–11,485
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Eriogonum kennedyi
var.
austromontanum
southern mountain
buckwheat
FT/None/1B.2 None Lower montane coniferous forest
(gravelly), Pebble (Pavement)
plain/perennial herb/June–
Sep/5,805–9,480
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present. The nearest
known occurrence is
approximately 19 miles northeast
of the study area (CDFW 2019).
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-8 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Eriogonum
microthecum var.
lacus-ursi
Bear Lake buckwheat None/None/1B.1 None Great Basin scrub, Lower montane coniferous forest; clay
outcrops/perennial shrub/July–
Aug/6,560–6,890
Not expected to occur. The study
area is located outside of the
species’ known elevation range,,
and there is no suitable
vegetation present.
Erythranthe exigua San Bernardino
Mountains
monkeyflower
None/None/1B.2 None Meadows and seeps, Pebble
(Pavement) plain, Upper
montane coniferous forest;
mesic, clay/annual herb/May–
July/5,905–7,595
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Erythranthe
purpurea
little purple
monkeyflower
None/None/1B.2 None Meadows and seeps, Pebble
(Pavement) plain, Upper
montane coniferous
forest/annual herb/May–
June/6,230–7,545
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Gilia leptantha ssp.
leptantha
San Bernardino gilia None/None/1B.3 None Lower montane coniferous forest (sandy or gravelly)/annual
herb/June–Aug/4,920–8,400
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Heuchera parishii Parish's alumroot None/None/1B.3 None Alpine boulder and rock field, Lower montane coniferous
forest, Subalpine coniferous
forest, Upper montane
coniferous forest; rocky,
sometimes carbonate/perennial
rhizomatous herb/June–
Aug/4,920–12,465
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Horkelia cuneata
var. puberula
mesa horkelia None/None/1B.1 None Chaparral (maritime), Cismontane woodland, Coastal
scrub; sandy or
gravelly/perennial herb/Feb–
July(Sep)/225–2,655
Not expected to occur. No
suitable vegetation present.
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-9 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Horkelia wilderae Barton Flats horkelia None/None/1B.1 None Chaparral (edges), Lower montane coniferous forest,
Upper montane coniferous
forest/perennial herb/May–
Sep/5,495–9,595
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Hulsea vestita ssp.
pygmaea
pygmy hulsea None/None/1B.3 None Alpine boulder and rock field, Subalpine coniferous forest;
granitic, gravelly/perennial
herb/June–Oct/9,300–12,795
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Imperata brevifolia California satintail None/None/2B.1 None Chaparral, Coastal scrub, Mojavean desert scrub,
Meadows and seeps (often
alkali), Riparian scrub;
mesic/perennial rhizomatous
herb/Sep–May/0–3,985
Low potential to occur. The study
area is located within the
species’ known elevation range
and mesic conditions are present
within Calimesa Creek; however,
the site lacks alkali conditions to
support this species. The nearest
known occurrence is
approximately 5 miles northwest
of the study area (CDFW 2019).
Ivesia argyrocoma
var. argyrocoma
silver-haired ivesia None/None/1B.2 None Meadows and seeps (alkaline), Pebble (Pavement) plain, Upper
montane coniferous
forest/perennial
herb/(May)June–Aug/4,795–
9,710
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Juglans californica Southern California
black walnut
None/None/4.2 Covered Chaparral, Cismontane
woodland, Coastal scrub,
Riparian woodland;
alluvial/perennial deciduous
tree/Mar–Aug/160–2,955
Observed. This species was
observed along the banks of
Calimesa Creek east of Park
Avenue and west of 5th Street.
Lasthenia glabrata
ssp. coulteri
Coulter’s goldfields None/None/1B.1 Criteria Area
Survey Plant
Species
Marshes and swamps (coastal
salt), Playas, Vernal pools/annual
herb/Feb–June/0–4,005
Not expected to occur. No
suitable vegetation present.
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-10 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Lewisia brachycalyx short-sepaled lewisia None/None/2B.2 None Lower montane coniferous forest, Meadows and seeps;
mesic/perennial herb/(Feb)Apr–
June(July)/4,490–7,545
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Lilium parryi lemon lily None/None/1B.2 Covered Lower montane coniferous forest, Meadows and seeps,
Riparian forest, Upper montane
coniferous forest;
mesic/perennial bulbiferous
herb/July–Aug/4,000–9,005
Not expected to occur. The study
area is located outside of the
species’ known elevation range.
Malacothamnus
parishii
Parish’s bush-mallow None/None/1A None Chaparral, Coastal scrub/perennial deciduous
shrub/June–July/1,000–1,495
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Mentzelia tricuspis spiny-hair blazing star None/None/2B.1 None Mojavean desert scrub; sandy, gravelly, slopes, and
washes/annual herb/Mar–
May/490–4,200
Not expected to occur. No
suitable vegetation present.
