Item E-6 Link — Beverly Hills City Council, July 19, 2022 (part 2 of 2)

Cheval Blanc - Construction and Operalloi^sr South Coast Air Basin. Winter Date: 2/23/2022 11:35 AM
tbIVehicleTrips ; ST_TR 94.36
•

87.96 tbIVehicleTrips ; ST_TR 42.04 1 35.81tbIVehicleTrips i SU_TR 26.73 1 1 8.12
tbIVehicleTrips ;
•
SU_TR 5.95 1
1 6.09
tbIVehicleTrips ;
•
SU_TR 72.16 1
1 67.26
tbIVehicleTrips ;
m
SU_TR 20.43 1{ 17.40
tbIVehicleTrips ; WD_TR 32.93 1{ 10.00
tbIVehicleTrips ;
•
WD_TR aT7 1 8.36
tbIVehicleTrips ;
m
WD_TR 89.95 T 83.84
tbIVehicleTrips j WD_TR 44.32
•

37.76 2.0 Emissions Summary

2.1 Overall Construction (Maximum Daily Emission)
Unmitigated Construction
eoG NOx CO S02 Fugitive". (
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
El-Jiaust
' PM2.5
PM2.5
Total
Bio- C02 NBio- C02 Total C02 CH4 N20 C02e,
Year lb/day
■ 'it
(b/(Jay
2022- . ;;>i; 5:805li''
2023 -■ 7.5279
• I
,'106.7926
100.6717

51.460977.4313

0.34210.4160

10.3603

17.3951

1.4287

1.8693

11.789019.2644

2.5615

4.5377
! i(.34S0

1.7717

3.91046.3094

0.0000
' 0.0000 "
36,341.23 ■ 36,341.23
55 ; 55
43,799.90 43,799.90
14 I 14

3.5987

4.4777

0.00000.0000
36,431.20
18 «,9i"tM*
45 2024 » 4.4329
■1■ 1

20.5893 38.4408 0.1072 7.5854 0.7368 8.3222 2.0189 0.7060 2.7249 0.0000 'o.booo'"
10,598.05 " 10,598.05
31 ; 31
1 0.7848 0.0000 10,617.67
25 i6,273'6V
33 2025
■■
■ 22.271011

31.6565 58.6421 0.1638 11.7535 1.1322 12.8858 3.1302 1.0752 4.2053 16,241.25 ' 16,241.25 12 ! 12
1 1.2945 0.0000
Maximum 22.2710 108.7926 77.4313 0.4160 17.3951 1.8693 19.2644 4.5377 1.7717 6.3094 0.0000 43,799.90 14 43,799.90
14 4.4777 0.0000 43,911.84
45 CalEEMod Version: CalEEMod.2016.3.2 Page 7 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

2.1 Overall Construction (Maximum Daily Emission)
Mitigated Construction
ROG NOx CO S02 Fugitive
PM10<
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust PM2.5
Total
Bi0-CO2 NBio-C02 Total C02 CH4 N20 C02e
Year lb/day lb/(lay
2022 5.8051 106.7926 51.4609 0.3421 10.3603 1.4287 11.7890 2.5615 j|.3490 3.9104 0.0000 36,341.23 55 36,341.23
55 3.5987 0.0000 36,431.20
18 2023 7.5279 100.6717 77.4313 0.4160 17.3951 1.8693 19.2644 4.5377 1.7717 6.3094 0.0000 43,799.90 14 43,799.90
14 4.4777 0.0000 43,911.84
45 2024 4.4329 20.5893 38.4408 0.1072 7.5854 0.7368 8.3222 2.0189 0.7060 2.7249 0.0000 10,598.05 31 10,598.05
31 0.7848 0.0000 10,617.67
25 2025 22.2710 31.6565 58.6421 0.1638 11.7535 1.1322 12.8858 3.1302 1.0752 4.2053 0.0000 16,241.25 12 16,241.25
12 1.2945 0.0000 16,273.61
33 Maximum 22.2710 108.7926 77.4313 0.4160 17.3951 1.8693 19.2644 4.5377 1.7717 6.3094 0.0000 43,799.90 14 43,799.90
14 4.4777 0.0000 43,911.84
45 ROG NOx CO 802 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio-002 NBio-C02 Total C02 CH4 N20 C02e
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 ,4 . f- S rt^^ i * i
CalEEMod Version: CalEEMod.2016.3.2 Page 8 of 44
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter Date: 2/23/2022 11:35 AM .

2.2 Overall Operational
Unmitigated Operational
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBio- C02 Total C02 CH4 N20 C02e
Category lb/day Ib/day
Area 4.9702 a.soooe004 0.0387 0.0000 1.4000e- 004 1.4000e- 004 1.4000e- 004 1.4000e- 004 0.0831 0.0831 2.2000e- 004 0.0885 Energy 0.2870 2.6089 2.1915 0.0157 0.1983 0.1983 0.1983 0.1983 3,130.723 8 3,130.723
8 0.0600 0.0574 3,149.328
1 Mobile 4.5737 21.3488 45.8921 0.1812 17.0471 0.1380 17.1851 4.5595 0.1281 4.6876 18,540.54 34 18,540.54
34 0.8857 18,562.68
64 Total 9.8308 23.9581 48.1223 0.1969 17.0471 0.3364 17.3835 4.5595 0.3265 4.8860 21,671.35 03 21,671.35
03 0.9460 0.0574 21,712.10
30 Mitigated Operational
- ■ I '- ' - ; ■i. ' ' . .(
ROG NOx CO S02 Fugitive
PMIOl
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Ekhaust
PM2.5
PM2.5
Total
BIO-C02 NBio- C02 Total C02 CH4 N20 C02e
Category lb/day Ib/day
Area 4.9702 3.5000e004 0.0387 0.0000 1.4000e- 004 1.4000e- 004 1.4000e- 004 1.4000e- 004 0.0831 0.0831 2.2000e- 004 0.0885 Energy
Mobile

0.28704.2867

2.6089

19.7902

2.1915

38.8324

0.0157

0.1460 13.3757

0.19830.1135

0.1983

13.4891 3.5775

0.1983

0.1053

0.1983

3.6828
1 3,130.723
8 14,949.00
34 3,130.723
8 14,949.00
34 0.0600

0.7505

0.0574 3,149.328
1 i4.967"7V
67 Total
I

9.5439 22.3995 41.0626 0.1617 13.3757 0.3119 13.6876 3.5775 0.3037 3.8812 18,079.81 03 18,079.81
03 0.8108 0.0574 18,117.18
33 CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter ROG NOx CO S02 Fugitive
PMid
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhatist!
PM2.5
PM2.5
Total
BIO-C02 NBIO-C02 Total C02 CH4 N20 C02e
Percent
Reduction

2.92 6.51 14.67 17.88 21.54 7.29 21.26 21.54 6.98 20.56 0.00 16.57 16.57 14.29 0.00 16.56

3.0 Construction Detail
Constructlbri Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Phase 1 - Demolition ; Demolition 11/1/2022 j 11/30/2022 j
5{ 22
J
2 Phase 1 - Grading ^Grading
•
12/1/2022 ; 1/15/2023
1 5
4 5
4 5
J
32 3 Phase 1 - Building Construction "Building Construction •
1/16/2023 | 6/15/2023
1 109
23 82
544
1 4 Phase 2 - Demolition ; Demolition 5/1/2023 15/31/2023 J J
5 Phase 2 - Excavation Grading
Building Construction
6/1/2023 {9/23/2023 | 5
972472023 "{11/3072023 "I "5
1 j
6 Phase 2 - Garage Construction
7 Phase 2 - Hotel Construction ;Building Construction 12/1/2023 {12/31/2025 { 5 J J J
8 Architectural Coating "Architectural Coating 7/1/2025 {12/31/2025 5{ 132 9 Paving ; Paving 10/1/2025 {12/31/2025 ; 5; 66
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 0Acres of Paving: 1.6 Residential Indoor: 0; Residential Outdoor: 0; Non-Resldentlal Indoor: 331,425; Non-Resldentlal Outdoor: 110,475; Striped Parking Area: 4,272 (Architectural Coating - sqft)
OffRoad Equipment
Phase Name Offroad Equipment Type | Amount 1 Usage Hours 1 Horse Power 1 Load Factor Phase 1 - Demolition ^ i . . ^ {Concrete/Industrial Saws ; 09 b
.

0.73 CalEEMod Version: CalEEMod.2016.3.2 Page 10 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter Phase 1 - Demolition ■Excavators ■
■ 1
2 8.00; 158-
1 0.38
Phase 1 - Demolition ;Paving Equipment ' 2 8.00; 132; 0.36Phase 1 - Demolition jRubber Tired Dozers « 0 8.00; 247; 0.40Phase 1 - Demolition "Rubber Tired Dozers ■ ■ 1
1 8.00 ■
1 203; 0.36
Phase 1 - Demolition ;Tractors/Loaders/Backhoes > 1 8.00« 1 97; 0.37
Phase 1 - Grading ^Bore/Drill Rigs • 2 8.00 >
1 221; 0.50
Phase 1 - Grading ^Cranes • 2 8.00 •
1 231; 0.29
Phase 1 - Grading ■Excavators >
■ 1
2 8.001
1 158; 0.38
Phase 1 - Grading •Graders i
■ 1
0 8.001
1 187; 0.41
Phase 1 - Grading ; Pumps i 2 8.00; 84; 0.74Phase 1 - Grading •Rubber Tired Dozers > • 1
0 8.00; 247; 0.40
Phase 1 - Grading ^Tractors/Loaders/Backhoes. > 2 ■T 8.00' 97; 0.37Phase 1 - Building Construction jAerial Lifts • 2 8.00; 63; 0.31 Phase 1 - Building Construction •Cranes ■
■ 1
1 8.00; 231; 0.29
Phase -j - Buildiyg ^Construction •Forklifts « 0 8.00' 89; 0.20Phase 1 • Building Construction ■Generator Sets , • ■ 1 ■ f
0 8.00'
1 84; 0.74
Phase 1 - Building Construction ; Pumps • 2 8.00; 84; 0.74Phase 1 - Building Construction jRough Terrain Forklifts • ■ 1
1 o'.OO'
1 100; 0.40
Phase 1 - Building Construction ■ T ractors/Loaders/Backhoes • • 1 • ■
2 8.00; 97; 0.37
Phase 1 - Building Construction •Welders • • 1 1 8.00'1 46; 1 0.45
Phase 2 - Demolition ■Concrete/Industrial Saws ■
■ 1• 1
1 8.00; 81; 0.73
Phase 2 - Demolition •Excavators • 2 8.00'
1 158; 0.38
Phase 2 - Demolition ;Paving Equipment • 2 8.00'
1 132; 0.36
Phase 2 - Demolition ■Rubber Tired Dozers • 0 8.00; 247; 0.40 Phase 2 - Demolition ; Rubber Tired Loaders • 1 8".00'
1 203; 0.36
Phase 2 - Demolition ■ T ractors/Loaders/Backhoes • 1 8.00; 97; 0.37Phase 2 - Excavation ;Bore/Drill Rigs 2; 8.00; 221; 0.50 Lit-
CalEEMod Version: CalEEMod.2016.3.2 Page 11 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter Phase 2 - Excavation •Cranes ■
■
2'
t

8.00' 231-
1 0.29
Phase 2 - Excavation •Excavators « ■ 1
■ 1

8.00' 158; 0.38
Phase ^ - Excavation jGraders •
. g 1 1:... 8.001 187; 0.41
Phase 2 - Excavation ; Pumps 1
• 1
2I
1 8.00; 84; 0.74
Phase 2 - Excavation •Rubber Tired Dozers •
• 1• ■
"I 8.00' 247; 0.40
Phase 2 - Excavation •Tractors/Loaders/Backhoes ■
• 1 2I1 8.00 • 97; 0.37
Phase 2 - Garage Construction •Aerial Lifts • • 1
■ 1

8.00 • 63; 0.31
Phase 2 - Garage Construction jCranes [ "^1 8.001 231; 0.29 Phase 2 - Garage Construction jForklifts j o1
1 8.00 • 89; 0.20
Phase 2 - Garage Construction •Generator Sets « * 1
■ 1
"1 8.001 84; 0.74
Phase 2 - Garage Construction ; Pumps "
J

8.00; 84; 0.74
Phase 2 - Garage Construction ;Rough Terrain Forklifts ' 1\ 8.00; 100; 0.40 Phase 2 - Garage Construction jTractors/Loaders/Backhoes • 2l J

8.00; 97;
1 0.37
Phase 2 - Garage Construction ■Welders « ■ 1
■ I
1 8.001 46;
1 0.45
Phase 2 - Hotel Construction •Aerial Lifts ■ 2I
J

8.00 > 63; 0.31
Phase 2 - Hotel Construction ;Air Compressors •
■ ■

8.00 i 78; 0.48
Phase 2 - Hotel Construction •Concrete/Industrial Saws ■ • 1 J 8.00- 81; 0.73
Phase 2 - Hotel Construction jCranes | J 8.00 > 231; 0.29Phase 2 - Hotel Construction •Forklifts • • 1■ ■
2I
J 8.00; 89; 0.20
Phase 2 - Hotel Construction ; Generator Sets •
1 8.00; 84; 0.74
Phase 2 - Hotel Construction ■ Tractors/Loaders/Backhoes • ■ 1 l1 , 1 . 8.00; 97; 0.37
Phase 2 - Hotel Construction ; Welders • 8.00'
1 46; 0.45
Architectural Coating •Aerial Lifts •" ■ 1 :] 8.00'1 63; 0.31 ArchitecturaliCoating ;Air Compressors • 6.00' ■
78; 0.48
Paving •Cement and Mortar Mixers •" ■ 1
■ 1

8.00'
•
9; 0.56
Paving ■Pavers • 0] 8.00; 130; 0.42Paving ; Paving Equipment ; 1; 8.00; 132- 0.36 I. w
CalEEMod Version: CalEEMod.2016.3.2 Page 12 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter Paving •Rollers ■ t 1'I 8.00; 80; 0.38Paving jTrenchers • l; 8.00; 78; 0.50 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
i Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Phase 1 - DemolitionPhase 1 - Grading
7i 50.00
1 60.00
'i2b."o"o
J
124.00; 14.70 40.00j 20.00jLD_Mix
1 1
HHDT
hhd't
HHDT
10i 136.00 HHDT
1 4,321.00; 14.70 40.001 20.00 |LD_Mix
Phase 1 - Building ; 9j 200.00 100.00 j 0.00 \ 14.70 6.90 j 20.00 iLD.Mix "HHDT 1 j _j HHDT Phase 2 - Demolition ; 7j 50.00 60.001 135.00 J

40.001 20.00 |LD_Mix jHHDT HHDT
Phase 2 - Excavation ; 10; 136.00 120.001 11,295.00; 14.70 J [

40.ooi io.oblLb Mix IhIhot
J 1
HHDT
Phase 2 - GaragePhase 2 - Hotel
; 1 9j 200.00 100.00

50.00 J

0.00; 14.70 1 6.90 J 20.00; LD_Mix ! 1 1 HHDT
HbY_Mix
HHDT
10 j 650.00 0.00; 14.70 HHDT
___l

6.901 20.00 ;LD_Mix
Architectural Coating ; 3| 300.00 20.00 j 0.00; 14.70 6.90 j 20.00 iLD Mix iHDT Mix L : " ! - HHDT
Paving ; 4; 50.00 20.00; 0.00; 14.70; 6.90; 20.00; LD_Mix ;HDT_Mix ;HHDT

3.1 Mitigation Measures Construction
Water Exposed Area
■ Hi. I
f i I
CalEEMod Version: CalEEMod.2016.3.2

3.2 Phase 1 - Demolition - 2022
Unmitigated Construction On-Site

Page 13 of 44 ends

Cheval Blanc - Construction and Operatiojis - South Coast Air Basin, Winter Date: 2/23/2022 11:35 AM
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBio- C02 Total C02 CH4 N20 C02e
Category lb/jay Ib/day
Fugitive Dust
Off-Road 1 1.S029 18.0105 20.1544 0.0342

1.2215 0.0000

0.8904

1.2215

0.8904

0.1850 0.0000

0.8312

0.1850

0.8312 3,294.609
2 0.0000
3,294.609
2 0.9062

0.0000
3,3i7".264"
0 Total 1.9029 18.0105 20.1544 0.0342 1.2215 0.8904 2.1119 0.1850 0.8312 1.0161 3,294.609 2 3,294.609
2 0.9082 3,317.264
0 Unmitigated Construction Off-Site
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
P1VI2.5
Exhaust
PM2.5

1. PM2.5
Total
Bio- C02 NBI0-CO2 Total C02 CH4 N20 C02e
Category , v , lb/day ■ ivi; .' , Ib/(lay :' . /
Hauling 1 0.0418 1.3681 0.3395 4.l900e003 0.0984 4.0000e- 003 0.1024 0.0270 3.8300e- 003 0.0308 456.0259 456.0259 0.0338 456.8696 Vendor . • 0.7911 23.9522 6.3716 0.0839 2.0946 0.0828 2.1775 0.5738 T6792 0.6531 9,130.730 4 9,130.730
4 0.6108 9,145.999
3 Worker I 0.2169 0.1354 1.5687 5.0200e003 0.5589 4.0200e- 003 0.5629 0.1482 3.7000e- 003 0.1519 500.4894 500.4894 0.0126 500.8047 Total 1.0498 25.4556 8.2798 0.0931 2.7520 0.0908 2.8428 0.7490 0.0868 0.8358 10,087.24 57 10,087.24
57 0.6571 10,103.67
36 CalEEMod Version: CalEEMod.2016.3.2 Page 14 of 44 Date: 2/23/202211:35 AM

3.2 Phase 1 - Demolition - 2022
Mitigated Construction Qn-Site
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter ROG NOx CO S02 Fugitive
PM10
Extiaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
BIo- C02 NBI0-CO2 Total C02 CH4 N20 C02e
Category Ib/day 'r IbAlay -<
Fugitive Dust • 1.2215 0.0000 1.2215 0.1850 0.0000 0.1850 0.0000 0.0000 Off-Road ;1 1.9029 18.0105 2ai544 0.0342 0.8904 0.8904 0.8312 0.8312 0.0000 3,294.609 2 3,294.609
2 0.9062 3,317.264
0 Total 1.9029 18.0105 20.1544 0.0342 1.2215 0.8904 2.1119 0.1850 0.8312 1.0161 0.0000 3,294.609 2 3,294.609
2 0.9062 3,317.264
0 Mitigated Constructicin Off-Site
■
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
BIO-C02 NBI0-CO2 Total C02 CH4 N20 C02e
Category Ib/day lb/(Jay
Hauling • 0.0418 1.3681 0.3395 4.1900e003 0.0984 4.0000e- 003 0.1024 0.0270 3.8300e- 003 0.0308 456.0259 456.0259 0.0338 456.8696 Vendor « 0.7911 23.9522 6.3716 0.0839 2.0946 0.0828 2.1775 0.5738 0.0792 0.6531 9,130.730 4 9,130.730
4 0.6108 9,145.999
3 Worker ■
■■