Monardella
macrantha ssp.
hallii
Hall’s monardella None/None/1B.3 Covered Broadleafed upland forest, Chaparral, Cismontane
woodland, Lower montane
coniferous forest, Valley and
foothill grassland/perennial
rhizomatous herb/June–
Oct/2,395–7,200
Not expected to occur. The study
area is located within the
species’ known elevation range;
however, no suitable is present.
Nama stenocarpa mud nama None/None/2B.2 Criteria Area
Survey Plant
Species
Marshes and swamps (lake
margins, riverbanks)/annual /
perennial herb/Jan–July/15–
1,640
Not expected to occur. The study
area is located outside of the
species’ known elevation range
and there is no suitable
vegetation present.
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-11 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Navarretia
peninsularis
Baja navarretia None/None/1B.2 None Chaparral (openings), Lower montane coniferous forest,
Meadows and seeps, Pinyon and
juniper woodland; mesic/annual
herb/(May)June–Aug/4,920–
7,545
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Oxytropis oreophila
var. oreophila
rock-loving oxytrope None/None/2B.3 None Alpine boulder and rock field, Subalpine coniferous forest;
gravelly or rocky/perennial
herb/June–Sep/11,150–12,465
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Packera bernardina San Bernardino
ragwort
None/None/1B.2 None Meadows and seeps (mesic,
sometimes alkaline), Pebble
(Pavement) plain, Upper
montane coniferous
forest/perennial herb/May–
July/5,905–7,545
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Parnassia cirrata
var. cirrata
San Bernardino grassof-ParnassusNone/None/1B.3 None Lower montane coniferous forest, Meadows and seeps,
Upper montane coniferous
forest; mesic, streamsides,
sometimes calcareous/perennial
herb/Aug–Sep/4,100–8,005
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Perideridia parishii
ssp. parishii
Parish’s yampah None/None/2B.2 None Lower montane coniferous forest, Meadows and seeps,
Upper montane coniferous
forest/perennial herb/June–
Aug/4,805–9,845
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Petalonyx linearis narrow-leaf
sandpaper-plant
None/None/2B.3 None Mojavean desert scrub, Sonoran
desert scrub; Sandy or rocky
canyons/perennial shrub/(Jan–
Feb)Mar–May(June–Dec)/-80–
3,660
Not expected to occur. No
suitable vegetation present.
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-12 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Phlox dolichantha Big Bear Valley phlox None/None/1B.2 None Pebble (Pavement) plain, Upper montane coniferous forest
(openings)/perennial herb/May–
July/6,000–9,745
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Physaria kingii ssp.
bernardina
San Bernardino
Mountains
bladderpod
FE/None/1B.1 None Lower montane coniferous
forest, Pinyon and juniper
woodland, Subalpine coniferous
forest; usually
carbonate/perennial herb/May–
June/6,065–8,860
Not expected to occur. The study
area is located outside of the
species’ known elevation range
and there is no suitable
vegetation present. The nearest
known occurrence is
approximately 20 miles northeast
of the study area (CDFW 2019).
Poa atropurpurea San Bernardino blue
grass
FE/None/1B.2 None Meadows and seeps
(mesic)/perennial rhizomatous
herb/(Apr)May–
July(Aug)/4,460–8,055
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present. The nearest
known occurrence is
approximately 15.5 miles
northeast of the study area
(CDFW 2019).
Pyrrocoma uniflora
var. gossypina
Bear Valley
pyrrocoma
None/None/1B.2 None Meadows and seeps, Pebble
(Pavement) plain/perennial
herb/July–Sep/5,245–7,545
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Ribes divaricatum
var. parishii
Parish’s gooseberry None/None/1A None Riparian woodland/perennial deciduous shrub/Feb–Apr/210–
985
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-13 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Sidalcea hickmanii
ssp. parishii
Parish’s
checkerbloom
None/SR/1B.2 None Chaparral, Cismontane
woodland, Lower montane
coniferous forest/perennial
herb/(May)June–Aug/3,280–
8,200
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Sidalcea malviflora
ssp. dolosa
Bear Valley
checkerbloom
None/None/1B.2 None Lower montane coniferous forest
(meadows and seeps), Meadows
and seeps, Riparian woodland,
Upper montane coniferous forest
(meadows and seeps)/perennial
herb/May–Aug/4,900–8,810
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Sidalcea
neomexicana
salt spring
checkerbloom
None/None/2B.2 None Chaparral, Coastal scrub, Lower
montane coniferous forest,
Mojavean desert scrub, Playas;
alkaline, mesic/perennial
herb/Mar–June/45–5,020
Not expected to occur. No
suitable vegetation present.
Sidalcea pedata bird-foot
checkerbloom
FE/SE/1B.1 None Meadows and seeps (mesic),
Pebble (Pavement)
plain/perennial herb/May–
Aug/5,245–8,200
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present. The nearest
known occurrence is
approximately 13 miles north of
the study area (CDFW 2019).
Streptanthus
campestris
southern jewelflower None/None/1B.3 None Chaparral, Lower montane coniferous forest, Pinyon and
juniper woodland;
rocky/perennial herb/(Apr)May–
July/2,950–7,545
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-14 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Symphyotrichum
defoliatum
San Bernardino aster None/None/1B.2 None Cismontane woodland, Coastal scrub, Lower montane
coniferous forest, Meadows and
seeps, Marshes and swamps,
Valley and foothill grassland
(vernally mesic); near ditches,
streams, springs/perennial
rhizomatous herb/July–
Nov(Dec)/5–6,695
Low potential to occur. The study
area is located within the
species’ known elevation range,
and mesic conditions are present
within Calimesa Creek. However,
the study area is located within a
highly urbanized setting
containing a high cover of
ornamental plantings and
anthropogenic disturbances
within Calimesa Creek (i.e., trash,
debris, litter, homeless
encampments). The nearest
known occurrence is
approximately 3.2 miles west of
the study area within San
Timoteo Canyon (CDFW 2019).
Taraxacum
californicum
California dandelion FE/None/1B.1 None Meadows and seeps (mesic)/perennial herb/May–
Aug/5,310–9,185
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present. The nearest
known occurrence is
approximately 14.6 miles
northeast of the study area
(CDFW 2019).
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-15 October 2019
Scientific Name Common Name
Status
(Federal/State/
CRPR) MSHCP
Primary Habitat Associations/
Life Form/ Blooming Period/
Elevation Range (feet) Potential to Occur
Thelypodium
stenopetalum
slender-petaled
thelypodium
FE/SE/1B.1 None Meadows and seeps (mesic,
alkaline)/perennial herb/May–
Sep/5,245–8,200
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present. The nearest
known occurrence is
approximately 18.5 miles
northeast of the study area
(CDFW 2019).
Thelypteris puberula
var. sonorensis
Sonoran maiden fern None/None/2B.2 None Meadows and seeps (seeps and streams)/perennial rhizomatous
herb/Jan–Sep/160–2,000
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Trichocoronis
wrightii var. wrightii
Wright’s trichocoronis None/None/2B.1 Narrow Endemic
Plant Species
Meadows and seeps, Marshes
and swamps, Riparian forest,
Vernal pools; alkaline/annual
herb/May–Sep/15–1,425
Not expected to occur. The study
area is located outside of the
species’ known elevation range.
Viola pinetorum ssp.
grisea
grey-leaved violet None/None/1B.2 None Meadows and seeps, Subalpine coniferous forest, Upper
montane coniferous
forest/perennial herb/Apr–
July/4,920–11,155
Not expected to occur. The study
area is located outside of the
species’ known elevation range,
and there is no suitable
vegetation present.
Federal
FE: Federally listed as endangered
FT: Federally listed as threatened
State
SE: State listed as endangered
SR: State listed as rare
CRPR: California Rare Plant Rank
1A: Plants presumed extirpated in California and either rare or extinct elsewhere 1B: Plants rare, threatened, or endangered in California and elsewhere 2B: Plants rare, threatened, or endangered in California, but more common elsewhere 4: Plants of Limited Distribution – A Watch List
ATTACHMENT E
SPECIAL-STATUS PLANT SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
E-16 October 2019
Threat Rank
0.1 – Seriously threatened in California (more than 80% of occurrences threatened/high degree and immediacy of threat)
0.2 – Moderately threatened in California (20%–80% occurrences threatened/moderate degree and immediacy of threat)
0.3 – Not very threatened in California (less than 20% of occurrences threatened/low degree and immediacy of threat or no current threats known) MSHCP: Western Riverside County Multiple Species Habitat Conservation Plan Attachment F
Special-Status Wildlife Species Detected or Potentially Occurring in the Study Area
ATTACHMENT F
SPECIAL-STATUS WILDLIFE SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
F-1 October 2019
Scientific Name Common Name Status (Federal/State) MSHCP Habitat Potential to Occur Amphibians
Rana draytonii California redlegged frogFT/SSC Covered Lowland streams, wetlands, riparian woodlands, livestock
ponds; dense, shrubby or
emergent vegetation associated
with deep, still or slow-moving
water; uses adjacent uplands.
Not expected to occur. The study area contains an ephemeral drainage (Calimesa Creek); however, this feature does not contain perennial waters to support this species. The nearest known occurrence is approximately 14 miles northwest of the study area (CDFW 2019).
Rana muscosa mountain yellowlegged frogFE/SE, WL Covered Lakes, ponds, meadow streams, isolated pools, and open
riverbanks; rocky canyons in
narrow canyons and in
chaparral.
Not expected to occur. The study area does not support
suitable aquatic habitat in rocky canyons to support this species. The nearest known occurrence is approximately 8.6 miles northeast of the study area (CDFW 2019).
Spea hammondii western spadefoot None/SSC Covered Primarily grassland and vernal pools, but also in ephemeral
wetlands that persist at least 3
weeks in chaparral, coastal
scrub, valley–foothill woodlands,
pastures, and other agriculture.