0.2169 0.1354 1.5687 5.0200e003 0.5589 4.0200e- 003 0.5629 0.1482 3.7000e- 003 0.1519 i 500.4894 500.4894 0.0126 500.8047 Total 1.0498 25.4556 8.2798 0.0931 2.7520 0.0908 2.8428 0.7490 0.0868 0.8358 10,087.24 57 10,087.24
57 0.6571 10,103.67
36 CalEEMod Version: CalEEMod.2016.3.2 Page 15 of 44 Date: 2/23/2022 11:35 AM

3.3 Phase 1 - Grading - 2022
Unmitigated Construction On-Site
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2J5
PM2.5
Total
Bio- C02 NBio-C02 Total C02 CH4 N20 C02e
Category Ib/day Ib/day
Fugitive Dust 1.4809 0.0000 1.4809 0.1652 0.0000 0.1652 0.0000 0.0000 Oft-Road ; 2.6323 25.7443 26.3168 0.0601 1.1564 1.1564 1.0888 1.0888 5,793.359 9 5,793.359
9 1.5343 5,831.716
7 Total 2.6323 25.7443 26.3168 0.0801 1.4809 1.1564 2.6373 0.1652 1.0888 1.2540 5,793.359 9 5,793.359
9 1.5343 5,831.716
7 Unmitigated Construction Off-Site
r ■ ^ )
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBIo- C02 Total C02 CH4 N20 C02e
Category" r i ' ' lb/day .f-'. lb/{lay • • • ■,
Hauling ; 1.0007 32.7758 8.1339 0.1004 3.1699 0.0958 3.2657 0.8454 0.0917 0.9371 10,925.08 36 10,925.08
36 0.8086 10,945.29
77 Vendor ; 1.5823 47.9043 12.7433 0.1679 4.1893 0.1656 4.3549 1.1477 0.1584 1.3061 18,261.46 07 18,261.46
07 1.2215 18,291.99
87 Worker ; 0.5899 0.3682 4.2668 0.0137 1.5202. 0.0109 1.5311 0.4032 0.0101 0.4132 1,361.331 2 1,361.331
2 0.0343 1,362.188
7 Total 3.1728 81.0483 25.1440 0.2820 8.8794 0.2724 9.1517 2.3963 0.2602 2.6564 30,547.87 56 30,547.87
56 2.0644 30,599.48
SO
CalEEMod Version: CalEEMod.2016.3.2 Page 16 of 44 Date: 2/23/2022 11:35 AM

3.3 Phase 1 - Grading - 2022
Mitigated Construction Qn-Site
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter ROG NOx CO S02 Fugitive
PM10
Exfiaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBIO-C02 Total C02 CH4 N20 C02e
Categoiy lb/day . ■ t--" ibAlay
Fugitive Dust 1.4809 0.0000 1.4809 0.1652 0.0000 0.1652 0.0000 0.0000 Off-Road ; 2.6323 25.7443 26.3168 0.0601 1.1564 1.1564 1.0888 1.0888 0.0000 5,793.359 9 5,793.359
9 1.5343 5,831.716
7 Total 2.6323 25.7443 26.3168 0.0601 1.4809 1.1564 2.6373 0.1652 1.0888 1.2540 0.0000 5,793.359 9 5,793.359
9 1.5343 5,831.716
7 Mitigated Constructi(>n Off-Site
/
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio-C02 NBio- C02 Total C02 CH4 N20 C02e
Category ib/(lay ib/clay
Hauling ; 1.0007 32.7758 8.1339 0.1004 3.1699 0.0958 3.2657 0.8454 0.0917 0.9371 10,925.08 36 10,925.08
36 0.8086 10,945.29
77 Vendor I 1.5823 47.9043 12.7433 0.1679 4.1893 0.1656 4.3549 1.1477 0.1584 1.3061 18,261.46 07 18,261.46
07 1.2215 18,291.99
87 Worker ; 0.5899 0.3682 4.2668 0.0137 1.5202 0.0109 1.5311 0.4032 0.0101 0.4132 1,361.331 2 1,361.331
2 0.0343 1,362.188
7 Total 3.1728 81.0483 25.1440 0.2820 8.8794 0.2724 9.1517 2.3963 0.2602 2.6564 30,547.87 56 30,547.87
56 2.0644 30,599.48
50 CalEEMod Version: CalEEMod.2016.3.2 Page 17 of 44 Date: 2/23/2022 11:35 AM

3.3 Phase 1 - Grading - 2023
Unmitigated Construction On-Site
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter ROG I^JOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Totai
Fugitive
PM2.5
Exhaust
PM2.5
PIW2.5
Totai
Bio- 002 NBio- 002 Totai 002 0H4 N20 002e
Category lb/jay Ib/day
Fugitive Dust 1.4809 0.0000 1.4809 0.1652 0.0000 0.1652 0.0000 0.0000 Off-Road ; 2.4688 23.3845 26.1633 0.0602 1.0237 1.0237 0.9634 0.9634 5,797.878 4 5,797.878
4 1.5292 5,836.107
3 Total 2.4688 23.3845 26.1633 0.0602 1.4809 1.0237 2.5046 0.1652 0.9634 1.1286 5,797.878 4 5,797.878
4 1.5292 5,836.107
3 !
Unmitigated Construction Off-Site
, ■ - 7 ■■ ■ ■ ■ - 7
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Totai
Fugitive
PM2.5;
Exhaust .1
, PM2.5,'
, PM2.5
Total
i i
Bio-002 NBIO-C02 Totai 002 0H4 N20 002e /
Category Ib/ijay Ib/day
Hauling ; 0.6576 21.0177 7.3037 0.0961 6.2860 0.0398 6.3259 1.6103 0.0381 1.6484 10,478.26 67 10,478.26
67 0.7472 10,496.94
75 Vendor ; 1.0320 28.5916 11.5655 0.1607 4.1893 0.0676 4.2568 1.1477 0.0646 1.2123 17.522.38 33 17,522.38
33 1.1571 17,551.31
16 Worker 1 0.5564 0.3331 3.9328 0.0131 1.5202 0.0106 1.5308 0.4032 9.8000e003 0.4130 1,310.621 9 1,310.621 9 0.0309 1,311.394 5 Total 2.2459 49.9423 22.8020 0.2699 11.9955 0.1180 12.1135 3.1611 0.1125 3.2736 29,311.27 19 29,311.27
19 1.9353 29,359.65
36 CalEEMod Version: CalEEMod.2016.3.2 Page 18 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

3.3 Phase 1 - Gradihg - 2023
Mitigated Construction On-Site
ROG NOX CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust'
PM2.5
PM2.5
Total
BiO-C02 NBio-C02 Total C02 CH4 N20 C02e .

Category lb/day IbAJay
Fugitive Oust 1.4809 0.0000 1.4809 0.1652 0.0000 0.1652 0.0000 0.0000 Off-Road ; 2.4688 23.3845 26.1633 0.0602 1.0237 1.0237 0.9634 0.9634 0.0000 5,797.878 4 5,797.878
4 1.5292 5,836.107
3 Total 2.4688 23.3845 26.1633 0.0802 1.4809 1.0237 2.5046 0.1652 0.9634 1.1286 0.0000 5,797.878 4 5,797.878
4 1.5292 5,836.107
3 Mitigated Constructu)n Off-S'te
ROG NOx CO S02 Fugitive
Pfyno
Exhaust
PM10
PM10
Total
Fugitive
Pl^2.5
Exhaust
Pl^2.5
PM2.5
Total
Bio- C02 NBIO- C02 Total C02 CH4 N20 C02e
Category ib/day Ib/<lay
Hauling • 0.6576
•
1 21.0177 7.3037 0.0961 6.2860 0.0398 6.3259 1.6103 0.0381 1.6484 10,478.26 67 10,478.26
67 0.7472 10,496.94
75 Vendor 1 1.0320 28.5916 11.5655 0.1607 4.1893 0.0676 4.2568 1.1477 0.0646 1.2123 17,522.38 33 17,522.38
33 1.1571 17,551.31
16 Worker • 0.5564
t

0.3331 3.9328 0.0131 1.5202 0.0106 1.5308 0.4032 9.8000e003 0.4130 1,310.621 9 1,310.621 9 0.0309 1,311.394 5 Total 1 2.2459 49.9423 22.8020 0.2699 11.9955 0.1180 12.1135 3.1611 0.1125 3.2736 29,311.27 19 29,311.27
19 1.9353 29,359.65
36 CalEEMod Version: CalEEMod.2016.3.2 Page 19 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

3.4 Phase 1 - Building Construction - 2023
Unmitigated Construction On-Slte
ROG IvfOx CO S02 Fugitive
Pl\/110
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- 002 NBio- C02 Total 002 CH4 N20 C02e
Category lb/day lb/<lay
Off-Road
II
I
• 1.7392
■■
1 16.2790 19.8969 0.0345 0.6992 0.6992 0.6692 0.6692 3,274.562 i 3,274.562 3 I 3

0.6686 • 3,291.277
; 2
•
Total 1.7392 16.2790 19.8969 0.0345 0.6992 0.6992 0.6692 0.6692 3,274.562 3 3,274.562
3 0.6686 3,291.277
2 Unmitigated Construction Off-Site
ROG NOx CO S02 Fugitive
PH/110
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
BIO-C02 NBio-C02 Total C02 CH4 N20 C02e
Category lb/jay Ib/(lay
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 Vendor 1 0.2427 10.1539 2.6389 0.0301 0.6040 0.0120 0.6159 0.1656 0.0114 0.1771 3,278.305 1 3,278.305
1 0.2842 3,285.411
1 Worker j 0.8182 0.4898 5.7835 0.0193 2.2355 0.0157 2.2512 0.5929 0.0144 0.6073 1,927.385 2 1,927.385
2 0.0455 1,928.521
4 Total 1.0609 10.6437 8.4224 0.0494 2.8395 0.0276 2.8671 0.7585 0.0259 0.7843 5,205.690 2 5,205.690
2 0.3297 5,213.932
5 CalEEMod-Version: CaIEEMod.2016,3.2 Page 20 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

3.4 Phase 1— Building Construction - 2023
Mitigated Construction On-Slte
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PI^IO
Total
Fugitive
PM2.5
Exhaust
PIVI2.5
PM2.5
Total
Bio- 002 NBIo- 002 Total 002 CH4 N20 C02e
Category lb/day lb/<lay
Off-Road
■■
• 1.7392
t

16.2790 19.8969 0.0345 0.6992 0.6992 0.6692 0.6692 0.0000 3.274.562 3 3,274.562
3 0.6686 ; 3,291.277
2 Total 1.7392 16.2790 19.8989 0.0345 0.6992 0.6992 0.6692 0.6692 0.0000 3,274.562 3 3,274.562
3 0.6686 3,291.277
2 Mitigated Construction Off-Site
ROG NOx CO S02 Fugitive
Piyiio
Exhaust
PM10
PM10
Total
Fugitive
Pltfl2.S
Exhaust
PIWI2.5
PM2.5
Total
Bio-002 NBIo-002 Total 002 CH4 N20 C02e
Category lb/day ■ ■ ■:■■■■ ■■ ■ Ib/(lay
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 Vendor
1*

0.2427 10.1539 2.6389 0.0301 0.6040 0.0120 0.6159 0.1656 0.0114 0.1771 ; 3,278.305 1 3,278.305
1 0.2842 3,285.411
1 Worker ■
■■■

0.8182 0.4898 5.7835 0.0193 2.2355 0.0157 2.2512 0.5929 0.0144 0.6073 1,927.385 2 1,927.385
2 0.0455 1,928.521
4 Total 1.0609 10.6437 8.4224 0.0494 2.8395 0.0276 2.8671 0.7585 0.0259 0.7843 5,205.690 2 5,205.690
2 0.3297 5,213.932
5 CalEEMod Version: CaiEEMod.2016.3.2 Page 21 of 44 Date: 2/23/2022 11:35 AM

3.5 Phase 2 - Demolition - 2023
Unmitigated Construction Qn-Site
Cheval Bianc - Construction and Operations - South Coast Air Basin, Winter ROG NOx CO S02 Fugitive
PM10
Extiaust
PM10
PM10
Total
• Fugitive
PM2.5
Exhaust
PM2.5 ,
PM2.5
Total
Bio- C02 NBIo- C02 Total C02 CH4 N20 C02e
Category Ib/day Ib/day
■ r,t:i
Fugitive Dust
1 1

1.2662 0.0000 1.2662 0.1917 0.0000 0.1917 0.0000 0.0000 Off-Road
1 ,
< 1.4744
1i •• ^1

13.0777 19.0275 0.0341 0.6005 0.6005 0.5627 0.5627 3,288.948 7 3,288.948
7 0.9012 3,311.479
5 Total 1.4744 13.0777 19.0275 0.0341 1.2662 0.6005 1.8667 0.1917 0.5627 0.7544 3,288.948 7 3,288.948
7 0.9012 3,311.479
5 Unmitigated Constructlon Off-Site
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBio- C02 Total C02 CH4 N20 C02e
Category Ib/day IbAlay
Hauling ; 0.0286 0.9136 0.3175 4.1800e003 0.1025 1.7300e- 003 0.1043 0.0281 1.6600e- 003 0.0298 455.4714 455.4714 0.0325 456.2834 Vendor 1 0.5160 14.2958 5.7828 0.0803 2.0946 0.0338 2.1284 0.5738 0.0323 0.6062 8,761.191 7 8,761.191
7 0.5786 8,775.655
8 Worker ; 0.2046 0.1225 1.4459 4.i300e003 0.5589 3.9100e- 003 0.5628 0.1482 3.6000e- 003 0.1518 481.8463 481.8463 0.0114 482.1304 Total 0.7491 15.3318 7.5461 0.0894 2.7560 0.0394 2.7955 0.7502 0.0376 0.7877 9,698.509 3 9,698.509
3 0.6224 9,714.069
5 CalEEModl'Version: 'CalEEMod.2016.3.2 Page 22 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

3.5 Phase 2 - Demolition - 2023
Mitigated Construction On-Slte
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBio-C02 Total C02 CH4 N20 C02e
Category ib/day ■ lb/day
Fugitive Dust 1
•

1.2662 0.0000 1.2662 0.1917 0.0000 0.1917 0.0000 0.0000 Off-Road • 1.4744
aa
a

13.0777 19.0275 0.0341 0.6005 0.6005 0.5627 0.5627 0.0000 3,288.948 7 3,288.948
7 0.9012 3,311.479
5 Total 1.4744 13.0777 19.0275 0.0341 1.2662 0.6005 1.8667 0.1917 0.5627 0.7544 0.0000 3,288.948 7 3,288.948
7 0.9012 3,311.479
5 Mitiaated Constructicm Off-S te
..M t
i
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio-C02 NBI0-CO2 Total C02 CH4 N20 C02e
Category
i :i . .
lb/day lb/(lay
Hauling ; 0.0286 0.9136 0.3175 4.i800e003 0.1025 1.7300e- 003 0.1043 0.0281 1.6600e- 003 0.0298 455.4714 455.4714 0.0325 456.2834 Vendor ; 0.5160 14.2958 5.7828 0.0803 2.0946 0.0338 2.1284 0.5738 0.0323 0.6062 8,761.191 7 8,761.191
7 0.5786 8,775.655
8 Worker • 0.2046 0.1225 1.4459 4.8300e003 0.5589 3.91 OOe- 003 0.5628 0.1482 3.6000e- 003 0.1518 481.8463 481.8463 0.0114 482.1304 Total 0.7491 15.3318 7.5461 0.0894 2.7560 0.0394 2.7955 0.7502 0.0376 0.7877 9,698.509 3 9,698.509
3 0.6224 9,714.069
5 CalEEMod Version: CalEEMod.2016.3.2 Page 23 of 44 Date: 2/23/2022 11:35 AM

3.6 Phase 2 - Excavation - 2023
Unmitigated Construction On-Site
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter ROG NOx CO S02 Fugitive
Pfyiio
Exhaust
PM10
PI^IO
Total
Fugitive
PM2.5
Exhaust
PM2.5
Piyi2.5
Total
Bio- C02 NBio- C02 Total C02 CH4 N20 C02e
Category
: ■ 'I '
, , L .
lb/day
M ■
Ib/day - 1
Fugitive Dust 0.1246 0.0000 0.1246 0.0189 0.0000 0.0189 0.0000 0.0000 Off-Road 2.4688 23.3845 26.1633 0.0602 1.0237 1.0237 0.9634 0.9634 5,797.878 4 5,797.878
4 1.5292 5,836.107
3 Total 2.4688 23.3845 26.1633 0.0602 0.1246 1.0237 1.1483 0.0189 0.9834 0.9822 5,797.878 4 5,797.878
4 1.5292 5,836.107
3 Unmltlaated Construction OfF-Slte
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive,
PM2.5
Exhaust
PM2.5
PM2.5
Total
BIO-C02 NBIo- C02 Total C02 CH4 N20 C02e
Category IbAlay lb/day
Hauling • 0.6708 21.4399 7.4505 0.0980 4.2270 0.0406 4.2676 1.1062 0.0389 1.1451 10,688.76 53 10,688.76
53 0.7623 10,707.82
15 Vendor 1 1.0320 28.5916 11.5655 0.1607 7.3624 0.0676 7.4299 1.9265 0.0646 1.9912 17,522.38 33 17,522.38
33 1.1571 17,551.31
16 Worker ; 0.5564 0.3331 3.9328 0.0131 2.8417 0.0106 2.8524 0.7275 9.8000e003 0.7373 1,310.621 9 1,310.621 9 0.0309 1,311.394 5 Total 2.2591 50.3645 22.9487 0.2718 14.4310 0.1188 14.5499 3.7603 0.1133 3.8736 29,521.77 06 29,521.77
06 1.9503 29,570.52
76 •
. I , 1 •• • ' I
CalEEMod Version: CalEEMod.2016.3.2 Page 24 of 44
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter Date: 2/23/2022 11:35 AM

3.6 Phase 2 - Excavation - 2023
Mitigated Construction On-Site
ROG NOx CO S02 Fugitive
PI^IO
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio-C02 NBio-C02 Total C02 CH4 N20 C02e
Category Ib/day lb/lay
Fugitive Dust 0.1246 0.0000 0.1246 0.0189 0.0000 0.0189 0.0000 0.0000 Off-Road ■ 2.4688 23.3845 26.1633 0.0602 1.0237 1.0237 0.9634 0.9634 0.0000 5,797.878 4 5,797.878
4 1.5292 5,836.107
3 Total 2.4688 23.3845 26.1633 0.0802 0.1246 1.0237 1.1483 0.0189 0.9634 0.9822 0.0000 5,797.878 4 5,797.878
4 1.5292 5,836.107
3 Mitigated Constructit3n Off-SIte
'■ i
ROG NOx CO 802 Fugitive'
PiyiiO
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBio- C02 Total C02 CH4 N20 C02e
Category ib/(lay lb/<Jay
Hauling ; 0.6708 21.4339 7.4505 0.0980 4.2270 0.0406 4.2676 1.1062 0.0389 1.1451 10,688.76 53 10,688.76
53 0.7623 10,707.82
15 Vendor 1 1.0320 28.5916 11.5655 0.1607 7.3624 0.0676 7.4299 1.9265 0.0646 1.9912 17,522.38 33 17,522.38
33 1.1571 17,551.31
16 Worker 1 0.5564 0.3331 3.9328 0.0131 2.8417 0.0106 2.8524 0.7275 9.8000e003 0.7373 1,310.621 9 1,310.621 9 0.0309 1,311.394 5 Total 2.2591 50.3645 22.9487 0.2718 14.4310 0.1188 14.5499 3.7603 0.1133 3.8736 29,521.77 06 29,521.77
08 1.9503 29,570.52
76 CalEEMod Version: CalEEMod.2016.3.2 Page 25 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

3.7 Phase 2 - Garage Construction - 2023
Unmitigated Construction On-Slte
,l 1;
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
Plirt2.5
PM2.5
Tola!
Bio- 002 NBio- 002 Total 002 0H4 N20 0O2e
Category Ib/day lb/(fay
Off-Road
■■■
• 1.7392
1 t
•

16.2790 19.8969 0.0345 0.6992 0.6992 0.6692 0.6692 3,274.562 3 3.274.562 ' 0.6686
3 !
1 ■ 3,291.277
: 2
1 Total 1.7392 16.2790 19.8969 0.0345 0.6992 0.6992 0.6692 0.6692 3,274.562 3 3,274.562
3 0.6686 3,291.277
2 Unmitigated Construction Off-Site
ROG NOx 00 S02 Fugitive
Pl\/110
Exhaust
Pf410
PM10
Total
Fugitive
PM2.5
Exhaust
Pf\42.5
PM2.5
Total
Bio- 002 NBIo-002 Total 002 0H4 N20 002e
Category lb/day IbAday
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 VendorWorker

0.2427

0.8182

10.1539

0.4898

2.6389

5.7835

0.0301

0.0193

1.0601

4.1790

0.0120

0.0157

1.0720

4.1947

0.2776

1.0699

0.0114

0.0144

0.2890

1.0843
I
3,278.305
1 1,927.385
2 3,278.305
1 1,927.385
2 0.2842

0.0455
3,285.411
1 i,928'.52V
4 Total 1.0609 10.6437 8.4224 0.0494 5.2391 0.0276 5.2667 1.3475 0.0259 1.3733 5,205.690 2 5,205.690
2 0.3297 5,213.932
5 CalEEMod Version: CalEEMod.2016.3.2 Page 26 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

3.7 Phase 2 - Garage Construction - 2023
Mitigated Construction On-Site
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBIo- C02 Total C02 CH4 N20 C02e
Category tb/day ib/(lay
Off-Road •■ 1.7392 16.2790 19.8969 0.0345 0.6992 0.6992 0.6692 0.6692 0.0000 3,274.562 3 3,274.562 • 0.6686
3 :
•
• 3,291.277
: 2
1 Total 1.7392 16.2790 19.8969 0.0345 0.6992 0.6992 0.6692 0.6692 0.0000 3,274.562 3 3,274.562
3 0.6686 3,291.277
2 Mitigated Construction Off-Site
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
BI0-C02 NBIO-C02'TotalC02 CH4 N20 C02e
Category lb/day IbAlay
Hauling j 0.0000 0.0000 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 ; 0.2427 10.1539 2.6389 0.0301 1.0601 0.0120 1.0720 0.2776 0.0114 0.2890 3,278.305 1 3,278.305
1 0.2842 3,285.411
1 Worker I 0.8182 0.4898 5.7835 0.0193 4.1790 0.0157 4.1947 1.0699 0.0144 1.0843 1,927.385 2 1,927.385
2 0.0455 1,928.521
4 Total 1.0609 10.6437 8.4224 0.0494 5.2391 0.0276 5.2667 1.3475 0.0259 1.3733 5,205.690 2 5,205.690
2 0.3297 5,213.932
5 CalEEMod Version: CalEEMod.2016.3.2 Page 27 of 44
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter Date: 2/23/2022 11:35 AM

3.8 Phase 2 - Hotpi :Gonstruction - 2023
Unmitigated Construction On-Site
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total ■
Bio-002 NBio-C02 Total 002 CH4 M20 C02e
Category lb/<jay IbAjay
Off-Road
■■
1 • 1.9267
1 11

16.7947 19.9588 0.0347 0.7783 0.7783 0.7485 0.7485 3,280.139 • 3,280.139 1 : 1

0.5809 3,294.661
a
Total 1.9267 16.7947 19.9588 0.0347 0.7783 0.7783 0.7485 0.7485 3,280.139 1 3,280.139
1 0.5809 3,294.661
8 Unmitigated Construction Off-Site
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- 002 NBio- 002 Total 002 CH4 N20 C02e
Category ib/jay ib/(jay
Hauling •
■
o.oboo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 o.oOoo Vendor «
«
■

0.1030 3.4103 1.0856 0.0118 0.3199 4.1300e003 0.3241 0.0921 3.9400e- 003 0.0961 1,265.150 6 1,265.150 6 0.0758 1,267.045 5 Worker f
•
■
•

2.6591 1.5920 18.7963 0.0628 7.2655 0.0509 7.3163 1.9268 0.0468 1.9737 6,264.001 8 6,264.001
8 0.1477 6,267.694
5 Total 2.7621 5.0022 19.8819 0.0746 7.5854 0.0550 7.6404 2.0189 0.0508 2.0697 7,529.152 3 7,529.152
3 0.2235 7,534.740
0 CalEEMod Version: CalEEMod.2016.3.2 Page 28 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

3.8 Phase 2 - Hotel Construction - 2023
Mitigated Construction On-Site
ROG NOx CO S02 Fugitive
PM10
Exiiaust
PH/110
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- 002 NBI0-CO2 Total 002 0H4 N20 0026
Category It)/day ib/(lay
Off-Road ■
■■
fl
■ 1.9267
•
11 16.7947 19.9588 0.0347 0.7783 0.7783 0.7485 0.7485 0.0000 11 3,280.139
1 3,260.139
1 0.5809 3,294,661
8 Total 1.9267 16.7947 19.9588 0.0347 0.7783 0.7783 0.7485 0.7485 0.0000 3,280.139 1 3,280.139
1 0.5809 3,294.661
8 Mitigated Construction Off-Site
ROG NOx 00 S02 Fugitive
PkfllO
Exhaust
PM10
PM10
Total
Fugitive
PIM2.5
Exhaust
PM2.5
PM2.5
Total
Bi0-0O2 NBio-002 Total 002 0H4 N20 002e
Category lb/jay Ib/(Jay
Hauling 1 0.0000 0.0000 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 1 0.1030 3.4103 1.0856 0.0118 0.3199 4.1300e003 0.3241 0.0921 3.9400e- 003 0.0961 1,265.150 6 1,265.150 6 0.0758 1,267.045 5Worker 1 2.6591 1.5920 18.7963 0.0628 7.2655 0.0509 7.3163 1.9268 0.0468 1.9737 6,264.001 8 6,264.001
8 0.1477 6,267.694
5 Total 2.7621 5.0022 19.8819 0.0746 7.5854 0.0550 7.6404 2.0189 0.0508 2.0697 7,529.152 3 7,529.152
3 0.2235 7,534.740
0 , . , i
CalEEMpd. Version: ,CplEEiyiocl.2016.3.2
...,a ..V /.

Page 29 of 44 ends

Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter Date: 2/23/2022 11:35 AM

3.8 Phase 2 - Hotel Construction - 2024
Unmitigated Construction On-Slte
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Blo- C02 NBio- C02 Total C02 CH4 N20 C02e
Category lb/iay lb/(lay
Of(-Road ■ 1.8081 15.7368 19.8656 0.0347 0.6825 0.6825 0.6559 0.6559 3,280.316 4 3.280.316
4 0.5750 3,294.690
1 Total 1.8081 15.7368 19.8656 0.0347 0.6825 0.6825 0.6559 0.6559 3,280.316 4 3,280.316
4 0.5750 3,294.690
1 Unmitigated Construction Off-Site
- Np^-. CO , S02 Fugitive".

PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
'^haiist
PM2.5
PM2.5
Total
Blo- C02 NBio- C02 Total C02 CH4 N20. , ep2S-'^
Category lb/day ib/<Jay
Hauling . o.oodo" d.oood 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ' 6.0000 0.0000 0.0000 0.0000 0.0000 o:oooo" Vendor 0.1007 3.4023 1.0547 0.0118 0.3199 4.0600e003 0.3240 0.0921 3.8800e- 003 0.0960 1,260.760 4 1,260.760 4 0.0746 1,262.625 9Worker 2.5242 1.4503 17.5204 0.0607 7.2655 0.0502 7.3157 1.9268 0.0462 1.9730 6,056.976 3 6,056.976
3 0.1352 6,060.356
5 Total 2.6248 4.8525 18.5751 0.0725 7.5854 0.0542 7.6397 2.0189 0.0501 2.0690 7,317.736 7 7,317.736
7 0.2098 7,322.982
4 CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

3.8 Phase 2 - Hotel Construction - 2024
Mitigated Construction On-Site
I^OG . .. NQ)P. CO S02 Fugitive:

PM10
Exfiaust
PM10
PM10
Total
. Fugitive
PM2.5
^aust
PM2.5
PIW2.5
Total
Bio-002 NBio- C02 Total C02 CH4 lvl20. 0026'
Category
■■
Ib/day
if. " •
Ib/(lay
Off-Road
■■■
• 1.8081
999

15.7368 19.8656 0.0347
■
■

0.6825 0.6825 6.6559 0.6559 0.0000 3,280.316 • 3,280.316 • 0.5750 4A ' 1 4 A ',
1 f
3,294.690
1 Total 1.8081 15.7368 19.8656 0.0347 0.6825 0.6825 0.6559 0.6559 0.0000 3,280.316 4 3,280.316
4 0.5750 3,294.690
1 Mitigated Construction Off-Site
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PIM2.5
Exhaust
PH(12.5
PM2.5
Total
Bio- C02 NBio- C02 Total C02 CH4 N20 C02e '
Category Ib/day ib/(lay
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 Vendor 0.1007 3.4023 1.0547 0.0118 0.3199 4.0600e003 0.3240 0.0921 3.8800e- 003 0.0960 1,260.760 4 1,260.760 4 0.0746 1,262.625 9Worker 2.5242 1.4503 17.5204 0.0607 7.2655 0.0502 7.3157 1.9268 0.0462 1.9730 6,056.976 3 6,056.976
3 0.1352 6,060.356
5 Total 2.6248 4.8525 18.5751 0.0725 7.5854 0.0542 7.6397 2.0189 0.0501 2.0690 7,317.736 7 7,317.736
7 0.2098 7,322.982
4 V- . V N •
i''' V'-V 1
CalEEMod Version: CalEEMocl.2016.3.2 Page 31 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

3.8 Phase 2 - Hotel Construction - 2025
Unmitigated Construction On-Site
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio-C02 NBio-C02 Total C02 CH4 N20 C02e
Category lb/(Jay Ib/(lay
Off-Road
■
1 1.6959
•

14.7150 19.7838 0.0347 0.5920 0.5920 •
111

0.5684 0.5684 • 3,280.625 • 3,280.625 • 0.5687
'
• S O ' 1 5 3 '•• 1 I
3,294.841
7 Total 1.6959 14.7150 19.7838 0.0347 0.5920 0.5920 0.5684 0.5684 3,280.625 5 3,280.625
5 0.5687 3,294.841
7 Unmitigated Construction^Off-Site f.
■ •■'•CO" S02' Fugitive"'
PfVllO
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
:^hatist
■PM2.5
PM2.5
Total
Bio- C02 NBio-C02 Total C02 CH4 N2D« •'C0"^6v
Category ib/Jay Ib/(Jay i
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 Vendor ■
•m

0.0981 3.3727 1.0279 0.0117 0.3199 3.9800e003 0.3239 0.0921 3.81 OOe- 003 0.0959 1,253.948 3 1,253.948 3 0.0735 1,255.784 7 Worker ■ 2.4047 1.3260 16.2686 0.0583 7.2655 0.0492 7.3147 1.9268 0.0453 1.9721 5,818.645 3 5,818.645
3 0.1232 5,821.724
8 Total 2.5028 4.6987 17.2965 0.0700 7.5854 0.0532 7.6386 2.0189 0.0491 2.0681 7,072.593 6 7,072.593
6 0.1966 7,077.509
4 CalEEMod Version: CalEEMod.2016.3.2 Page 32 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

3.8 Phase 2 - Hotel Construction - 2025
IVIitlaated Construction Qn-Site
hOG . NOxr CO S02 Fugitive •
PM10
Extiaust
PM10
PM10
Total
Fugitive
PM2.5
^haOst
PM2.5
PM2.5
Total
Bio-002 NBIo- 002 Total C02 CH4 N20' CG2e'
Category lb/day Ib/(Jay
Off-Road "
a
■
■ 1.6959
111

14.7150 19.7838 0.0347 0.5920 0.5920 0.5684 0.5684 0.0000 11 3,280.625 ■ 3,280.625
5 ! 5

0.5687 3,294.841
7 Total 1.6959 14.7150 19.7838 0.0347 0.5920 0.5920 0.5684 0.5684 0.0000 3,280.625 5 3,280.625
5 0.5687 3,294.841
7 Mitigated Construction Off-Site
ROG NOX CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2 5
Exhaust
PM2.5
PM2.5
Total
BI6- C02 NBIO-C02 Total C02 CH4 N20 C02e
Category lb/day lb/(Jay
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 Vendor ; 0.0981 3.3727 1.0279 0.0117 0.3199 3.9800e003 0.3239 0.0921 3.81 OOe- 003 0.0959 1,253.948 3 1,253.948 3 0.0735 1,255.784 7Worker i'i /' i -i
I 2.4047 1.32Q0 16.2686 0.0583 7.2655., 0.0492 7.3147 1.9268 Q.P453 4 1.9721 5,818.645
3 5,818.645
3 0.1232 5,821.724
. 8.»iTotal 2.5028 4.6987 17.2985 0.0700 7.5854 0.0532 7.6386 2.0189 0.0491 2.0681 7,072.593 6 7,072.593
6 0.1986 7,077.509
4 i >,
CalEEMod Version: CalEEMod.2016.3.2 Page 33 of 44 Date: 2/23/2022 11:35 AM

3.9 Architectural Coating - 2025
Unmitigated Construction On-Site
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust '
PM2.5
' PM2.5;
Tctai'
Bid- 002 NBI0-CO2 Total 002 CH4 N20 C02e
Category lb/day lb/(jay
Archil. Coating
■
• 15.6667••

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road
•
■
; 0.3758
11 2.8114 4.7093 7.6200e003 0.1119 0.1119 0.1112 0.1112 725.5160 725.5160 0.0833 727.5984 Total 16.0425 2.8114 4.7093 7.62008-
003

0.1119 0.1119 ,0.1112 0.1112 725.5160 725.5160 0.0833 727.5984 Unmitigated'Cbhstriicfibh dff-Site '' ;
• ■ 1
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Tctai
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Tctai
Bio- 002 NBio- 002 Total C02 CH4 N20 C02e
Category Ib/day lb/<fay
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 Vendor 0.0392 1.3491 0.4112 4.6700e003 0.1280 1.5900e- 003 0.1296 0.0368 1.5200e- 003 0.0384 501.5793 501.5793 0.0294 502.3139Worker 1.1099 0.6120 7.5086 0.0269 3.3533 0.0227 3.3760 0.8893 0.0209 0.9102 1 2,685.528
6 2,685.528
6 0.0569 2,686.949
9 Total 1.1491 1.9611 7.9197 0.0316 3.4813 0.0243 3.5056 0.9262 0.0224 0.9486 3,137.107 9 3,187.107
9 0.0862 3,189.263
8 CalEEMod Version: CalEEMod.2016.3.2 Page 34 of 44 Date: 2/23/2022 11:35 AM

3.9 Architectural Coating - 2025
M itiqated' CdhstriicVi 6n' '6n-Site
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
B[0-C02 NBio- C02 Total C02 CH4 N20 C02e
Category lb/day lb/day
Archit. Coating 1 15.6667 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 1 0.3758 2.8114 4.7093 7.62000-
003

0.1119 0.1119 0.1112 0.1112 0.0000 725.5159 725.5159 0.0833 727.5984 Total 16.0425 2.8114 4.7093 7.62008-
003

0.1119 0.1119 0.1112 0.1112 0.0000 725.5159 725.5159 0.0833 727.5984 Mitiaated Construction Off-Site
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBio-C02 Total C02 CH4 N20 C02e
Category ib/day ib/day
Hauling ; 0.0000 1 0.0000
I 1

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 fl.OOOO 0.0000 0.0000 0.0000 0.0000 o.ooqo Vendor • 0.0392 • 1.3491
• 1
1 1
• 1

0.4112 4.6700e003 0.1280 1.5900e- 003 0.1296 0.0368 1.5200e- 003 0.0384 501.5793 501.5793 0.0294 502.3139 Worker « 1.1099 « .0.6120., 7.5086 0.0269 3.3533 0.0227 3.3760 0.8893 0,0209 0.9102 2,685.528 6 2,685.528
6 0.0569 2,686.949
■ 9-
Total 1.1491 1.8611 7.9197 0.0316 3.4813 0.0243 3.5056 0.9262 0.0224 0.9486 3,187.107 9 3,187.107
9 0.0862 3,189.263
8 CalEEMod Version: CalEEMod.2016.3.2 Page 35 of 44 Date; 2/23/2022 11:35 AM

3.10 Paving - 2025
Unmitigated Construction On-Site
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter ROG NOx CO S02 Fugitive
PM10
Exlraust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBio-C02 Total C02 CH4 N20 C02e
Category Ib/day Ib/day
Off-Road
Paving
; 0.6565 6.0192 7.2702 0.0108 0.3455 0.3455 03190 0.3190 1,026.240 8 1,026.240
8 0.3208 1,034.261
1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 o.ooob"
Total
;ll •

0.6565 ,6.0192-
f3

7.2702 0.0108 0.3455 0.3455 0.3190
V0.3190 1,026.240 8 1,026.240 8 0.3208 1,034.261 1
Unmitigated Construction Off-Site
ROG NOx CO S02 Fugitive
PI^IO
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio-C02 NBio-C02 Total C02 CH4 N20 C02e
Category lb/day ib/day
Hauling j 0.0000 0.0000 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 1 0.0392 1.3491 0.4112 4.6700e003 0.1280 1.5900e- 003 0.1296 0.0368 1.5200e- 003 0.0384 501.5793 501.5793 0.0294 502.3139Worker ; 0.1850 0.1020 1.2514 4.4900e003 0.5589 3.7900e- 003 0.5627 0.1482 3.4800e- 003 0.1517 447.5881 447.5881 9.48006- 003 447.8250 Total 0.2242 1.4511 1.6626 9.1600e003 0.6869 5.3800e- 003 0.6922 0.1851 5.0000e- 003 0.1901 949.1674 949.1674 0.0389 950.1389 CalEEMod Version: CalEEMod.2016.3.2 Page 36 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

3.10 Paving - 2025
Mitigated Construction On-Site
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
Pltfl2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBI0-CO2 Total C02 CH4 N20 C02e
Category ■ lt>Ajay.'' ■ • , • ■ : lb/day
Off-Road 0.6565 6.0192 7.2702 0.0108 0.3455 0.3455 0.3190 0.3190 0.0000 1,026.240 8 1,026.240
8 0.3208 1,034.261
1 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.6565 6.0192 7.2702 0.0108 0.3455 0.3455 0.3190 0.3190 0.0000 1,026.240 8 1,026.240
8 0.3208 1,034.261
1 Mitiaated Construction Off-Site
ROG
• -r •
NOx CO S02 Fugitive
PM10 .