Not expected to occur. The study area does not support
grasslands and coastal scrub and lacks vernal pools to support this species. The majority of the study area has been
developed for over 50 years, and the non-developed areas have been substantially disturbed by mowing and tilling (Google Earth 2019 and NETROnline 2019). The nearest occurrence is approximately 4 miles west of the site (CDFW 2019).
Reptiles
Actinemys
marmorata
northwestern pond
turtle
None/SSC Covered Slow-moving permanent or
intermittent streams, ponds,
small lakes, and reservoirs with
emergent basking sites;
adjacent uplands used for
nesting and during winter.
Not expected to occur. The study area does not support
permanent or intermittent aquatic habitat for this species.
Calimesa Creek bisects the study area; however, it is an ephemeral drainage that lacks slow-moving permanent or
intermittent flows.
Anniella stebbinsi southern
California legless
lizard
None/SSC None Coastal dunes, stabilized dunes,
beaches, dry washes, valley–
foothill, chaparral, and scrubs;
pine, oak, and riparian
woodlands; associated with
sparse vegetation and moist
sandy or loose, loamy soils.
Low potential to occur. Sparse vegetation and loamy soils are present. A known occurrence overlaps the study area; however, it is described as occurring north of the study area near Yucaipa Boulevard and 5th Street. There are numerous other occurrences within 5 miles of the study area (CDFW 2019); however, the majority of the study area has been developed for over 50 years, and the non-developed areas have been
substantially disturbed by mowing and tilling (Google Earth 2019 and NETROnline 2019).
ATTACHMENT F (CONTINUED)
12200
F-2 October 2019
Scientific Name Common Name Status (Federal/State) MSHCP Habitat Potential to Occur Arizona elegans
occidentalis
California glossy
snake
None/SSC None Commonly occurs in desert
regions throughout Southern
California. Prefers open sandy
areas with scattered brush. Also
found in rocky areas.
Not expected to occur. Open areas with scattered brush and rocky areas are present; however, this species commonly occur in desert regions. The nearest occurrence is approximately 7.6 miles northwest of the study area (CDFW 2019).
Aspidoscelis tigris
stejnegeri
San Diegan tiger
whiptail
None/SSC Covered Hot and dry areas with sparse
foliage, including chaparral,
woodland, and riparian areas.
Low potential to occur. Suitable woodland habitat with sparse understory is present; however, this small patch of habitat in the study area is isolated within an area that has been developed for over 50 years, and the non-developed areas have been substantially disturbed by mowing and tilling (Google Earth 2019 and NETROnline 2019). The nearest occurrence is
approximately 4.2 miles west of the study area (CDFW 2019).
Charina umbratica southern rubber
boa
None/ST Covered Montane oak–conifer and mixedconifer forests, montane chaparral, wet meadows; usually
in vicinity of streams or wet
meadows.
Not expected to occur. The study area is outside of the elevation range of the species; the species is known from the San Bernardino and San Jacinto Mountains. The nearest
known occurrence is approximately 2.7 miles east of the study area (CDFW 2019).
Crotalus ruber red diamondback
rattlesnake
None/SSC Covered Coastal scrub, chaparral, oak
and pine woodlands, rocky
grasslands, cultivated areas,
and desert flats.
Not expected to occur. The study area is located in a highly urbanized area, and lacks suitable rocky substrate, and open habitat to support this species. The nearest known occurrence is approximately 4.7 miles west of the study area (CDFW 2019).
Phrynosoma
blainvillii
Blainville’s horned
lizard
None/SSC Covered Open areas of sandy soil in
valleys, foothills, and semi-arid
mountains including coastal
scrub, chaparral, valley–foothill
hardwood, conifer, riparian,
pine–cypress, juniper, and
annual grassland habitats.
Low potential to occur. The study area supports a minimal amount of potentially suitable habitat (i.e., open sandy areas within Calimesa Creek); however, this small patch of habitat in the study area is isolated within an area that has been developed for over 50 years, and the non-developed areas have been substantially disturbed by mowing and tilling (Google Earth 2019 and NETROnline 2019). The nearest known
occurrence is approximately 4.8 miles southeast of the study area (CDFW 2019).
Salvadora
hexalepis virgultea
coast patch-nosed
snake
None/SSC None Brushy or shrubby vegetation;
requires small mammal burrows
for refuge and overwintering
sites.
Not expected to occur. The study area supports a minimal amount of brushy or shrubby vegetation to support this species; however, no small mammal burrows were observed during the September 2019 site visit. The nearest known occurrence is approximately 4.8 miles northeast of the study area (CDFW 2019).
ATTACHMENT F (CONTINUED)
12200
F-3 October 2019
Scientific Name Common Name Status (Federal/State) MSHCP Habitat Potential to Occur Thamnophis
hammondii
two-striped
gartersnake
None/SSC None Streams, creeks, pools, streams
with rocky beds, ponds, lakes,
vernal pools.