Exhaust
PM10
PM10
Total
Fugitive
PM2.5
^haust
«IVI2.5
PM2.5
Total
Bio-C02 NBlO- C02 Total C02 CH4 N20 C02e
■ • :

Category . ■ . ■ • lb/day lb/day
HauHng . ,
' 1
p 0.0000.,, o.oooo;. 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 s:

0.0000 0.0000 0.0000 0.0000 o.opoo
Vendor ■■ 0.0392
ai

1.3491 0.4112 4.6700e003 0.1280 1.5900e- 003 0.1296 0.0368 1.5200e- 003 0.0384 501.5793 501.5793 0.0294 502.3139 Worker •• 0.1850 447".825b'
■1■1

0.1020 1.2514 4.4300e003 0.5589 3.7900e- 003 0.5627 0.1482 3.4800e- 003 0.1517 447.5881 447.5881 g.4800e- 003 Total 0.2242 1.4511 1.6626 9.1600e003 0.6869 5.3800e- 003 0.6922 0.1851 5.000Qe- 003 0.1901 949.1674 949.1674 0.0389 950.1389

4.0 Operational Detail - Mobile
CalEEMod Version: CalEEMod.2016.3.2

4.1 Mitigation Measures Mobile
Increase DensityIncrease Diversity
Improve Walkability Design
Increase Transit Accessibility
Improve Pedestrian Network
Provide Traffic Calming Measures

Page 37 of 44 ends

Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter Date: 2/23/2022 11:35 AM
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio-002 NBIO-C02 Total 002 CH4 N20 C02e
Category ib/day lb/<lay
Mitigated •
Unmitigated ■
■■

4.28674.5737

19.7902

21.3488

38.8324

45.8921

0.1460

0.1812

13.3757

17.0471

0.1135 ■ 13.48910.1380 ; 17.1851

3.5775

4.5595

0.1053

0.1281

3.6828

4.6876
1 1
14,949.00
34 34
14,949.00
34 ''i'^&4a5T
34 0.7505
"aiis""
14,967.76
67 "" i8',562'6V
64 4.2 Trip Summary Information
CalEEMod Version: CalEEMod.2016.3.2 Page 38 of 44
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter Date: 2/23/2022 11:35 AM
Average Daily Trip Rate Unmitigated. Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Enclosed Parking with Elevator 0.00
_ _ _ 0.00
233.T9
9^63!70
2,206.92
~~894!53

0.00 1•
1 ..............
367.80
...
298.65 724,383
•
568,374
Hotel 961.40
• ••
700.35 2,205,862
mmmmmmmmmmmmmmmmmmmmmmm *
1,730,788
Quality Restaurant 2,103.55 1687.55 2,931,094
• • • • • •
2,299,828
Strip Mall 943.24 434.65 1,643,138 : 1,289,258
Total 4,375.99 4,298.34 3,121.21 7,504,477 5,888,247

4.3 Trip Type Information
Miles Trip% Trip Purpose %
Land Use H-W or C-W H-S or C-C H-0 or C-NW H-W or C-W H-S or C-C 1 H-OorC-NW Primary Diverted Pass-by Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 0.00 j 0.00 0 0 0 Health Club 16.60 8.40 6.90 16.90 • 64.10 1 19.00
■ 1
52 39 9
Hotel 16.60 8.40 6.90 19.40 1 61.60 [ 19.00 58 38 4
Quality Restaurant 16.60 ; 8.40 6.90 1 12.00 j 69.00 i 19.00 38 18 44 Strip Mall 16.60 8.40 6.90 16.60 64.40 ; 19.00 45 40 15

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD QBUS UBUS MCY SBUS MH Enclosed Parkipg with Elevator 0.554129 0.042164 0.205182 0.113554 0.013848 0.005806 , 0.021992 0.033191 0.002140 0.001609 0.004858 0.000715 0.000811 Health Club 0.554129 0.042164 0.205182 0.113554 0.013848 0.005806 0.021992 0.033191 0.002140 0.001609 0.004858 0.000715 0.000811 Hotel 0.554129 0.042164 0.205182 0.113554 0.013848 0.005806 0.021992 0.033191 0.002140 0.001609 0.004858 0.000715 0.000811 Quality Restaurant 0.554129 0.042164 0.205182 0.113554 0.013848 0.005806 0.021992 0.033191 0.002140 0.001609 0.004858 0.000715 0.000811 Strip Mall 0.554129 0.042164 0.205182 0.113554 0.013848 0.005806 0.021992 0.033191 0.002140 0.001609 0.004858 0.000715 0.000811

5.0 Energy Detail
Historical Energy Use: N

5.1 Mitigation Measures Energy
CalEEMod Version: CalEEMod.2016.3.2 Page 39 of 44 Date: 2/23/2022 11:35 AM Exceed Title 24
Install High Efficiency Lighting
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
ExhaustPM2.5 PM2.5 Total BIO-C02 NBIO-C02 Total 002 CH4 N20 C02e Category lb/day ib/(lay
NaturalGas
Mitigated

0.2870 2.6089 2.1915 0.0157 0.1983 0.1983 0.1983 0.1983 3,130.723 1 3,130.723 8 I 8

0.0600 0.0574 3,149.328
1 NaturalGas
Unrritigated

0.2870 2.6089 2.1915 0.0157 0.1983 0.1983 0.1983 0.1983 f
11 3,130.723
8 3,130.723
8 0.0600 0.0574 3,149.328
1 CalEEMod Version: CalEEMod.2016.3.2 Page 40 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGa
sUse
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio-002 NBI0-CQ2 Total C02 CH4 N20 C02e
Land Use kBTU/yr lb/day lb/(lay
Enclosed Parking
with Elevator
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 Health Club 1824.03 1 0.0197 0.1788 0.1502 1.0700e003 0.0136 0.0136 0.0136 0.0136 214.5922 214.5922 4.1100e- 003 3.9300e- 003 215.8674 Hotel 8809.99 1 0.0950 0.8637 0.7255 5.1800e003 0.0656 0.0656 0.0656 0.0656 ------- 1,036.469 3 1,036.469 3 0.0199 0.0190 1,042*628' 5 Quality
Restaurant
15864.9 1 0.1711 1.5554 1.3065 9.3300e003 0.1182 0.1182 0.1182 0.1182 ------- 1,866.459 8 1,866.459 8 0.0358 0.0342 "i,877'.55'l" 2 strip Mall 112.221 ■ 1.2100e-
; 003

0.0110 9.2400e003 7.0000e- 005 8.4000e- 004 8.4000e- 004 8.4000e- 004 8.4000e- 004 13.2025 13.2025 2.5000e- 004 2.4000e- 004 13.2809 Total 0.2870 2.6089 2.1915 0.0157 0.1983 0.1983 i 0.1983 0.1983 3,130.723 8 3,130.723
8 0.0600 0.0574 3,149.328
1 CalEEMod Version: CalEEMocl.2016.3.2 Page 41 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

5.2 Energy by Land Use - NaturalGas
Mitigated
NaturalGa
sUse
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBIo- C02 Total C02 CH4 N20 C02e
Land Use kBTU/yr Ib/day ib/(lay
Enclosed Parking
with Elevator
Health Club
0 1.82403
; 0.0000
; 0.0197

0.0000

0.1788

0.0000

0.1502

0.0000

1.0700e003

0.0000

0.0136

0.0000

0.0136

0.0000

0.0136

0.0000

0.0136

0.0000
214.5922

0.0000

4.1100e003

0.0000

3.9300e003

0.0000
215.8674
Hotel 8.80999 j 0.0950 0.8637 0.7255 5.1800e003 0.0656 0.0656 0.0656 0.0656 \i t
1,036.469
3 1,036.469
3 0.0199 0.0190 1,042.628
5 Quality
Restaurant

15.8649 I 0.1711 1.5554 1.3065 9.3300e003 0.1182 0.1182 0.1182 0.1182 } 1 1,866.459
8 1,866.459
8 0.0358
"ilioooe^
004

0.0342

2.4000e^
004
1,877.551
2 Strip Mall 0.112221 ■ 1.2100e- "meog *
; 003

0.0110 9.2400e003 7.0000e- 005 8.4000e- 004 8.4000e- 004 8.4000e- 004 8.4000e- 004 13.2025 13.2025 Total 0.2870 2.6089 2.1915 0.0157 0.1983 0.1983 0.1983 0.1983 3,130.723 8 3,130.723
8 O.OSOO 0.0574 3,149.328
1 6.0 Area Detail

6.1 Mitigation Measures Area
CalEEMod Version: CalEEMocl.2016.3.2 Page 42 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter ROG NOX CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5.

Total
BIO-C02 NBIO-C02 Total C02 CH4 N20 C02e
Category lb/day lb/(lay
Mitigated • 4.9702
1 3.5000e004 0.0387 0.0000 l.4000e- 004 1.4000e- 004 1.4000e- 004 1.4000e- 004 0.0831 0.0831 2.2000e- 004 0.0885 Unmitigated ; 4.9702 3.5000e004 0.0387 0.0000 1.4000e- 004 1.4000e- 004 1-.40006- 004 1.4000e- 004 1 0.0831 0.0831 2.2000e004 "0.0885"

6.2 Area by SubCategory
Unmitigated
ROG NOx CO S02 Fugitive
PMIO
Exhaust
PMIO
PMIO
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBIo- C02 Total C02 CH4 N20 C02e
SubCategory lb/day lb/(lay
Architectural
Coating
Consumer
Products
Landscaping

0.5666

4.4000

0.0000

0.00000.0000

0.0000

0.0000
• 1 1 1 1 I 1 •• ••1 • 1 ~"o!o83T~

0.0000

0.0000
""oToiiT""~2.2000~'
004

0.0000
"0.006b"

3.5600e- "6.0885 "
003

3.5000e004 0.0387 0.0000 1.4000e- 004 1.40006- 004 1.4000e- 004 1.40006- 004 Total 4.9702 S.SOOOe004 0.0387 0.0000 1.4000e- 004 1.4000e- 004 1.4000e- 004 1.4000e- 004 0.0831 0.0831 2.2000e- 004 0.0885 CalEEMod Version: CalEEMod.2016.3.2 Page 43 of 44
Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter Date: 2/23/2022 11:35 AM

6.2 Area by SubCategory
Mitigated
ROG NOx CO S02 Fugitive
PM10
Exhaust
PM10
PM10
Total
■ Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- C02 NBiO-C02 Total C02 CH4 • N20 C02e
SubCategory ib/day 'IbAjay ■ ■ ■ ■ ■ ■
Architectural
Coating
I 0.5666 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
Landscaping
1 4.4000
• 3.5600e-
; 003

3.5000e004 0.0387 0.0000

0.0000

1.4000e004

0.0000

1.4000e004

0.0000

1.4000e004

0.0000

1.4000e004 0.0831

0.0000

0.0831 2.2000e004

0.00000.0885
Total 4.9702 3.S000e004 0.0387 0.0000 1.40000- 004 1.40009- 004 1.4000e- 004 1.4000e- 004 0.0831 0.0831 2.2000e- 004 0.0885

7.0 Water Detail

7.1 Mitigation Measures Water
Apply Water Conservation Strategy

8.0 Waste Detail

8.1 Mitigation Measures Waste
Institute Recycling and Composting Services

9.0 Operational Offroad
Equipment Type Number Hours/Day DaysA'ear 1 Horse Power 1 Load Factor |Fuel Type CalEEMod Version: CalEEMod.2016.3.2 Page 44 of 44 Date: 2/23/2022 11:35 AM Cheval Blanc - Construction and Operations - South Coast Air Basin, Winter

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day I HoursA'ear Horse Power I Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day
User Defined Equipment
Equipment Type Number

11.0 Vegetation
Attachment B
Con^ctructfon Operation
2022 Total Emission Rate
Annual Emissions (tons/year) 0.0265 Total DPM (lbs) 663.4120548 Annual Emissions (tons/year) 0.0554 Daily Emissions (lbs/day) 0.14520S479 .Total DPM (g) 300923.7081 Daily Emissions (lbs/day) 0.303561644 Construction Duration (days) 61 Emission Rate (g/s) 0.0030129011 Total DPM (lbs) 110.8 Total DPM(ibs) 8.8S7S34247 Release Height (meters) 3 Emission Rate |g/s) 0.001593699 Total DPM(g) 4017.777534 Total Acreage 1.277 Release HeishI (meters) 3 Start Date 11/1/2022 Max Horizontal (meters) 101.66 Total Acreage 1J77 End Date 1/1/2023 Min Horizontal (meters) 50.83 Max Horbontal (meters) 101.66 Construction Days 61 Initial Vertical Dimension (meters) 1.5 Min Korirontal (meters) 50.83 2023 Setting Urban Initial Vertical Dimension (meters) 1.5 Annual Emissions (tons/year) 0.126| Population 32,701 Setting Urban Daily Emissions |tbs/day) a690410359 Start Date 11/1/2022 Population 32,701 Construction Duration (days) 365 End Date 12/31/20251
Total 0PM (lbs) 252 Total Construction Days 1156
Total 0PM (g) 114307.2 Total Years of Construction 3.17 Start Date 1/1/2023 Total Years of Operation 26.83
End Date 1/1/2024
Construction Days 365
2024
Annual Emissions (tons/year) 0.09651
Daily Emissions (lbs/day) 0528767123
Construction Duration (days) 366
ToUIDPM(tbs) 193.5287671
ToUlDPM(g) 87784.64877
Start Date 1/1/2024
End Date 1/1/2025
Construction Days 366
202S
Annual Emissions (tons/year) ai048
Daily Emissions (lbs/day) 0.574246575
Construction Duration (days) 364
Total 0PM (lbs) 209.0257534
Total 0PM (g) 94814.08175
Start Date 1/1/2025
End Date 12/31/2025
Construction Days 364
Attachment C
Start date and time QH2'i/22 17:33:15
AERSCREEN 21112
Cheval Blanc, Construction
Cheval Blanc, Construction
** AREADATA **
--- DATA ENTRY VALIDATION •

METRIC ENGLISH
Emission Rate: 0.301E-02 g/s
Area Height: 3.00 meters
Area Source Length: 101.66 meters
Area Source Width: 50.83 meters
Vertical Dimension:

Model Mode:

Population:

Dist to Ambient Air

1.50 meters
URBAN
32701

1.0 meters

0.239E-01 Ib/hr

9.84 feet
333.53 feet
166.77 feet

4.92 feet

3. feet
** BUILDING DATA **
No Building Downwash Parameters
** TERRAIN DATA **
No Terrain Elevations
Source Base Elevation; 0.0 meters 0.0 feet
Probe distance: 5000. meters 16404. feet
No flagpole receptors
No discrete receptors used
** FUMIGATION DATA **
No fumigation requested
** METEOROLOGY DATA **
Min/Max Temperature: 250.0 / 310.0 K -9.7 / 98.3 Deg F
Minimum Wind Speed: 0.5 m/s
Anemometer Height: 10.000 meters
Dominant Surface Profile: Urban
Dominant Climate Type: Average Moisture
Surface friction velocity (u*): not adjusted

DEBUG OPTION ON
AERSCREEN output file:
2022.02.23 Aerscreen ChevalBlanc Construction.out
*** AERSCREEN Run is Ready to Begin
No terrain used, AERMAP will not be run
**************************************************

SURFACE CHARACTERISTICS & MAKEMET
Obtaining surface characteristics...

Using AERMET seasonal surface characteristics for Urban with Average Moisture Season Albedo Bo zo
Winter 0.35 1.50 1.000
Spring 0.14 1.00 1.000
Summer 0.16 2.00 1.000
Autumn 0.18 2.00 1.000
Creating met files aerscreen__01_01.sfc & aerscreen_01_01.pfl Creating met files aerscreen__02_01.sfc & aerscreen_02_01.pfl Creating met files aerscreen__03_01.sfc & aerscreen_03_01.pfl Creating met files aerscreen_04_01.sfc & aerscreen_04_01.pfl Buildings and/or terrain present or rectangular area source, skipping probe FLOWSECTOR started 02/23/22 17:35:54
Running AERMOD
Processing Winter
Processing surface roughness sector 1
Processing wind flow sector 1
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 0 ******** WARNING MESSAGES ********
*** NONE ***
^*^^4:4(4:4'4e4:4c9|e9|e**9|e9|e*:)c:|c4:9t::|c:|c3|c9|c*:<c3|c3|c*:t:9|c^^^:it4(^9|(4'4:4ii(c%:f!4:3):4:4:4:4:4:

Processing wind flow sector 2
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 5 *♦♦♦**** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 3
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 10 :|c:|c:|c%:i:«:|c:|c WARNING MESSAGES ********
*** none ***
Processing wind flow sector 4
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 15 ******** WARNING MESSAGES ********
*** NONE ***
:)e:ii:(:%:)i:(c:|c4:4::|c^:ic:|c:|c:ic:)c:|c:|c:)::(::)::jc:(c;|c:|e:ic:|c:|::fc:ic^:<(:|e4c^:ic^^!|c^i|(^!|t********** Processing wind flow sector 5
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 20 ******** WARNING MESSAGES ********
*** NONE ***
*****************************************************
Processing wind flow sector 6
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 25 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 7
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 30 ******** WARNING MESSAGES ********
*** NONE ***
Running AERMOD
Processing Spring
Processing surface roughness sector 1
Processing wind flow sector 1
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 0 WARNING MESSAGES ********
*** none ***
Processing wind flow sector 2
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 5 ******** WARNING MESSAGES ********
*** none ***
Processing wind flow sector 3
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 10 ******** WARNING MESSAGES ********
*** none ***
*****************************************************
Processing wind flow sector 4 _
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 15 ******** WARNING MESSAGES ********
*** none ***
Processing wind flow sector 5
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector -20 ****♦♦♦* WARNING MESSAGES ********
*** NONE ***
*****************************************************
Processing wind flow sector 6
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 25 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 7
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 30 ******** WARNING MESSAGES ********
*** NONE ***
Running AERMOD
Processing Summer
Processing surface roughness sector 1
**♦****♦**********♦***************+******************
Processing wind flow sector 1
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector --"'■0 ******** WARNING MESSAGES ********
*** none ***
:|c4:********:i::i:4:*************4:************************** Processing wind flow sector 2
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 5 ******** WARNING MESSAGES ********
*** NONE ***
*****************************************************
Processing wind flow sector 3
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 10 ******** warning MESSAGES ********
*** none ***
*****************************************************
Processing wind flow sector 4
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 15 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 5
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 20 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 6
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 25 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 7
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 30 ******** WARNING MESSAGES ********
*** NONE ***
Running AERMOD
Processing Autumn
Processing surface roughness sector 1
Processing wind flow sector 1
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 0 ******** WARNING MESSAGES ********
*** NONE ***
4e***************:|c*:)c:fe:|c^^:|c4c4c9|e:|c4c4c:|c:ic:ic:(c4c4c:tc********3|c******* Processing wind flow sector 2
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 5 WARNING MESSAGES ********
*** none ***
:4c*:jc:)e*:|(:|c3|c:|c^:fc:)::|c^^^:|(4e4:3|c********************************* Processing wind flow sector 3
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 10 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 4
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 15 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 5
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 20 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow "Siector 6
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 25 ******** WARNING MESSAGES ********
*** NONE ***
*************3|«:|c:|c9|c^^4'********************************* Processing wind flow sector 7
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 30 ******** WARNING MESSAGES ********
*** NONE ***
FLOWSECTOR ended 02/23/22 17:36:02
REFINE started 02/23/22 17:36:02
AERMOD Finishes Successfully for REFINE stage 3 Winter sector 0 ******** WARNING MESSAGES ********
*** NONE ***
REFINE ended 02/23/22 17:36:03
AERSCREEN Finished Successfully
With no errors or warnings
Check log file for details
Ending date and time 02/23/22 17:36:04
Concentration Distance Elevation Diag Season/Month Zo sector ZIMCH M-0 LEN ZO BO WEN ALBEDO REF WS HT REF TA