Not expected to occur. While Calimesa Creek does flow
through the study area, this feature does not support a rocky bed or perennial waters to support this species. The nearest known occurrence is approximately 6.8 miles north and west of the study area within the San Bernardino National Forest (CDFW 2019).
Birds
Agelaius tricolor
(nesting colony)
tricolored
blackbird
BCC/SSC, ST Covered Nests near freshwater, emergent
wetland with cattails or tules, but
also in Himalayan blackberry;
forages in grasslands,
woodland, and agriculture.
Not expected to nest due to lack of suitable wetland and marsh habitat. The nearest known occurrence is approximately 2.3 miles southwest of the study area (CDFW 2019).
Aquila chrysaetos
(nesting &
wintering)
golden eagle BCC/FP, WL Covered Nests and winters in hilly, open/semi-open areas, including
shrublands, grasslands,
pastures, riparian areas,
mountainous canyon land, open
desert rimrock terrain; nests in
large trees in open areas and on
cliffs in open areas and forages
in open habitats.
Not expected to nest. Low potential to forage. The study area lacks suitable nesting habitat (i.e., large trees in open areas and on cliffs in open areas). The study area has limited suitable open areas for foraging. The nearest occurrence is
approximately 1.5 miles south of the study area from San Timoteo Creek (CDFW 2019).
Athene cunicularia
(burrow sites &
some wintering
sites)
burrowing owl BCC/SSC Covered Nests and forages in grassland, open scrub, and agriculture,
particularly with ground squirrel
burrows.
Low potential to occur. Vacant lots within the eastern portion of the study area contain open habitat providing line-of-sight, and California ground squirrels and potentially suitable burrows were present. However, this small patch of habitat in the study area is isolated within an area that has been developed for over 50 years, and the non-developed areas have been substantially disturbed by mowing and tilling (Google Earth 2019 and
NETROnline 2019). The nearest known occurrence is
approximately 8.7 miles south of the study area (CDFW 2019).
Buteo swainsoni
(nesting)
Swainson’s hawk BCC/ST Covered Nests in open woodland and savanna, riparian, and in
isolated large trees; forages in
nearby grasslands and
agricultural areas such as wheat
and alfalfa fields and pasture.
Not expected to nest. Low potential to forage. The study area is outside the nesting range of the species; however, the species may roost and forage in the study area during migration. The nearest known occurrence is from 1900, considered possibly extirpated, and is approximately 1 mile south of the study area (CDFW 2019).
ATTACHMENT F (CONTINUED)
12200
F-4 October 2019
Scientific Name Common Name Status (Federal/State) MSHCP Habitat Potential to Occur Coccyzus
americanus
occidentalis
(nesting)
western yellowbilled cuckooFT, BCC/SE Covered Nests in dense, wide riparian woodlands and forest with welldeveloped understories.
Not expected to nest or forage. The study area does not support dense or wide riparian woodlands with well-developed understories to nest and/or winter. The nearest known
occurrence is approximately 11.1 miles west of the study area (CDFW 2019).
Cypseloides niger
(nesting)
black swift BCC/SSC Covered Nests in moist crevices, caves, and cliffs behind or adjacent to
waterfalls in deep canyons;
forages over a wide range of
habitats.
Not expected to nest or forage. The study area does not contain caves or cliffs within canyons and the nearest known occurrence is approximately 10.2 miles northeast of the study area (CDFW 2019).
Elanus leucurus
(nesting)
white-tailed kite None/FP Covered Nests in woodland, riparian, and individual trees near open lands;
forages opportunistically in
grassland, meadows, scrubs,
agriculture, emergent wetland,
savanna, and disturbed lands.
Low potential to nest and forage. The study area supports a minor amount of woodlands (i.e., eucalyptus/tree of
heaven/black locust groves and Fremont cottonwood forest) for this species to nest; however, the woodland lacks adjacent foraging habitat. There are three known occurrences within 2 miles of the study area within San Timoteo Canyon (CDFW 2019).
Empidonax traillii
extimus (nesting)
southwestern
willow flycatcher
FE/SE Covered Nests in dense riparian habitats
along streams, reservoirs, or
wetlands; uses variety of riparian
and shrubland habitats during
migration.
Not expected to occur. The study area does not contain dense riparian habitats that would support this species. The nearest known occurrence is approximately 5.2 miles south of the study area (CDFW 2019).
Haliaeetus
leucocephalus
(nesting &
wintering)
bald eagle FD, BCC/FP, SE Covered Nests in forested areas adjacent to large bodies of water,
including seacoasts, rivers,
swamps, large lakes; winters
near large bodies of water in
lowlands and mountains.
Not expected to nest or winter. The study area does not contain large bodies of water, dense riparian, or other suitable habitats that would support this species. The nearest known occurrence is approximately 17 miles north of the study area within the San Bernardino National Forest (CDFW 2019).
Icteria virens
(nesting)
yellow-breasted
chat
None/SSC Covered Nests and forages in dense,
relatively wide riparian
woodlands and thickets of
willows, vine tangles, and dense
brush.
Not expected to nest or forage. The study area does not contain dense, wide, riparian thickets that would support this species. The nearest known occurrence is approximately 2.6 miles south of the study area (CDFW 2019).
ATTACHMENT F (CONTINUED)
12200
F-5 October 2019
Scientific Name Common Name Status (Federal/State) MSHCP Habitat Potential to Occur Lanius
ludovicianus
(nesting)
loggerhead shrike BCC/SSC Covered Nests and forages in open habitats with scattered shrubs,
trees, or other perches.
Low potential to occur. The study area supports scattered shrubs and trees to support this species; however, this small patch of habitat in the study area is isolated within an area that has been developed for over 50 years, and the non-developed areas have been substantially disturbed (Google Earth 2019 and NETROnline 2019). The nearest known occurrence is
approximately 5.8 miles west of the study area (CDFW 2019).
Polioptila
californica
californica
coastal California
gnatcatcher
FT/SSC Covered Nests and forages in various
sage scrub communities, often
dominated by California
sagebrush and buckwheat;
generally avoids nesting in areas
with a slope of greater than
40%; majority of nesting at less
than 1,000 feet above mean sea
level.
Not expected to occur. The study area does not contain
suitable coastal scrub to support this species, and the study area is located outside of the species’ known elevation range.
The nearest known occurrence is approximately 7.5 miles north of the study area (CDFW 2019).
Progne subis
(nesting)
purple martin None/SSC Covered Nests and forages in woodland habitats including riparian,
coniferous, and valley foothill
and montane woodlands; in the
Sacramento region often nests
in weep holes under elevated
freeways.
Not expected to nest. Low potential to forage. The study area is outside the nesting range of the species; however, the species may roost and forage in the study area during migration. The nearest known occurrence is from 1910 and is approximately
5.3 miles south of the study area (CDFW 2019).
Setophaga
petechia (nesting)
yellow warbler BCC/SSC Covered Nests and forages in riparian and oak woodlands, montane
chaparral, open ponderosa pine,
and mixed-conifer habitats.
Low potential to occur. The study area supports a minor amount of woodlands (i.e., eucalyptus/tree of heaven/black locust groves and Fremont cottonwood forest that contain scattered oaks; however, this small patch of habitat in the study area is isolated within an area that has been developed for over 50 years (Google Earth 2019 and NETROnline 2019). The
nearest known occurrence is approximately 2.5 miles south of the study area within San Timoteo Creek (CDFW 2019).
Vireo bellii pusillus
(nesting)
least Bell’s vireo FE/SE Covered Nests and forages in low, dense riparian thickets along water or
along dry parts of intermittent
streams; forages in riparian and
adjacent shrubland late in
nesting season.
Not expected to nest or forage. The study area does not contain dense, wide, riparian thickets that would support this species. The nearest known occurrence is approximately 2.5 miles south of the study area within San Timoteo Creek (CDFW 2019).
ATTACHMENT F (CONTINUED)
12200
F-6 October 2019
Scientific Name Common Name Status (Federal/State) MSHCP Habitat Potential to Occur Fishes
Catostomus
santaanae
Santa Ana sucker FT/None Covered Small, shallow, cool, clear streams less than 7 meters (23
feet) in width and a few
centimeters to more than a
meter (1.5 inches to more than 3
feet) in depth; substrates are
generally coarse gravel, rubble,
and boulder.
Not expected to occur. The study area does not support
perennial aquatic habitat for this species. The nearest known occurrence is approximately 14 miles north of the study area (CDFW 2019).
Oncorhynchus
mykiss irideus
pop. 10
southern
steelhead -
southern
California DPS
FE/None None Clean, clear, cool, welloxygenated streams; needs relatively deep pools in migration
and gravelly substrate to spawn.
Not expected to occur. The study area does not support
perennial aquatic habitat for this species. The nearest known occurrence is possibly extirpated and approximately 7.4 miles north of the study area within the Santa Ana River (CDFW 2019).
Rhinichthys
osculus ssp. 3
Santa Ana
speckled dace
None/SSC None Headwaters of the Santa Ana
and San Gabriel Rivers; may be
extirpated from the Los Angeles
River system.
Not expected to occur. The study area does not support
perennial aquatic habitat for this species. The nearest known occurrence is approximately 5.2 miles north of the study area (CDFW 2019).
Mammals
Antrozous pallidus pallid bat None/SSC None Grasslands, shrublands, woodlands, forests; most
common in open, dry habitats
with rocky outcrops for roosting,
but also roosts in man-made
structures and trees.
Low potential to roost and forage. The study area supports man-made structures and trees for roosting and a minor
amount of open habitat (i.e., vacant ruderal lots) are present for foraging; however, the nearest known occurrence is
approximately 6.7 miles northwest of the study area (CDFW 2019).
Chaetodipus
californicus
femoralis
Dulzura pocket
mouse
None/SSC None Open habitat, coastal scrub,
chaparral, oak woodland,
chamise chaparral, mixedconifer habitats; disturbance
specialist; 0 to 3,000 feet above
mean sea level.