0.10625E+02 1.00 0.00 0.0 Winter 0-360 10011001

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.12805E+02 25.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.14463E+02 50.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0
* 0.14545E+02 52.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.91917E+01 75.00 0.00 15.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.62071E+01 100.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.45675E+01 125.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.35582E+01 150.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.28796E+01 175.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.23986E+01 200.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.20405E+01 225.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.17681E+01 250.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.15510E+01 275.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.13776E+01 300.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0
0,12348E+01 325.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.11161E+01 350.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.10156E+01 375.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.93003E+00 400.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.85598E+00 425.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.79142E+00 450.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.73498E+00 475.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.68528E+00 500.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.64121E+00 525.00 0.00 0.0 Winter
1,000 1.50 0.35 0.50 10.0 310.0 2.0

0.60186E+00 550.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.56640E+00 575.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.53445E+00 600.00 0.00 0.0 Winter
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
Date HO U* W* DT/DZZICNV
HT
-1.30 0.043 -9.000 0.020-999. 21. 6.0
-1.30 0.043 -9.000 0.020-999. 21. 6.0
-1.30 0.043 -9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9,000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6,0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
file:///C/Users/swinn/Downloads/2022.02.23_Aerscreen_ChevalBlanc_Construction_max_conc_distance.txt[2/24/2022 3:32:18 PM]

1.000 1.50 0.35

0.50536E+00

1.000 1.50 0.35

0.47890E+00

1.000 1.50 0.35

0.45477E+00

1.000 1.50 0.35

0.43271 E+00

1.000 1.50 0.35

0.41244E+00

1.000 1.50 0.35

0.39377E+00

1.000 1.50 0.35

0.37653E+00

1.000 1.50 0.35

0.36056E+00

1.000 1.50 0.35

0.34575E+00

1.000 1.50 0.35

0.33195E+00

1.000 1.50 0.35

0.31909E+00

1.000 1.50 0.35

0.30709E+00

1.000 1.50 0.35

0.29585E+00

1.000 1.50 0.35

0.28702E+00

1.000 1.50 0.35

0.27696E+00

1.000 1.50 0.35

0.26749E+00

1.000 1.50 0.35

0.25857E+00

1.000 1.50 0.35

0.25015E+00

1.000 1.50 0.35

0.24220E+00

1.000 1.50 0.35

0.23468E+00

1.000 1.50 0.35

0.22755E+00

1.000 1.50 0.35

0.22078E+00

1.000 1.50 0.35

0.21436E+00

1.000 1.50 0.35

0.20826E+00

1.000 1.50 0.35

0.20245E+00

1.000 1.50 0.35

0.19691E+00

1.000 1.50 0.35

0.19163E+00

0.50 10
625.00
0^50 10
650.00

0.50 10
675.00

0.50 10
700.00
0,50 10
725.00

0.50 10
750.00

0.50 10
775.00

0.50 10
800.00

0.50 10
825.00

0.50 10
850.00

0.50 10
875.00

0.50 10
900.00

0.50 10
925.00

0.50 10,
950.00

0.50 10
975.00

0.50 10,
1000.00

0.50 10,
1025.00

0.50 10,
1050.00

0.50 10,
1075.00

0.50 10.
1100.00

0.50 10.
1125.00

0.50 10.
1150.00

0.50 10.
1175.00

0.50 10.
1200.00

0.50 10.
1225.00

0.50 10.
1250.00

0.50 10.
1275.00
.0 310.0

0.00 0.0
.0 310.0

0.00 5.0
.0 310.0

0.00 5.0
,0 310.0

0.00 5.0
.0 310.0

0.00 0.0
.0 310.0

0.00 0.0
,0 310.0

0.00 0.0
0 310.0

0.00 5.0
0 310.0

0.00 0.0
0 310.0

0.00 0.0

2.0 2.0

NO NO NO NO NO

CN CN CN CN CN
CJN On ON ON ON
On <3n ON ON ONOn ON
1 as 0\ ON
1 O O o o o

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0.10518E+00

1.000 1.50 0.35

0.10338E+00

1.000 1.50 0.35

0.10164E+00

1.000 1.50 0.35

0.99945E-01

1.000 1.50 0.35

0.98299E-01

1.000 1.50 0.35

0.96700E-01

1.000 1.50 0.35

0.95145E-01

1.000 1.50 0.35

0.93633E-01

1.000 1.50 0.35

0.92162E-01

1.000 1.50 0.35

0.9073 lE-01

1.000 1.50 0.35

0.89338E-01

1.000 1.50 0.35

0.8798 lE-01

1.000 1.50 0.35

0.86660E-01

1.000 1.50 0.35

0.85373E-01

1.000 1.50 0.35

0.84118E-01

1.000 1.50 0.35

0.82895E-01
1,000 1.50 0.35

0.81703E-01

1.000 1.50 0.35

0.80540E-01

1.000 1.50 0.35

0.79405E-01

1.000 1.50 0.35

0.78298E-01

1.000 1.50 0.35

0.77217E-01

1.000 1.50 0.35

0.76162E-01

1.000 1.50 0.35

0.75131E-01

1.000 1.50 0.35

0.74125E-01

1.000 1.50 0.35

0.73141E-01 ^

1.000 1.50 0.35

0.72180E-01

1.000 1.50 0.35

0.71241E-01

0.50 10
1975.00

0.50 10
2000.00

0.50 10
2025.00

0.50 10
2050.00

0.50 10
2075.00

0.50 10
2100.00

0.50 10
2125.00

0.50 10
2150.00

0.50 10
2175.00

0.50 10
2200.00

0.50 10
2224.99

0.50 10
2250.00

0.50 10
2275.00

0.50 10
2300.00

0.50 10
2325.00

0.50 10
2350.00

0.50 10
2375.00

0.50 10
2400.00

0.50 10
2425.00

0.50 10
2449.99

0.50 10
2475.00

0.50 10
2500.00

0.50 10
2525.00

0.50 10,
2550.00

0.50 10,
2575.00

0.50 10,
2600.00

0.50 10,
2625.00
0 310.0

0.00 0.0
0 310.0

0.00 0.0
.0 310.0

0.00 0.0
0 310.0

0.00 0.0
.0 310.0
0:00 5.0
.0 310.0

0.00 20.0
,0 310.0

0.00 5.0
0 310.0

0.00 30.0
0 310.0

0.00 5.0
0 310.0

0.00 20.0
0 310.0

0.00 15.0
0 310.0

0.00 5.0
0 310.0

0.00 0.0
0 310.0

0.00 5.0
0 310.0

0.00 25.0
0 310.0

0.00 5.0
0 310.0

0.00 0.0
0 310.0

0.00 5.0
0 310.0

0.00 25.0
0 310.0

0.00 5.0
0 310.0

0.00 15.0
0 310.0

0.00 0.0
0 310.0
0:00 0.0
0 310.0

0.T)0 5.0
0 310.0

0.00 0.0
0 310.0

0.00 20.0

2.0 2.0

2.0 Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020 -999. 21. 6.0
-1.30 0.043-9.000 0.02D-999. 21. 6.0
-1.30 0.043-9.000 0.020 -999. 21. 6.0
-1.30 0.043-9.000 0.020 -999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 2). 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21, 6.0
-1.30 0.043 -9.000.0.020 -999. 21. 6.0
-1.30 0.043-9.000 0.020 -999. 21; 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
file:///CAJsers/swinn/Downloads/2022.02.23_Aerscreen_ChevalBlanc_Construction_max_conc_distance.txt[2/24/2022 3:32:18 PM] §
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1 VOVOp
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to to to to
to to to to to to to to to to to to to to to to to to to to to to 0*9
0*9
0*9

6.0 0*9
0*9

0.6 6.0

6.0 6.0

6.0 0*9

6.0 6.0

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.51550E-01 3325.00 0.00 15.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.51024E-01 3350.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.50508E-01 3375.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.50000E-01 3400.00 O.-OO 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.49501E-01 3425.00 0.00 0.0 ' Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.4901 lE-01 3450.00 O.OO 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.48529E-01 3475.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.48056E-01 3500.00 0.00 20.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.47590E-01 3525.00 0.00 25.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.47132E-01 3550.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.46682E-01 3575.00 0.00 15.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.46239E-01 3600.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.45803E-01 3625.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.45375E-01 3650.00 0.00 0.0 -Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.44953E-01 3675.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.44538E-01 3700.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.44129E-01 3724.99 0.00 20.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.43727E-01 3750.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.43332E-01 3775.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.42942E-01 3800.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.42559E-01 3825.00 0.00 5.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.42181E-01 3849.99 0.00 15.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.41809E-01 3875.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.41443E-01 3900.00 0:00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.41082E-01 3925.00- 0.00 5.0 ■ Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.40727E-01 3950.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.40377E-01 3975.00 0.00 5.0 -Winter
0-360 10011001 -1.30 0.043 -9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21: 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 23, 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. ZlT 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999, 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-99.9. 21-. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21'. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
file:///C/Users/swinn/Downloads/2022.02.23_Aerscreen_ChevalBlanc_Construction_max_conc_distance.txt[2/24/2022 3:32:18 PM] j'T^
.000 1.50 0

0.40032E-01
,000 1.50 0

0.39692E-01
,000 1.50 0,

0.39358E-01
,000 1.50 0,

0.39028E-01
,000 1.50 0,

0.38703E-01
,000 1.50 0,

0.38382E-01
000 1.50 0.

0.38066E-01
000 1.50 0.

0.37755E-01
000 1.50 0.

0.37448E-01
000 1.50 0.

0.37145E-01
000 1.50 0.

0.36846E-01
000 1.50 0.

0.36552E-01
000 1.50 0.

0.36262E-01
000 1.50 0.

0.35975E-01
000 1.50 0.

0.35693E-01
000 1.50 0.

0.35414E-01
000 1.50 0.

0.35139E-01
000 1.50 0.

0.34868E-01
000 1.50 0.

0.34600E-01
000 1.50 0.

0.34336E-01
000 1.50 0.

0.34076E-01
000 1.50 0.

0.33818E-01
000 1.50 0.

0.33564E-01
000 1.50 0.

0.33314E-01
000 1.50 0.

0.33066E-01
000 1.50 0.

0.32822E-01
000 1.50 0.

0.32581E-01
,35 0.50 10,
4000.00
35 0.50 10,
4025.00
35 0.50 10.
4050.00
35 0.50 10.
4075.00
35 0.50 10.
4100.00
35 0.50 10.
4125.00
35 0.50 10.
4150.00
35 0.50 10.
4175.00
35 0.50 10.
4200.00
35 0.50 10.
4225.00
35 0.50 10.
4250.00
35 0.50 10.
4275.00
35 0.50 10.
4300.00
35 0.50 10.
4325.00
35 0.50 10.
4350.00
35 0.50 10.
4375.00
35 0.50 10.
4400.00
35 0.50 10.
4425.00
35 0.50 10.
4450.00
35 0.50 10.
4475.00
35 0.50 10.
4500.00
35 0.50 10.
4525.00
35 0.50 10.
4550.00
35 0.50 10.
4575.00
35 0.50 10.
4600.00
35 0.50 10.
4625,00
35 0.50 10.
4650.00
0 310.0

0.00 15.0
0 310.0

0.00 0.0
0 310.0

0.00 10.0
0 310.0

0.00 0.0
0 310.0

0.00 10.0
0 310.0

0.00 0.0
0 310.0

0.00 10.0
0 310.0

0.00 0.0
0 310.0

0.00 10.0
0 310.0

0.00 0.0
0 310.0

0.00 10.0
0 310.0

0.00 0.0
0 310.0

0.00 20,0
0 310.0

0.00 0.0
0 310.0

0.00 0.0

2.0 2.0

4.30 0.043 t9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0

4.30 0.043-9.000 0.020-999. 21. 6.0

4.30 0.043L-9.000 0.020-999. 21. 6.0
-1.30 0.043 -9.000 0.020-999. 21. 6.0

4.30 0.043-9.000 0.020-999. 21. 6.0
file;///C/Users/swinn/Downloads/2022.02.23_Aerscreen_ChevalBlanc_Construction_max_conc_distance.txt[2/24/2022 3:32:18 PM]

1.000 1.50 0

0.32343E-01

1.000 1.50 0

0.32108E-01

1.000 1.50 0

0.31876E-01

1.000 1.50 0

0.31647E-01

1.000 1.50 0,

0.31420E-01

1.000 1.50 0,

0.31197E-01

1.000 1.50 0.

0.30976E-01

1.000 1.50 0.

0.30758E-01

1.000 1.50 0.

0.30542E-01

1.000 1.50 0.

0.30329E-01

1.000 1.50 0.

0.30119E-01

1.000 1.50 0.

0.2991 lE-01

1.000 1.50 0.

0.29706E-01

1.000 1.50 0.

0.29503E-01

1.000 1.50 0.
,35 0.50 10
4675.00
,35 0.50 10
4700.00
35 0.50 10
4725.00
35 0.50 10,
4750.00
35 0.50 10,
4775.00
35 0.50 10,
4800.00
35 0.50 10,
4825.00
35 0.50 10.
4850.00
35 0.50 10.
4875.00
35 0.50 10.
4900.00
35 0.50 10.
4925.00
35 0.50 10.
4950.00
35 0.50 10.
4975.00
35 0.50 10,
5000.00
35 0.50 10.
,0 310.0

0.00 0.0
,0 310.0

0.00 0.0
0 310.0

0.00 25.0
0 310.0

0.00 5.0
0 310.0

0.00 0.0
0 310.0

0.00 5.0
0 310.0

0.00 0.0
0 310.0

0.00 5.0
0 310.0

0.00 0.0
0 310.0

0.00 5.0
0 310.0

0.00 0.0
0 310.0

0.00 5.0
0 310.0

0.00 0.0
0 310.0

0.00 5.0
0 310.0

2.0 Winter

2.0 i Winter

2.0 .'ir. Winter

2.0 '"Winter

2.0 Winter

2.0 - Winter

2.0 0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043 -9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
file:///C/Users/swinn/Downloads/2022.02.23_Aerscreen_ChevalBlanc_Construction_max_conc_distance.txt[2/24/2022 3:32:18 PM] start date and time 02/21/22 16:34:38
AERSCREEN 21112
Cheval Blnac, Operation
Cheval Blnac, Operation
--- DATA ENTRY VALIDATION •

METRIC ENGLISH
** AREADATA **
Emission Rate: 0.159E-02 g/s 0.126E-01 Ib/hr
Area Height: 3.00 meters 9.84 feet
Area Source Length: 101.66 meters 333.53 feet
Area Source Width: 50.83 meters 166.77 feet
Vertical Dimension: 1.50 meters 4.92 feet
Model Mode: URBAN
Population: 32701
Dist to Ambient Air: 1.0 meters 3. feet
** BUILDING DATA **
No Building Downwash Parameters
** TERRAIN DATA **
No Terrain Elevations
Source Base Elevation: 0.0 meters 0.0 feet
Probe distance: 5000. meters 16404. feet
No flagpole receptors
No discrete receptors used
*» FUMIGATION DATA **
No fumigation requested
** METEOROLOGY DATA »*
Min/Max Temperature: 250.0 / 310.0 K -9.7 / 98.3 Deg F
Minimum Wind Speed: 0.5 m/s
Anemometer Height: 10.000 meters
Dominant Surface Profile: Urban
Dominant Climate Type: Average Moisture
Surface friction velocity (u*): not adjusted

DEBUG OPTION ON
AERSCREEN output file:
2022.02.21_Aerscreen_ChevalBlanc_0peration.out
♦** AERSCREEN Run is Ready to Begin
No terrain used, AERMAP will not be run

SURFACE CHARACTERISTICS & MAKEMET
Obtaining surface characteristics...

Using AERMET seasonal surface characteristics; for Urban with Average Moisture Season Albedo Bo zo
Winter 0.35 1.50 1.000
Spring 0.14 1.00 1.000
Summer 0.16 2.00 1.000
Autumn 0.18 2.00 1.000
Creating met files aerscreen_01_01.sfc & aerscreen_01_01.pfl Creating met files aerscreen_02_01.sfc & aerscreen_02_01.pfl Creating met files aerscreen_03_01.sfc & aerscreen_03_01.pfl Creating met files aerscreen_04_01.sfc & aerscreen_04_01.pfl Buildings and/or terrain present or rectangular area source, skipping probe FLOWSECTOR Started 02/21/22 16:36:57
Running AERMOD
Processing Winter
Processing surface roughness sector 1 .

Processing wind flow sector 1
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 0 ««:KiK:ic:i(iie* WARNING MESSAGES ********
*** none ***
Processing wind flow sector 2
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 5 ******** WARNING MESSAGES ********
*** none ***
Processing wind flow sector 3
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 10 ******** WARNING MESSAGES ********
*** none ***
Processing wind flow sector 4
AERROD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 15 ******** WARNING RESSAGES ********
*** NONE ***
Processing wind flow sector 5
AERROD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 20 ******** WARNING RESSAGES ********
*** NONE ***
% 4i :1c 3|e 9|c 4::)(:4e 9|e 9|c:tc :ic :ic :)c :)c :)e :|e :|c :fc :|c :|c :)c :|c :|c :|c :|c ************************ * Processing wind flow sector 6
AERROD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 25 4:**4c**** WARNING RESSAGES ********
*** none ***
:|c****************************:(c:{c:(c:|c:|c:|c:|c:|c4::lc:jc:ic:|c:lc:jc4::|c4c%:|c**** Processing wind flow sector 7
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Winter sector 30 ******** WARNING MESSAGES ********
*** NONE ***
Running AERMOD
Processing Spring
Processing surface roughness sector 1
Processing wind flow sector 1
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 0 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 2
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 5 ******** WARNING MESSAGES ********
*** NONE ***
*****************************************************
Processing wind flow sector 3
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 10 4::):****** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 4
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 15 :(c:ie****** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 5
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 20 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 6
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 25 WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 7
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Spring sector 30 ******** WARNING MESSAGES ********
*** NONE ***
Running AERMOD
Processing Summer
Processing surface roughness sector 1
Processing wind flow sector 1
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 0 ******** WARNING MESSAGES ********
*** NONE ***
*****************************************************
Processing wind flow sector 2
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 5 ******** WARNING MESSAGES ********
*** NONE ***
**************************************:•:************** Processing wind flow sector 3
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 10 ******** WARNING MESSAGES ********
*** NONE ***
*****************************************************
Processing wind flow sector 4
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 15 ******** WARNING MESSAGES ********
*** NONE ***
**************%^4c**************4c:|c^^3|c:|i:i::t:4:***N'********* Processing wind flow sector 5
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 20 ******** WARNING MESSAGES ********
*** none ***
Processing wind flow sector 6
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 25 ««****** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 7
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Summer sector 30 ******** WARNING MESSAGES ********
*** NONE ***
******^:(c4:9t:3|s:|e*:|c4:9|c3t:****4!******4c*************** Running AERMOD
Processing Autumn
Processing surface roughness sector 1
*****:t:***************4:************ + 4:***************** Processing wind flow sector 1
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 0 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 2
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 5 ******** WARNING MESSAGES ********
*** NONE ***
******************* ^*3H** ************ *:fc:ic****4(*******.** Processing wind flow sector 3
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 10 ******** WARNING MESSAGES ********
*** none ***
Processing wind flow sector 4
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 15 ******** WARNING MESSAGES ********
*** none ***
Processing wind flow sector 5
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 20 ******** WARNING MESSAGES ********
*** NONE ***
Processing wind flow sector 6
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 25 ******** WARNING MESSAGES *♦****♦♦
*** NONE ***
Processing wind flow sector 7
AERMOD Finishes Successfully for FLOWSECTOR stage 2 Autumn sector 30 ******** WARNING MESSAGES ♦****♦♦*
*** NONE ***
FLOWSECTOR ended 02/21/22 16:37:05
REFINE started 02/21/22 16:37:05
AERMOD Finishes Successfully for REFINE stage 3 Winter sector 0 ******** WARNING MESSAGES ********
*** NONE ***
REFINE ended Q2I21122 16:37:07
AERSCREEN Finished Successfully
With no errors or warnings
Check log file for details
Ending date and time 02/21/22 16:37:08
Concentration Distance Elevation Diag Season/Month Zo sector

ZIMCH M-OLEN ZO BO WEN ALBEDO REF WS HT REP TA

0.56197E+01 1.00 0.00 0.0 Winter

2.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

52.00 0.00 0.0

1.000 1.50 0.35 0.50 10.0 310.0

0.67728E+01 25.00 0.00 0.0

1.000 1.50 0.35 0.50 10.0 310.0

0.76494E+01 50.00 0.00 0.0
* 0.76927E+01 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.48615E+01 75.00 0.00 15.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.32829E+01 100.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.24158E+01 125.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.18819E+01 150.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.15230E+01 175.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.12686E+01 200.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.10792E+01 225.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.93512E+00 250.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.82029E+00 275.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.72859E+00 300.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.65309E+00 325.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.5903lE+00 350.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.53714E+00 375.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.49189E+00 400.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.45272E+00 425.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.41858E+00 450.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.38873E+00 475.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.36244E+00 500.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.33913E+00 525.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.31832E+00 550.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.29957E+00 575.00 0.00 0.0 Winte

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.28267E+00 600.00 0.00 0.0 Winte
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
0-360 10011001
Date HO U* W* DT/DZZICNV
HT
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
file:///C/Users/swinn/Downloads/2022.02.21_Aerscreen_ChevalBlanc_Operation_max_conc_distance.txt[2/24/2022 3:32:48 PM]

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.26728E+00 625.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.25329E+00 650.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.24053E+00 675.00 0.00 5.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.22886E+00 700.00 0.00 5.0 Winter

1.000 1.50 0.3,5 0.50 10.0 310.0 2.0

0.21814E+00 ' 725.00 0.00 5.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.20826E+00 750.00 0.00 5.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.19915E+00 775.00 0.00 5.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.19070E+00 800.00 0.00 5.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.18287E+00 825.00 0.00 5.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.17557E+00 850.00 0.00 5.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.16876E+00 875.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.16242E+00 900.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.15647E+00 925.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.15180E+00 950.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50- 10.0 310.0 2.0

0.14648E+00 975.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.14148E+00 1000.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.13676E+00 1025.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.13231E+00 1050.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.12810E+00 1075.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.12412E+00 1100.00 0.00 5.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.12035E+00 1125.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.11677E+00 1150.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.11338E+00 1175.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.11015E+00 1200.00 0.00 5.0 Winter

1.000 1.50 0.35 0.5a 10.0 310.0 2.0

0.10707E+0() 1225.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.10415E+00 1250.00 0.00 0.0 Winter

1.000 1.50 0.35 0.50 10.0 310.0 2.0

0.10135E+00 1275.00 0.00 0.0 Winter
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000" 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020 r999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020 -999. 21. 6.0
0-360 10011001 -1.30 0.043-9.060 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
0-360 10011001 -1.30 0.043-9.000 0.020-999. 21. 6.0
file:///C/Users/swinn/DownIoads/2022.02.21_Aerscreen_ChevalBlanc_Operation_niax_conc_distance.txt[2/24/2022 3:32:48 PM]

1.000 1.50 0.35

0.98690E-01

1.000 1.50 0.35

0.96145E-01

1.000 1.50 0.35

0.93711E-01

1.000 1.50 0.35

0.91382E-01

1.000 1.50 0.35

0.89151E-01

1.000 1.50 0.35

0.87013E-01

1.000 1.50 0.35

0.84963E-01

1.000 1.50 0.35

0.82994E-01

1.000 1.50 0.35

0.81104E-01

1.000 1.50 0.35

0.79286E-01

1.000 1.50 0.35

0.77538E-01

1.000 1.50 0.35

0.75856E-01

1.000 1.50 0.35

0.74236E-01

1.000 1.50 0.35

0.72675E-01

1.000 1.50 0.35

0.71170E-01

1.000 1.50 0.35

0.69718E-01

1.000 1.50 0.35

0.68317E-01

1.000 1.50 0.35

0.66964E-01

1.000 1.50 0.35

0.65656E-01

1.000 1.50 0.35

0.64392E-01

1.000 1.50 0.35

0.63170E-01

1.000 1.50 0.35

0.61987E-01

1.000 1.50 0.35

0.60842E-01

1.000 1.50 0.35

0.59734E-01

1.000 1.50 0.35

0.58660E-01

1.000 1.50 0.35

0.57618E-01

1.000 1.50 0.35

0.56609E-01

0.50 10.0
1300.00 0

0.50 10.0
1325.00 0

0.50 10.0
1350.00 0

0.50 10.0
1375.00 0,

0.50 10.0
1400.00 0,

0.50 10.0
1425.00 0,

0.50 10.0
1450.00 0,

0.50 10.0
1475.00 0,

0.50 10.0
1500.00 0,

0.50 10.0
1525.00 0.

0.50 10.0
1550.00 0.

0.50 10.0
1574.99 0,

0.50 10.0
1600.00 0.

0.50 10.0
1625.00 0.

0.50 10.0
1650.00 0.

0.50 10.0
1675.00 0.

0.50 10.0
1700.00 0.

0.50 10.0
1725.00 0.

0.50 10.0
1750.00 0.

0.50 10.0
1775.00 0.

0.50 10.0
1800.00 0.

0.50 10.0
1825.00 0.

0.50 10.0
1850.00 0.

0.50 10.0
1875.00 0.

0.50 10.0
1899.99 0.

0.50 10.0
1924.99 0.

0.50 10.0
1950.00 0.
310.0
00 5.0
310.0
00 0.0
310.0
00 5.0
310.0
00 0.0
310.0
00 5.0
310.0
00 15.0
310.0
00 5.0
310.0
00 0.0
310.0
00 5.0
310.0
00 10.0
310.0
00 5.0
310.0
00 25.0
310.0
00 5.0
310.0
00 10.0
310.0
00 20.0
310.0
00 10.0
310.0
00 10.0
310.0
00 10.0
310.0
00 10.0
310.0
00 10.0
310.0
00 10.0
310.0
00 10.0
310.0
00 10.0
310.0
00 10.0
310.0
00 25.0
310.0
00 5.0
310.0
00 0.0

2.0 2.0

2.0 Winter 0-360 10011001
Winter 0t360 10011001
Winter 0-360 10011001
Winter 0-3'60 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
Winter . 0^360 10011001
Winter 0-360 10011001
Winter 0-360 10011001
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
-1.30 0.043-9.000 0.020-999. 21. 6.0
file:///C/Users/swinn/Downloads/2022.02.21_Aerscreen_ChevalBlanc_Operation_max_conc_distance.txt[2/24/2022 3:32:48 PM]

1.000 1.50 0

0.55629E-01

1.000 1.50 0

0.54679E-01

1.000 1.50 0

0.53757E-01

1.000 1.50 0

0.52860E-01

1.000 1.50 0

0.51990E-01

1.000 1.50 0,

0.51144E-01

1.000 1.50 0,

0.50322E-01

1.000 1.50 0,

0.49522E-01

1.000 1.50 0,

0.48744E-01

1.000 1.50 0,

0.47987E-01

1.000 1.50 0.

0.4725 lE-01

1.000 1.50 0.

0.46533E-01

1.000 1.50 0.

0.45834E-01

1.000 1.50 0.

0.45153E-01

1.000 1.50 0.

0.44490E-01

1.000 1.50 0.

0.43843E-01

1.000 1.50 0.

0.43212E-01

1.000 1.50 0.

0.42597E-01

1.000 1.50 0.

0.41997E-01

1.000 1.50 0.

0.41412E-01

1.000 1.50 0.

0.40840E-01

1.000 1.50 0.

0.40282E-01

1.000 1.50 0.

0.39737E-01

1.000 1.50 0.

0.39204E-01

1.000 1.50 0.

0.38684E-01

1.000 1.50 0.

0.38176E-01

1.000 1.50 0.

0.37679E-01
.35 0.50 10
1975.00
.35 0.50 10
2000.00
.35 0.50 10
2025.00
.35 0.50 10
2O5O.O'0
,35 0.50 10
2075.00"
,35 0.50 10
2100.00
,35 0.50 10
2125.00
,35 0.50 10
2150.00
,35 0.50 10
2175.00
,35 0.50 10
2200.00
35 0.50 10
2225.00
,35 0.50 10
2250.00
35 0.50 10
2275.00
35 0.50 10
2300.00
35 0.50 10
2325.00
35 0.50 10
2350.00
35 0.50 10
2375.00
35 0.50 10,
2400.00
35 0.50 10,
2425.00
35 0.50 10,
2449.99
35 0.50 10,
2475.00
35 0.50 10,
2500.00
35 0.50 10,
2525.00
35 0.50 10,
2550.00
35 0.50 10,
2575.00
35 0.50 10,
2600.00
35 0.50 10.
2625.00
.0 310.0

0.00 5.0
0 310.0

0.00 0.0
0 310.0

0.00 5.0
.0 310.0

0.00 0.0
.0 310.0

0.00' 5.0
,0 310.0

0.00 15.0
,0 310.0

0.00 5.0
0 310.0

0.00 0.0
0 310.0

0.00 5.0
0 310.0

0.00 20.0
0 310.0

0.00 5.0
0 310.0

0.00 15.0
0 310.0

0.00 5.0
0 310.0

0.00 -0.0
0 310.0

0.00 0.0
0 310.0

0.00 5.0
0 310.0

0.00 0.0
0 310.0

0.00 5.0
0 310.0

0.00 25.0
0 310.0

0.00 0.0
0 310.0

0.00 20.0

2.0 2.0

1.000 1.50 0

0.37193E-01

1.000 1.50 0

0.36718E-01

1.000 1.50 0

0.36254E-01

1.000 1.50 0
- 0.35799E-01

1.000 1.50 0
• 0.35355E-01

1.000 1.50 0

0.34919E-01

1.000 1.50 0

0.34493E-01

1.000 1.50 0

0.34076E-01

1.000 1.50 0

0.33668E-01

1.000 1.50 0

0.33268E-01

1.000 1.50 0.

0.32876E-01

1.000 1.50 0,

0.32492E-01

1.000 1.50 0,

0.32116E-01

1.000 1.50 0,

0.31747E-01

1.000 1.50 0,

0.31385E-01

1.000 1.50 0,

0.31031E-01

1.000 1.50 0,

0.30683E-01

1.000 1.50 0,

0.30342E-01
1,000 1.50 0.

0.30008E-01

1.000 1.50 0.

0.29680E-01

1.000 1.50 0.

0.29358E-01

1.000 1.50 0.

0.29042E-01

1.000 1.50 0.

0.28732E-01

1.000 1.50 0.

0.28428E-01
LOOO 1.50 0.

0.28129E-01

1.000 1.50 0.

0.27836E-01

1.000 1.50 0,
0;27547E-01
.35 0.50 10
2650.00
.35 0.50 10
2675.00
.35 0.50 10
2700.00
.35 0.50 10
2725.00
.35 0.50 10
2750.00
,35 0.50 10
2775.00
,35 0.50 10
2800.00
,35 0.50 10
2825.00
,35 0.50 10
2850.00
35 0.50 10,
2875.00
35 0.50 10,
2900.00
35 0.50 10,
2925.00
35 0.50 10,
2950.00
35 0.50 10,
2975.00
35 0.50 10,
3000.00
35 0.50 10.
3025.00
35 0.50 10.
3050.00
35 0.50 10.
3075.00
35 0.50 10.
3100.00
35 0.50 10.
3125.00
35 0.50 10.
3150.00
35 0.50 10.
3174.99
35 0.50 10.
3200.00
35 0.50 10.
3225.00
35 0.50 10.
3250.00
35 0.50 10,
3275.00
35 0.50 10.
3300.00
.0 310.0

0.00 0.0
.0 310.0

0.00 10.0
.0 310.0

0.00 15.0
.0 310.0

0.00 0.0
.0 310.0

0.00 5.0
.0 310.0

0.00 0.0
.0 310.0

0.00 5.0
,0 310.0

0.00 10.0
,0 310.0

0.00 5.0
,0 310.0

0.00 0.0
,0 310.0

0.00 5.0
,0 310.0

0.00 0.0
,0 310.0

0.00 10.0
,0 310.0

0.00 0.0
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fi!e:///C/Users/swinn/Downloads/2022.02.21_Aerscreen_ChevalBlanc_Operation_inax_conc_distance.txt[2/24/2022 3:32:48 PM]

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file:///C/Users/swinn/Downloads/2022.02.21_Aerscreen_ChevalBlanc_Operation_niax_conc_distance.txt[2/24/2022 3:32:48 PM]

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2.0 file:///CAJsers/swinn/Do\vnloads/2022.02.21_Aerscreen_ChevalBlanc_Operation_max_conc_distance.txt[2/24/2022 3:32:48 PM] Attachment D
SWAPE
Technical Consultation, Data Analysis and
Litigation Support for the Environment
2656; 29*'' Street, Suite 201
Santa Monica, CA 90405
Matt Hagemann, P.G, C.Hg.
(949) 887-9013
[email protected]
Matthew F. Hagemann, P.G., C.Hg., QSD, QSP
Geologic and Hydrogeologic Characterization
Investigation and Remediation Strategies
Litigation Support and Testifying Expert
Industrial Stormwater Compliance
CEQA Review
Education:

M.S. Degree, Geology, California State University Los Angeles, Los Angeles, CA, 1984.

B.A. Degree, Geology, Humboldt State University, Arcata, CA, 1982. : Prof essionaLCertifications:

California Professional Geologist
California Certified Hydrogeologist
Qualified SWPPP Developer and Practitioner
Professional Experience:

Matt has 30 years of experience in environmental policy, contaminant assessment and remediation, stormwater compliance, and CEQA review. He spent nine years with the U.S. EPA in the RCRA and Superfund programs and served as EPA's Senior Science Policy Advisor in the Westem Regional Office where he identified emerging threats to groimdwater from perchlorate and MTBE. While with EPA, Matt also served as a Senior Hydrogeologist in the oversight of the assessment of seven major military facilities undergoing base closure. He led numerous enforcement actions under provisions of the Resource Conservation and Recovery Act (RCRA) and directed efforts to improve hydrogeologic characterization and water quality monitoring. For the past 15 years, as a founding partner with SWAPE, Matt has developed extensive client relationships and has managed complex projects that include consultation as an expert witness and a regulatory specialist, and a manager of projects ranging from industrial stormwater compliance to CEQA review of impacts from hazardous waste, air quality and greenhouse gas emissions.

Positions Matt has held include:
• Founding Partner, Soil/Water/Air Protection Enterprise (SWAPE) (2003 - present); • Geology Instructor, Golden West College, 2010 - 2104,2017; • Senior Environmental Analyst, Komex H20 Science, Inc. (2000 - 2003); Executive Director, Orange Coast Watch (2001 - 2004);
Senior Science Policy Advisor and Hydrogeologist, U.S. Environmental Protection Agency (1989- 1998);
Hydrogeologist, National Park Service, V^ater Resources Division (1998 - 2000); Adjunct Faculty Member, San Francisco State University, Department of Geosciences (1993 - 1998);
Instructor, College of Marin, Department of Science (1990 -1995); Geologist, U.S. Forest Service (1986 -1998); and
Geologist, Dames & Moore (1984 -1986).

Senior Regulatory and Litigation Support Analyst:

With SWAPE, Matt's responsibilities have included:
• Lead analyst and testifying expert in the review of over 300 environmental impact reports and negative declarations since 2003 under CEQA that identify significant issues with regard to hazardous waste, water resources, water quality, air quality, greenhouse gas emissions, and geologic hazards. Make recommendations for additional mitigation measures to lead agencies at the local and county level to include additional characterization of health risks and implementation of protective measures to reduce worker exposure to hazards from toxins and Valley Fever.
• Stormwater analysis, sampling and best management practice evaluation at more than 100 industrial facilities.
• Expert witness on numerous cases including, for example, perfluorooctanoic acid (PFOA) contamination of groundwater, MTBE litigation, air toxins at hazards at a school, CERCLA compliance in assessment and remediation, and industrial stormwater contamination. • Technical assistance and litigation support for vapor intrusion concerns. • Lead analyst and testifying expert in the review of environmental issues in license applications for large solar power plants before the California Energy Commission. • Manager of a project to evaluate numerous formerly used military sites in the western U.S. • Manager of a comprehensive evaluation of potential sources of perchlorate contamination in Southern California drinking water wells.
• Manager and designated expert for litigation support under provisions of Proposition 65 in the review of releases of gasoline to sources drinking water at major refineries and hundreds of gas stations throughout California.

With Komex H20 Science Inc., Matt's duties included the following:
• Senior author of a report on the extent of perchlorate contamination that was used in testimony by the former U.S. EPA Administrator and General Counsel. • Senior researcher in the development of a comprehensive, electronically interactive chronology of MTBE use, research, and regulation.
• Senior researcher in the development of a comprehensive, electronically interactive chronology of perchlorate use, research, and regulation.
• Senior researcher in a study that estimates nationwide costs for MTBE remediation and drinking water treatment, results of which were published in newspapers nationwide and in testimony against provisions of an energy bill that would limit liability for oil companies. • Research to support litigation to restore drinking water supplies that have been contaminated by MTBE in California and New York.
• Expert witness testimony in a case of oil production-related contamination in Mississippi. • Lead author for a multi-volume remedial investigation report for an operating school in Los Angeles that met strict regulatory requirements and rigorous deadlines. • Development of strategic approaches for cleanup of contaminated sites in consultation with^ clients and regulators.