Low potential to occur. The study area is within the elevation range for this species, and marginal habitat is present.
However, this small patch of habitat in the study area is isolated within an area that has been developed for over 50 years, and the non-developed areas have been substantially disturbed by mowing and tilling (Google Earth 2019 and NETROnline 2019).
The nearest occurrence is approximately 10.2 miles southeast of the site (CDFW 2019).
ATTACHMENT F (CONTINUED)
12200
F-7 October 2019
Scientific Name Common Name Status (Federal/State) MSHCP Habitat Potential to Occur Chaetodipus fallax
fallax
northwestern San
Diego pocket
mouse
None/SSC Covered Coastal scrub, mixed chaparral,
sagebrush, desert wash, desert
scrub, desert succulent shrub,
pinyon–juniper, and annual
grassland.
Low potential to occur. Sparse habitat and stream terraces are present along Calimesa Creek and there are numerous
occurrences within 5 miles of the study area (CDFW 2018).
However, this small patch of habitat in the study area is isolated within an area that has been developed for over 50 years, and the non-developed areas have been substantially disturbed by mowing and tilling (Google Earth 2019 and NETROnline 2019).
Dipodomys
merriami parvus
San Bernardino
kangaroo rat
FE/SSC Covered Sparse scrub habitat, alluvial
scrub/coastal scrub habitats on
gravelly and sandy soils near
river and stream terraces.
Not expected to occur. The study area contains stream terraces within Calimesa Creek. However, the study area lacks suitable coastal scrub habitats to support this species, and it is located within a highly urbanized area. The nearest known occurrence is approximately 4.9 miles north of the study area (CDFW 2019).
Dipodomys
stephensi
Stephens’
kangaroo rat
FE/ST Covered Annual and perennial grassland
habitats, coastal scrub or
sagebrush with sparse canopy
cover, or in disturbed areas.
Not expected to occur. The study area contains disturbed areas; however, it lacks suitable coastal scrub habitats to support this species and is located within a highly urbanized area. The nearest known occurrence is approximately 4.8 miles north of the study area (CDFW 2019).
Eumops perotis
californicus
western mastiff
bat
None/SSC None Chaparral, coastal and desert
scrub, coniferous and deciduous
forest and woodland; roosts in
crevices in rocky canyons and
cliffs where the canyon or cliff is
vertical or nearly vertical, trees,
and tunnels.
Not expected to roost, low potential to forage. The study does not canyons or cliffs for roosting, but does contain a minor amount of woodlands for foraging. However, the nearest known occurrence is approximately 9.6 miles southwest of the study area (CDFW 2019).
Glaucomys
oregonensis
californicus
San Bernardino
flying squirrel
None/SSC Covered Coniferous and deciduous
forests, including riparian forests
Not expected to occur. The study area is outside of the species range; this species is known from the San Bernardino
Mountains with the nearest occurrence is 9.6 miles northeast of the study area (CDFW 2019).
Lasiurus xanthinus western yellow bat None/SSC None Valley–foothill riparian, desert riparian, desert wash, and palm
oasis habitats; below 2,000 feet
above mean sea level; roosts in
riparian and palms
Low potential to roost and forage. The study area supports Fremont cottonwood forest and scattered palms for roosting.
However, this small patch of habitat in the study area is isolated within an area that has been developed for over 50 years, and the non-developed areas have been substantially disturbed by mowing and tilling (Google Earth 2019 and NETROnline 2019).
The nearest occurrence is approximately 1 mile north of the site (CDFW 2019).
ATTACHMENT F (CONTINUED)
12200
F-8 October 2019
Scientific Name Common Name Status (Federal/State) MSHCP Habitat Potential to Occur Leptonycteris
yerbabuenae
lesser long-nosed
bat
FD/None None Sonoran desert scrub, semidesert grasslands, lower oak woodlands
Low potential to roost and forage. The study area supports a minimal amount of scattered oaks to support this species however, this small patch of habitat in the study area is isolated within an area that has been developed for over 50 years and the non-developed areas have been substantially disturbed by mowing and tilling (Google Earth 2019 and NETROnline 2019).
The nearest occurrence is approximately 1 mile north of the site (CDFW 2019).
Lepus californicus
bennettii
San Diego blacktailed jackrabbitNone/SSC Covered Arid habitats with open ground; grasslands, coastal scrub,
agriculture, disturbed areas, and
rangelands.
Not expected to occur. The study area supports disturbed areas and some open habitats (i.e., Calimesa Creek and vacant lots); however, the study area is located in a highly urbanized area.
The nearest occurrence is approximately 5.2 miles south of the study area (CDFW 2019).
Neotoma lepida
intermedia
San Diego desert
woodrat
None/SSC Covered Coastal scrub, desert scrub,
chaparral, cacti, rocky areas.
Not expected to occur. The study area does not contain
suitable habitat to support this species and is located in a highly urbanized area. The nearest occurrence is approximately 3.9 miles north of the study area (CDFW 2019).
Nyctinomops
femorosaccus
pocketed freetailed batNone/SSC None Pinyon–juniper woodlands, desert scrub, desert succulent
shrub, desert riparian, desert
wash, alkali desert scrub,
Joshua tree, and palm oases;
roosts in high cliffs or rock
outcrops with drop-offs, caverns,
and buildings.
Not expected to roost or forage. The study area does not contain suitable desert habitat or dense palm oasis to support foraging and does not contain rock outcrops or caverns for roosting. The nearest occurrence is approximately 10.4 miles northwest of the study area (CDFW 2019).
Onychomys
torridus ramona
southern
grasshopper
mouse
None/SSC None Grassland and sparse coastal
scrub.
Low potential to occur. The study area does not support coastal scrub, but does contain open areas with some cover of grasses (i.e., Calimesa Creek and vacant lots); However, this small patch of habitat in the study area is isolated within an area that has been developed for over 50 years, and the non-developed areas have been substantially disturbed by mowing and tilling (Google Earth 2019 and NETROnline 2019). The nearest
occurrence is approximately 4.8 miles northwest of the study area (CDFW 2019).
Perognathus
alticolus alticolus
white-eared
pocket mouse
None/SSC None Arid ponderosa pine
communities
Not expected to occur. The study area lacks suitable ponderosa pine communities to support this species. The nearest
occurrence is approximately 17 miles northwest of the study area (CDFW 2019).
ATTACHMENT F (CONTINUED)
12200
F-9 October 2019
Scientific Name Common Name Status (Federal/State) MSHCP Habitat Potential to Occur Perognathus
longimembris
brevinasus
Los Angeles
pocket mouse
None/SSC Covered Lower-elevation grassland,
alluvial sage scrub, and coastal
scrub.
Not expected to occur. The study area lack suitable habitat to support this species and is located in a highly urbanized area.
The nearest occurrence is approximately 5.3 miles east of the study area (CDFW 2019).
Taxidea taxus American badger None/SSC None Dry, open, treeless areas; grasslands, coastal scrub,
agriculture, and pastures,
especially with friable soils.
Not expected to occur. The study area is located in a highly urbanized area and does not contain adequate open habitat to support this species. The nearest occurrence is approximately
7.3 miles northeast of the study area (CDFW 2019).
Status Legend
Federal
BCC: USFWS – Birds of Conservation Concern
FD: Federally delisted; monitored for 5 years
FE: Federally listed as endangered
FT: Federally listed as threatened
State
FP: CDFW Fully Protected Species
SE: State listed as endangered
ST: State listed as threatened
SSC: California Species of Special Concern
MSHCP: Western Riverside County Multiple Species Conservation Plan
ATTACHMENT F
SPECIAL-STATUS WILDLIFE SPECIES DETECTED OR POTENTIALLY OCCURRING IN THE STUDY AREA 12200
F-10 October 2019
INTENTIONALLY LEFT BLANK
APPENDIX C
Cultural Resources Report
908 Park Avenue ⬧ Calimesa, California 92320 ⬧ (909) 795-9801 City of Calimesa
908 Park Avenue ⬧ Calimesa, California 92320
Phone (909) 795-9801 ⬧ Fax (909) 795-4399
http://www.cityofcalimesa.net
March 25, 2020
TKE Engineering, Inc.
Attn: Steve Ledbetter, P.E.
2305 Chicago Avenue
Riverside, CA 92507
RE: Summary of Formal Notification of a Decision to Undertake a Project, and Notification of Consultation Opportunity, pursuant to Public Resources Code § 21080.3.1 (Tribal Cultural Resources under the California Environmental Quality Act, AB 52. Gatto, 2014) for the Calimesa Channel Stage 3 Project.
Dear Mr. Ledbetter:
Per your email request dated August 30, 2019, the City of Calimesa initiated tribal consultation, pursuant to Assembly Bill 52 (AB 52), for the Calimesa Channel Stage 3 Project. The City of Calimesa provided “Notice of Opportunity to Consult” letters dated November 25, 2019 (Attachment A) to Tribes as identified by the City of Calimesa as Native American tribes that have requested to be noticed of potential projects in the area. Letters were sent certified mail with return receipt requested from the City to five (5) Tribes: Morongo Band of Mission Indians, Pechanga Band of Luiseño Indians, San Manuel Band of Mission Indians, Soboba Band of Luiseño Indians, and the Torres Martinez Desert Cahuilla Indians.
The following Tribe(s) responded in writing to City of Calimesa’s AB 52 request for input:
• San Manuel Band of Mission Indians
The SMBMI requested to have an archaeological and Tribal monitoring on site during all ground-disturbing activities.
Mitigation measures MM CR 1, and MM TCR 1 through MM TCR 3 are provided herein.
Please incorporate these mitigation measures in the project environmental document as requested and provide the project environmental document to SMBMI for review prior to public circulation.
Calimesa Creek - AB 52 Consultation Memo
March 25, 2020