Executive Director:

As Executive Director with Orange Coast Watch, Matt led efforts to restore water quality at Orange County beaches from multiple sources of contamination including urban runoff and the discharge of wastewater. In reporting to a Board of Directors that included representatives from leading Orange County universities and businesses. Matt prepared issue papers in the areas of treatment and disinfection of wastewater and control of the discharge of grease to sewer systems. Matt actively participated in the development of countywide water quality permits for the control of urban runoff and permits for the discharge of wastewater. Matt worked with other nonprofits to protect and restore water quality, including Surfrider, Natural Resources Defense Council and Orange County CoastKeeper as well as with business institutions including the Orange County Business Council.

Hydrogeology:

As a Senior Hydrogeologist with the U.S. Environmental Protection Agency, Matt led investigations to characterize and cleanup closing military bases, including Mare Island Naval Shipyard, Hunters Point Naval Shipyard, Treasure Island Naval Station, Alameda Naval Station, Moffett Field, Mather Army Airfield, and Sacramento Army Depot. Specific activities were as follows:
• Led efforts to model groundwater flow and contaminant transport, ensured adequacy of monitoring networks, and assessed cleanup alternatives for contaminated sediment, soil, and groundwater.
• Initiated a regional program for evaluation of groundwater sampling practices and laboratory analysis at military bases.
• Identified emerging issues, wrote technical guidance, and assisted in policy and regulation development through work on four national U.S. EPA workgroups, including the Superfund Groundwater Technical Forum and the Federal Facilities Forum.

At the request of the State of Hawaii, Matt developed a methodology to determine tiie vulnerability of groundwater to contamination on the islands of Maui and Oahu. He used analytical models and a CIS to show zones of vulnerability, and the results were adopted and published by the State of Hawaii and County of Maui.

As a hydrogeologist with the EPA Groundwater Protection Section, Matt worked with provisions of the Safe Drinking Water Act and NEPA to prevent drinking water contamination. Specific activities included the following:
• Received an EPA Bronze Medal for his contribution to the development of national guidance for the protection of drinking water.
• Managed the Sole Source Aquifer Program and protected the drinking water of two communities through designation under the Safe Drinking Water Act. He prepared geologic reports, conducted public hearings, and responded to public comments from residents who were very concerned abou t the impact of designation. ^
• Reviewed a number of Environmental Impact Statements for planned major developments, including large hazardous and solid waste disposal facilities, mine reclamation, and water transfer.

Matt served as a hydrogeologist with the RCRA Hazardous Waste program. Duties were as follows:
• Supervised the hydrogeologic investigation of hazardous waste sites to determine compliance with Subtitle C requirements.
• Reviewed and wrote "part B" permits for the disposal of hazardous waste. • Conducted RCRA Corrective Action investigations of waste sites and led inspections that formed the basis for significant enforcement actions that were developed in close coordination with U.S.

EPA legal counsel.
• Wrote contract specifications and supervised contractor's investigations of waste sites.

With the National Park Service, Matt directed service-wide investigations of contaminant sources to prevent degradation of water quality, including the following tasks:
• Applied pertinent laws and regulations including CERCLA, RCRA, NEPA, NRDA, and the Clean Water Act to control military, mining, and landfill contaminants. • Conducted watershed-scale investigations of contaminants at parks, including Yellowstone and Olympic National Park.
• Identified high-levels of perchlorate in soil adjacent to a national park in New Mexico and advised park superintendent on appropriate response actions under CERCLA. • Served as a Park Service representative on the Interagency Perchlc.rate Steering Corrunittee, a national workgroup.
• Developed a program to conduct environmental compliance audits of all National Parks while serving on a national workgroup.
• Co-authored two papers on the potential for water contamination from the operation of personal watercraft and snowmobiles, these papers serving as the basis for the development of nation wide policy on the use of these vehicles in National Parks. • Contributed to the Federal Multi-Agency Source Water Agreement under the Clean Water Action Plan.

Policy:

Served senior management as the Senior Science Policy Advisor with the U.S. Environmental Protection Agency, Region 9.

Activities included the following:
• Advised the Regional Administrator and senior management on emerging issues such as the potential for the gasoline additive MTBE and ammonium perchlorate to contaminate drinking water supplies.
• Shaped EPA's national response to these threats by serving on workgroups and by contributing to guidance, including the Office of Research and Development publication. Oxygenates in Water: Critical Information and Research Needs.
• Improved the technical training of EPA's scientific and engineering staff. • Earned an EPA Bronze Medal for representing the region's 300 scientists and engineers in negotiations with the Administrator and senior management to better integrate scientific principles intathe policy-making process.
• Established national protocol for the peer review of scientific documents.

Geology:

With the U.S. Forest Service, Matt led investigations to determine hillslope stability of areas proposed for timber harvest in the central Oregon Coast Range. Specific activities were as follows:
• Mapped geology in the field, and used aerial photographic interpretation and mathematical models to determine slope stability.
• Coordinated his research with community members who were concerned with natural resource protection.
• Characterized the geology of an aquifer that serves as the sole source of drinking water for the city of Medford, Oregon.

As a consultant with Dames and Moore, Matt led geologic investigations of two contaminated sites (later listed on the Superfund NPL) in the Portland, Oregon, area and a large hazardous waste site in eastern Oregon. Duties included the following:
• Supervised year-long effort for soil and groundwater sampling. • Conducted aquifer tests.
• Investigated active faults beneath sites proposed for hazardous waste disposal.

Teaching:

From 1990 to 1998, Matt taught at least one course per semester at the community college and university levels:
• At San Francisco State University, held an adjunct faculty position and taught courses in environmental geology, oceanography (lab and lecture), hydrogeology, and groundwater contamination.
• Served as a committee member for graduate and undergraduate students. • Taught courses in environmental geology and oceanography at the College of Marin.

Matt is currently a part time geology instructor at Golden West College in Huntington Beach, California where he taught from 2010 to 2014 and in 2017.

Invited Testimony. Reports. Papers and Presentations:

Hagemann, M.F., 2008. Disclosure of Hazardous Waste Issues under CEQA. Presentation to the Public Environmental Law Conference, Eugene, Oregon,
Hagemann, M.F., 2008. Disclosure of Hazardous Waste Issues under CEQA. Invited presentation to U.S.

EPA Region 9, San Francisco, California.

Hagemann, M.F., 2005. Use of Electronic Databases in Environmental Regulation, Policy Making and Public Participation. Brownfields 2005, Denver, Coloradao.

Hagemann, M.F., 2004. Perchlorat'e Contamination of the Colorado River and Impacts to Drinking Water in Nevada and the Southwestern U.S. Presentation to a meeting of the American Groundwater Trust, Las Vegas, NY (served on conference organizing committee).

Hagemann, M.F., 2004. Invited testimony to a California Senate committee hearing on air toxins at schools in Southern California, Los Angeles.

Brown, A., Farrow, J., Gray, A. and Hagemann, M., 2004. An Estimate of Costs to Address MTBE Releases from Underground Storage Tanks and the Resulting Impact to Drinking Water Wells.

Presentation to the Ground Water and Environmental Law Conference, National Groundwater Association.

Hagemann, M.F., 2004. Perchlorate Contamination of the Colorado River and Impacts to Drinking Water in Arizona and the Southwestern U.S. Presentation to a meeting of the American Groundwater Trust, Phoenix, AZ (served on conference organizing committee).

Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River and Impacts to Drinking Water in the Southwestern U.S. Invited presentation to a special committee meeting of the National Academy of Sciences, Irvine, CA.

Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River. Invited presentation to a tribal EPA meeting, Pechanga, CA.

Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River. Invited presentation to a meeting of tribal repesentatives, Parker, AZ.

Hagemann, M.F., 2003. Impact of Perchlorate on the Colorado River and Associated Drinking Water Supplies. Invited presentation to the Inter-Tribal Meeting, Torres Martinez Tribe.

Hagemann, M.F., 2003. The Emergence of Perchlorate as a Widespread Drinking Water Contaminant.

Invited presentation to the U.S. EPA Region 9.

Hagemann, M.F., 2003. A Deductive Approach to the Assessment of Perchlorate Contamination. Invited presentation to the California Assembly Natural Resources Committee.

Hagemann, M.F., 2003. Perchlorate: A Cold War Legacy in Drinking Water. Presentation to a meeting of the National Groundwater Association.

Hagemann, M.F., 2002. From Tank to Tap: A Chronology of MTBE in Groundwater. Presentation to a meeting of the National Groundwater Association.

Hagemann, M.F., 2002. A Chronology of MTBE in Groundwater and an Estimate of Costs to Address Impacts to Groundwater. Presentation to the annual meeting of the Society of Environmental Journalists.

Hagemann, M.F., 2002. An Estimate of the Cost to Address MTBE Contamination in Groundwater (and Who Will Pay). Presentation to a meeting of the National Groundwater Association.

Hagemann, M.F., 2002. An Estimate of Costs to Address MTBE Releases from Underground Storage Tanks and the Resulting Impact to Drinking Water Wells. Presentation to a meeting of the U.S. EPA and State Underground Storage Tank Program managers.

Hagemann, M.F., 2001. From Tank to Tap: A Chronology of MTBE in Groundwater. Unpublished report.

Hagemann, M.F., 2001. Estimated Cleanup Cost for MTBE in Groundwater Used as Drinking Water.

Unpublished report.

Hagemann, M.F., 2001. Estimated Costs to Address MTBE Releases from Leaking Underground Storage Tanks. Unpublished report.

Hagemann, M.F., and VanMouwerik, M., 1999. Potential Water Quality Concerns Related to Snowmobile Usage. Water Resources Division, National Park Service, Technical Report.

VanMouwerik, M. and Hagemann, M.F. 1999, Water Quality Concems Related to Personal Watercr^t Usage. Water Resources Division, National Park Service, Technical Report.

Hagemann, M.F., 1999, Is Dilution the Solution to Pollution in National Parks? The George Wright Society Biannual Meeting, Asheville, North Carolina.

Hagemann, M.F., 1997, The Potential for MTBE to Contaminate Groundwater. U.S. EPA Superfund Groundwater Technical Forum Annual Meeting, Las Vegas, Nevada.

Hagemann, M.F., and Gill, M., 1996, Impediments to Intrinsic Remediation, Moffett Field Naval Air Station, Conference on Intrinsic Remediation of Chlorinated Hydrocarbons, Salt Lake City.

Hagemann, M.F., Fukunaga, G.L., 1996, The Vulnerability of Groundwater to Anthropogenic Contaminants on the Island of Maui, Hawaii. Hawaii Water Works Association Annual Meeting, Maui, October 1996.

Hagemann, M. F., Fukanaga, G. L., 1996, Ranking Groundwater Vulnerability in Central Oahu, Hawaii. Proceedings, Geographic Information Systems in Environmental Resources Management, Air and Waste Management Association Publication VIP-61.

Hagemann, M.F., 1994. Groundwater Characterization and Cleanup at Closing Military Bases in California. Proceedings, Califomia Groundwater Resources Association Meeting.

Hagemann, M.F. and Sabol, M.A., 1993. Role of the U.S. EPA in the High Plains States Groundwater Recharge Demonstration Program. Proceedings, Sixth Biennial Symposium on the Artificial Recharge of Groundwater.

Hagemann, M.F., 1993. U.S. EPA Policy on the Technical Impracticability of the Cleanup of DNAPLcontaminated Groundwater. California Groundwater Resources Association Meeting.

Hagemann, M.F., 1992. Dense Nonaqueous Phase Liquid Contamination of Groundwater: An Ounce of Prevention... Proceedings, Association of Engineering Geologists Annual Meeting, v. 35.

Other Experience:

Selected as subject matter expert for the California Professional Geologist licensing examinations, 2009-2011.

Attachment E
SWAPE
Technical Consultation, Data Analysis and
Litigation Support for the Environment

SOIL WATER AIR PROTECTION ENTERPRISE
2656 29th Street, Suite 201
Santa Monica, California 90405
Attn: Paul Rosenfeld, Ph.D.

Mobil: (310) 795-2335
Office: (310)452-5555
Fax: (310)452-5550
Email: [email protected]
Paul Rosenfeld, Ph.D.

Principal Environmental Chemist
Chemical Fate and Transport & Air Dispersion Modeling
Risk Assessment & Remediation Specialist
Education
Ph.D. Soil Chemistry, University of Washington, 1999. Dissertation on volatile organic compound filtration.

M.S. Environmental Science, U.C. Berkeley, 1995. Thesis on organic waste economics.

B.A. Environmental Studies, U.C. Santa Barbara, 1991. Thesis on wastewater treatment.

Professional Experience
Dr. Rosenfeld has over 25 years' experience conducting environmental investigations and risk assessments for evaluating impacts to human health, property, and ecological receptors. His expertise focuses on the fate and transport of environmental contaminants, human health risk, exposure assessment, and ecological restoration. Dr.

Rosenfeld has evaluated and modeled emissions from oil spills, landfills, boilers and incinerators, process stacks, storage tanks, confined animal feeding operations, industrial, military and agricultural sources, unconventional oil drilling operations, and locomotive and construction engines. His project experience ranges from monitoring and modeling of pollution sources to evaluating impacts of pollution on workers at industrial facilities and residents in surrounding communities. Dr. Rosenfeld has also successfully modeled exposure to contaminants distributed by water systems and via vapor intrusion.

Dr. Rosenfeld has investigated and designed remediation programs and risk assessments for contaminated sites containing lead, heavy metals, mold, bacteria, particulate matter, petroleum hydrocarbons, chlorinated solvents, pesticides, radioactive waste, dioxins and fiirans, semi- and volatile organic compounds, PCBs, PAHs, creosote, perchlorate, asbestos, per- and poly-fluoroalkyl substances (PFOA/PFOS), unusual polymers, fuel oxygenates (MTBE), among other pollutants. Dr. Rosenfeld also has experience evaluating greenhouse gas emissions from various projects and is an expert on the assessment of odors from industrial and agricultural sites, as well as the evaluation of odor nuisance impacts and technologies for abatement of odorous emissions. As a principal scientist at SWAPE, Dr. Rosenfeld directs air dispersion modeling and exposure assessments. He has served as an expert witness and testified about pollution sources causing nuisance and/or personal injury at sites and has testified as an expert witness on numerous cases involving exposure to soil, water and air contaminants from industrial, railroad, agricultural, and military sources.

Paul E. Rosenfeld, Ph.D. Page 1 of 10 October 2021
Professional History:

Soil Water Air Protection Enterprise (SWAPE); 2003 to present; Principal and Founding Partner UCLA School of Public Health; 2007 to 2011; Lecturer (Assistant Researcher) UCLA School of Public Health; 2003 to 2006; Adjunct Professor UCLA Environmental Science and Engineering Program; 2002-2004; Doctoral Intern Coordinator UCLA Institute of the Environment, 2001-2002; Research Associate Komex H2O Science, 2001 to 2003; Senior Remediation Scientist National Groundwater Association, 2002-2004; Lecturer
San Diego State University, 1999-2001; Adjunct Professor Anteon Corp., San Diego, 2000-2001; Remediation Project Manager Ogden (now Amec), San Diego, 2000-2000; Remediation Project Manager Bechtel, San Diego, California, 1999 - 2000; Risk Assessor King County, Seattle, 1996 - 1999; Scientist
James River Corp., Washington, 1995-96; Scientist
Big Creek Lumber, Davenport, California, 1995; Scientist Plumas Corp., California and USES, Tahoe 1993-1995; Scientist Peace Corps and World Wildlife Fund, St. Kitts, West Indies, 1991-1993; Scientist Publications:

Remy, L.L., Clay T., Byers, V., Rosenfeld P. E. (2019) Hospital, Health, and Community Burden After Oil Refinery Fires, Richmond, California 2007 and 2012. Environmental Health. 18:48 Simons, R.A., Seo, Y. Rosenfeld, P., (2015) Modeling the Effect of Refinery Emission On Residential Property Value. Journal of Real Estate Research. 27(3):321-342
Chen, J. A, Zapata A. R., Sutherland A. J., Molmen, D.R., Chow, B. S., Wu, L. E., Rosenfeld, P. E., Hesse, R. C., (2012) Sulfur Dioxide and Volatile Organic Compound Exposure To A Community In Texas City Texas Evaluated Using Aermod and Empirical Data. American Journal of Environmental Science, 8(6), 622-632.

Rosenfeld, P.E. & Feng, L. (2011). The Risks of Hazardous Waste. Amsterdam: Elsevier Publishing.

Cheremisinoff, N.P., & Rosenfeld, P.E. (2011). Handbook of Pollution Prevention and Cleaner Production: Best Practices in the Agrochemical Industry, Amsterdam: Elsevier Publishing.

Gonzalez, J., Feng, L., Sutherland, A., Waller, C., Sok, H., Hesse, R., Rosenfeld, P. (2010). PCBs and Dioxins/Furans in Attic Dust Collected Near Former PCB Production and Secondary Copper Facilities in Sauget, IL.

Procedia Environmental Sciences. 113-125.

Feng, L., Wu, C., Tam, L., Sutherland, A.J., Clark, J.J., Rosenfeld, P.E. (2010). Dioxin and Furan Blood Lipid and Attic Dust Concentrations in Populations Living Near Four Wood Treatment Facilities in the United States. Journal of Environmental Health. 73(6), 34-46.

Cheremisinoff, N.P., & Rosenfeld, P.E. (2010). Handbook of Pollution Prevention and Cleaner Production: Best Practices in the Wood and Paper Industries. Amsterdam: Elsevier Publishing.

Cheremisinoff, N.P., & Rosenfeld, P.E. (2009). Handbook of Pollution Prevention and Cleaner Production: Best Practices in the Petroleum Industry. Amsterdam: Elsevier Publishing.

Wu, C., Tam, L., Clark, J., Rosenfeld, P. (2009). Dioxin and furan blood lipid concentrations in populations living near four wood treatment facilities in the United States. WIT Transactions on Ecology and the Environment, Air Po//«r/o«. 123 (17), 319-327.

Paul E. Rosenfeld, Ph.D. Page 2 of 10 October 2021
Tarn L. K.., Wu C. D., Clark J. J. and Rosenfeld, P.E. (2008). A Statistical Analysis Of Attic Dust And Blood Lipid Concentrations Of Tetrachloro-p-Dibenzodioxin (TCDD) Toxicity Equivalency Quotients (TEQ) In Two Populations Near Wood Treatment Facilities. Organohalogen Compounds, 70,002252-002255.

Tarn L. K.., Wu C. D., Clark J. J. and Rosenfeld, P.E. (2008). Methods For Collect Samples For Assessing Dioxins And Other Environmental Contaminants In Attic Dust; A Review. Organohalogen Compounds, 70, 000527- 000530.

Hensley, A.R. A. Scott, J. J. J. Clark, Rosenfeld, P.E. (2007). Attic Dust and Human Blood Samples Collected near a Former Wood Treatment Facility. Environmental Research. 105, 194-197.

Rosenfeld, P.E., J. J. J. Clark, A. R. Hensley, M. Suffet. (2007). The Use of an Odor Wheel Classification for Evaluation of Human Health Risk Criteria for Compost Facilities. Water Science & Technology 55(5), 345-357.

Rosenfeld, P. E., M. Suffet. (2007). The Anatomy Of Odour Wheels For Odours Of Drinking Water, Wastewater, Compost And The Urban Environment. Water Science & Technology 55(5), 335-344.

Sullivan, P. J. Clark, J.J.J., Agardy, F. J., Rosenfeld, P.E. (2007). Toxic Legacy, Synthetic Toxins in the Food, Water, and Air in American Cities. Boston Massachusetts: Elsevier Publishing Rosenfeld, P.E., and Suffet l.H. (2004). Control of Compost Odor Using High Carbon Wood Ash. Water Science and Technology. 49(9),171-178.

Rosenfeld P. E., J.J. Clark, l.H. (Mel) Suffet (2004). The Value of An Odor-Quality-Wheel Classification Scheme For The Urban Environment. Water Environment Federation's Technical Exhibition and Conference (WEFTEC) 2004. New Orleans, October 2-6, 2004.

Rosenfeld, P.E., and Suffet, l.H. (2004). Understanding Odorants Associated With Compost, Biomass Facilities, and the Land Application of Biosolids. Water Science and Technology. 49(9), 193-199.

Rosenfeld, P.E., and Suffet l.H. (2004). Control of Compost Odor Using High Carbon Wood Ash, Water Science and Technology, 49( 9), 171-178.

Rosenfeld, P. E., Grey, M. A., Sellew, P. (2004). Measurement of Biosolids Odor and Odorant Emissions from Windrows, Static Pile and Biofllter. Water Environment Research. 76(4), 310-315.

Rosenfeld, P.E., Grey, M and Suffet, M. (2002). Compost Demonstration Project, Sacramento California Using High-Carbon Wood Ash to Control Odor at a Green Materials Composting Facility. Integrated Waste Management Board Public Affairs Office, Publications Clearinghouse (MS-6), Sacramento, CA Publication #442-02-008.

Rosenfeld, P.E., and C.L. Henry. (2001). Characterization of odor emissions from three different biosolids. Water Soil and Air Pollution. 127(1-4), 173-191.

Rosenfeld, P.E., and Henry C. L., (2000). Wood ash control of odor emissions from biosolids application. Journal ofEnvironmental Quality. 29,1662-1668.

Rosenfeld, P.E., C.L. Henry and D. Bennett. (2001). Wastewater dewatering polymer affect on biosolids odor emissions and microbial activity. Water Environment Research. 73(4), 363-367.

Rosenfeld, P.E., and C.L. Henry. (2001). Activated Carbon and Wood Ash Sorption of Wastewater, Compost, and Biosolids Odorants. Water Environment Research, 73,388-393.

Rosenfeld, P.E., and Henry C. L., (2001). High carbon wood ash effect on biosolids microbial activity and odor.

Water Environment Research. 131(1 -4), 247-262.

Paul E. Rosenfeld, Ph.D. Page 3 of 10 October 2021
Chollack,.T. and P. Rosenfeld. (1998). Compost Amendment Handbook For Landscaping. Prepared for and distributed by the City of Redmond, Washington State.

Rosenfeld, P. E. (1992). The Mount Liamuiga Crater Trail. Heritage Magazine of St. Kitts, 3(2).

Rosenfeld, P. E. (1993). High School Biogas Project to Prevent Deforestation On St. Kitts. Biomass Users.

Net^vork,li\).

Rosenfeld, P. E. (1998). Characterization, Quantification, and Control of Odor Emissions From Biosolids Application To Forest Soil. Doctoral Thesis. University of Washington College of Forest Resources.

Rosenfeld, P. E. (1994). Potential Utilization of Small Diameter Trees on Sierra County Public Land. Masters thesis reprinted by the Sierra County Economic Council. Sierra County, California.

Rosenfeld, P. E. (1991). How to Build a Small Rural Anaerobic Digester & Uses Of Biogas In The First And Third World. Bachelors Thesis. University of California.

Presentations;
Rosenfeld, P.E., "The science for Perfluorinated Chemicals (PFAS): What makes remediation so hard?" Law Seminars International, (May 9-10,2018) 800 Fifth Avenue, Suite 101 Seattle, WA.

Rosenfeld, P.E., Sutherland, A; Hesse, R.; Zapata, A. (October 3-6, 2013). Air dispersion modeling of volatile organic emissions from multiple natural gas wells in Decatur, TX. 44th Western Regional Meeting, American Chemical Society. Lecture conducted from Santa Clara, CA.

Sok, H.L.; Waller, C.C.; Feng, L.; Gonzalez, J.; Sutherland, A.J.; Wisdom-Stack, T.; Sahai, R.K.; Hesse, R.C.; Rosenfeld,' P.E. (June 20-23, 2010). Atrazine: A Persistent Pesticide in Urban Drinking Water.

Urban Environmental'f^ollution. Lecture conducted from Boston, MA.

Feng, L.; Gonzalez, J.; Sok, H.L.; Sutherland, A.J.; Waller, C.C.; Wisdom-Stack, T.; Sahai, R.K.; La, M.; Hesse, R.C.; Rosenfeld, P.E. (June 20-23, 2010). Bringing Environmental Justice to East St. Louis, Illinois. Urban Environmental Pollution. Lecture conducted from Boston, MA.

Rosenfeld, P.E. (April 19-23, 2009). Perfluoroctanoic Acid (PFOA) and Perfluoroactane Sulfonate (PFOS) Contamination in Drinking Water From the Use of Aqueous Film Forming Foams (AFFF) at Airports in the United States. 2009 Ground Water Summit and 2009 Ground Water Protection Council Spring Meetings Lecture conducted from Tuscon, AZ.

Rosenfeld, P.E. (April 19-23, 2009). Cost to Filter Atrazine Contamination from Drinking Water in the United States" Contamination in Drinking Water From the Use of Aqueous Film Forming Foams (AFFF) at Airports in the United States. 2009 Ground Water Summit and 2009 Ground Water Protection Council Spring Meeting. Lecture conducted from Tuscon, AZ.

Wu, C., Tam, L., Clark, J., Rosenfeld, P. (20-22 July, 2009). Dioxin and furan blood lipid concentrations in populations living near four wood treatment facilities in the United States. Brebbia, C.A. and Popov, V., eds.. Air Pollution XVII: Proceedings of the Seventeenth International Conference on Modeling, Monitoring and Management of Air Pollution. Lecture conducted from Tallinn, Estonia.

Rosenfeld,. P. E. (October 15-18, 2007). Moss Point Community Exposure To Contaminants From .A Releasing' Facility. The 2S"' Annual International Conferences on Soils Sediment and Water. Platform lecture conducted from University of Massachusetts, Amherst MA.

Rosenfeld, P. E. (October 15-18, 2007). The Repeated Trespass of Tritium-Contaminated Water Into A"' Surrounding Community Form Repeated Waste Spills From A Nuclear Power Plant. The 23"^ Annual International Paul E. Rosenfeld, Ph.D. Page 4 of 10 October 2021
Conferences on Soils Sediment and Water. Platform lecture conducted from University of Massachusetts, Amherst MA.

Rosenfeld, P. E. (October 15-18, 2007). Somerville Community Exposure To Contaminants From Wood Treatment Facility Emissions. The 23'^ Annual International Conferences on Soils Sediment and Water. Lecture conducted from University of Massachusetts, Amherst MA.

Rosenfeld P. E. (March 2007). Production, Chemical Properties, Toxicology, & Treatment Case Studies of 1,2,3- Trichloropropane (TCP). The Association for Environmental Health and Sciences (AEHS) Annual Meeting. Lecture conducted from San Diego, CA.

Rosenfeld P. E. (March 2007). Blood and Attic Sampling for .Dioxin/Furan, PAH, and Metal Exposure in Florala, Alabama. The AEHS Annual Meeting. Lecture conducted from San Diego, CA.

Hensley A.R., Scott, A., Rosenfeld P.E., Clark, J.J.J. (August 21 - 25, 2006). Dioxin Containing Attic Dust And Human Blood Samples Collected Near A Former Wood Treatment Facility. The 26th International Symposium on Halogenated Persistent Organic Pollutants - DIOXIN2006. Lecture conducted from Radisson SAS Scandinavia Hotel in Oslo Norway.

Hensley A.R., Scott, A., Rosenfeld P.E., Clark, J.J.J. (November 4-8, 2006). Dioxin Containing Attic Dust And Human Blood Samples Collected Near A Former Wood Treatment Facility. APHA 134 Annual Meeting & Exposition. Lecture conducted from Boston Massachusetts.

Paul Rosenfeld Ph.D. (October 24-25, 2005). Fate, Transport and Persistence of PFOA and Related Chemicals.

Mealey's C8/PF0A. Science, Risk & Litigation Conference. Lecture conducted from The Rittenhouse Hotel, Philadelphia, PA.

Paul Rosenfeld Ph.D. (September 19, 2005). Brominated Flame Retardants in Groundwater: Pathways to Human Ingestion, Toxicology and Remediation PEMA Emerging Contaminant Conference. Lecture conducted from Hilton Hotel, Irvine California.

Paul Rosenfeld Ph.D. (September 19, 2005). Fate, Transport, Toxicity, And Persistence of 1,2,3-TCP. PEMA Emerging Contaminant Conference. Lecture conducted from Hilton Hotel in Irvine, California.

Paul Rosenfeld Ph.D. (September 26-27, 2005). Fate, Transport and Persistence of PDBEs. Mealey's Groundwater Conference. Lecture conducted from Ritz Carlton Hotel, Marina Del Ray, California.

Paul Rosenfeld Ph.D. (June 7-8, 2005). Fate, Transport and Persistence of PFOA and Related Chemicals.

International Society of Environmental Forensics: Focus On Emerging Contaminants. Lecture conducted from Sheraton Oceanfront Hotel, Virginia Beach, Virginia.

Paul Rosenfeld Ph.D. (July 21-22, 2005). Fate Transport, Persistence and Toxicology of PFOA and Related Perfluorochemicals. 2005 National Groundwater Association Ground Water And Environmental Law Conference.

Lecture conducted from Wyndham Baltimore Inner Harbor, Baltimore Maiyland.

Paul Rosenfeld Ph.D. (July 21-22, 2005). Brominated Flame Retardants in Groundwater: Pathways to Human Ingestion, Toxicology and Remediation. 2005 National Groundwater Association Ground Water and Environmental Law Conference. Lecture conducted from Wyndham Baltimore Inner Harbor, Baltimore Maryland.

Paul Rosenfeld, Ph.D. and James Clark Ph.D. and Rob Hesse R.G. (May 5-6, 2004). Tert-butyl Alcohol Liability and Toxicology, A National Problem and Unquantifled Liability. National Groundwater Association. Environmental Law Conference. Lecture conducted from Congress Plaza Hotel, Chicago Illinois.

Paul Rosenfeld, Ph.D. (March 2004). Perchlorate Toxicology. Meeting, of the American Groundwater Trust.

Lecture conducted from Phoenix Arizona.

Paul E. Rosenfeld, Ph.D. Page 5 of 10 — October 2021
Hagemann, M.F., Paul Rosenfeld, Ph.D. and Rob Hesse (2004). Perchlorate Contamination of the Colorado River. i Meeting of tribal representatives. Lecture conducted from Parker, AZ.

Paul Rosenfeld, Ph.D. (April 7, 2004). A National Damage Assessment Model For PCE and Dry Cleaners.>.

Drycleaner Symposium: California Ground Water Association. Lecture conducted from Radison Hotel, Sacramento, California.

Rosenfeld, P. E., Grey, M., (June 2003) Two stage biofilter for biosolids composting odor control. Seventh:

International In Situ And On Site Bioremediation Symposium Battelle Conference Orlando, FL.

Paul Rosenfeld, Ph.D. and James Clark Ph.D. (Februaiy 20-21, 2003) Understanding Historical Use, Chemical Properties, Toxicity and Regulatory Guidance of 1,4 Dioxane. National Groundwater Association. Southwest Focus Conference. Water Supply and Emerging Contaminants.. Lecture conducted from Hyatt Regency Phoenix Arizona.

Paul Rosenfeld, Ph.D. (February 6-7, 2003). Underground Storage Tank Litigation and Remediation. California CUBA Forum. Lecture conducted from Marriott Hotel, Anaheim California.

Paul Rosenfeld, Ph.D. (October 23, 2002) Underground Storage Tank Litigation and Remediation. EPA Underground Storage Tank Roundtable. Lecture conducted from Sacramento California.

Rosenfeld, P.E. and Suffet, M. (October 7- 10, 2002). Understanding Odor from Compost, Wastewater and Industrial Processes. Sixth Annual Symposium On Off Flavors in the Aquatic Environment. International Water Association. Lecture conducted from Barcelona Spain.

Rosenfeld, P.E. and Suffet, M. (October 7- 10, 2002). Using High Carbon Wood Ash to Control Compost Odor.

Sixth Annual Symposium On Off Flavors in the Aquatic Environment. International Water Association. Lecture conducted from Barcelona Spain.

Rosenfeld, P.E. and .Grey, M. A. (September 22-24, 2002). Biocycle Composting For Coastal Sage Restoration;-;...-.- Northwest Biosolids Management Association. Lecture conducted from Vancouver Washington.. ■ ; Rosenfeld, P.E. and Grey, M. A. (November 11-14,2002). Using High-Carbon Wood Ash to Control Odor at a Green Materials Composting Facility. Soil Science Society Annual Conference. Lecture conducted from Indianapolis, Maryland.

Rosenfeld. P.E. (September 16, 2000). Two stage biofilter for biosolids composting odor control. Water Environment Federation. Lecture conducted from Anaheim California.

Rosenfeld. P.E. (October 16, 2000). Wood ash and biofilter control of compost odor. Biofest. Lecture conducted from Ocean Shores, California.

Rosenfeld, P.E. (2000). Bioremediation Using Organic Soil Amendments. California Resource Recovery Association. Lecture conducted from Sacramento California.

Rosenfeld, P.E., C.L. Henry, R. Harrison. (1998). Oat and Grass Seed Germination and Nitrogen and Sulfur Emissions Following Biosolids Incorporation With High-Carbon Wood-Ash. Water Environment Federation I2th Annual Residuals and Biosolids Management Conference Proceedings. Lecture conducted from Bellevue Washington.

Rosenfeld, P.E., and C.L. Henry. (1999). An evaluation of ash incorporation with biosolids for odor reduction. Soil' Science Society of America. Lecture conducted from Salt Lake City Utah. v r Rosenfeld, P.E., C.L. Henry, R. Harrison. (1998). Comparison of Microbial Activity and Odor Emissions from • Three Different Biosolids Applied to Forest Soil. Brown and Caldwell. Lecture conducted from Seattle Washington, - f Paul E. Rosenfeld, Ph.D. Page 6 of 10 October 2021
Rosenfeld, P.E., C.L. Henry. (1998). Characterization, Quantification,, and Control of Odor Emissions from Biosolids Application To Forest Soil. Biofest. Lecture conducted from Lake Chelan, Washington.

Rosenfeld, P.E, C.L. Henry, R. Harrison. (1998). Oat and Grass Seed Germination and Nitrogen and Sulfur Emissions Following Biosolids Incorporation With High-Carbon Wood-Ash. Water Environment Federation 12th Annual Residuals and Biosolids Management Conference Proceedings. Lecture conducted from Bellevue Washington.

Rosenfeld, P.E., C.L. Henry, R. B. Harrison, and R. Dills. (1997). Comparison of Odor Emissions From Three Different Biosolids Applied to Forest Soil. Soil Science Society of America. Lecture conducted from Anaheim California.

Teaching Experience:

UCLA Department of Environmental Health (Summer 2003 through 20010) Taught Environmental Health Science 100 to students, including undergrad, medical doctors, public health professionals and nurses. Course focused on the health effects of environmental contaminants.

National Ground Water Association, Successful Remediation Technologies. Custom Course in Sante Fe, New Mexico. May 21, 2002. Focused on fate and transport of fuel contaminants associated with underground storage tanks.

National Ground Water Association; Successful Remediation Technologies Course in Chicago Illinois. April 1, 2002. Focused on fate and transport of contaminants associated with Superflind and RCRA sites.

California Integrated Waste Management Board, April and May, 2001. Alternative Landfill Caps Seminar in San Diego, Ventura, and San Francisco. Focused on both prescriptive and innovative landfill cover design.

UCLA Department of Environmental Engineering, February 5, 2002. "Seminar oir'Successful Remediation Technologies focusing on Groundwater Remediation.

University Of Washington, Soil Science Program, Teaching Assistant for several courses including: Soil Chemistry, Organic Soil Amendments, and Soil Stability.

U.C. Berkeley, Environmental Science Program Teaching Assistant for Environmental Science 10.

Academic Grants Awarded;
California Integrated Waste Management Board. $41,000 grant awarded to UCLA Institute of the Environment.

Goal: To investigate effect of high carbon wood ash on volatile organic emissions from compost. 2001.

Synagro Technologies, Corona California: $10,000 grant awarded to San Diego State University.

Goal: investigate effect of biosolids for restoration and remediation of degraded coastal sage soils. 2000.

King County, Department of Research and Technology, Washington State. $100,000 grant awarded to University of Washington: Goal: To investigate odor emissions from biosolids application and the effect of polymers and ash on VOC emissions. 1998.

Northwest Biosolids Management Association, Washington. State. $20,000 grant awarded to investigate effect of polymers and ash on VOC emissions from biosolids. 1997.

James River Corporation, Oregon: $10,000 grant was awarded to investigate the success of genetically engineered Poplar trees with resistance to round-up. 1996.

Paul E. Rosenfeld, Ph.D. Page 7 of 10 October 2021
United State Forest Service, Tahoe >iational Forest: $15,000 grant was awarded to investigating fire ecology of the Tahoe National Forest. 1995.

Kellogg Foundation, Washington D.C. $500 grant was awarded to construct a large anaerobic digester on St. Kitts in West Indies. 1993
Deposition and/or Trial Testimony;
In the Circuit Court Of The Twentieth Judicial Circuit, St Clair County, Illinois Martha Custer et al.. Plaintiff vs. Cerro Flow Products, Inc., Defendants Case No.: No. 0i9-L-2295
Rosenfeld Deposition, 5-14-2021
Trial, October 8-4-2021
In the Circuit Court of Cook County Illinois
Joseph Rafferty, Plaintiff vs. Consolidated Rail Corporation and National Railroad Passenger Corporation d'b/a AMTRAK,
Case No.: No. 18-L-6845
Rosenfeld Deposition, 6-28-2021
In the United States District Court For the Northern District of Illinois Theresa Romcoe, Plaintiff vs. Northeast Illinois Regional Commuter Railroad Corporation d/b/a METRA Rail, Defendants
Case No.: No. 17-cv-85I7
Rosenfeld Deposition, 5-25-2021
In the Superior Court of the State of Arizona In and For the Cunty of Maricopa Mary Tryon et al., Plaintiff vs. The City of Pheonix v. Cox Cactus Farm, L.L.C., Utah Shelter Systems, Inc.

Case Number CV20127-094749
Rosenfeld Deposition: 5-7-2021
In the United States District Court for the Eastern District of Texas Beaumont Division Robinson, Jeremy et al Plaintiffs, vs. CNA Insurance Company et al.

Case Number l:17-cv-000508
Rosenfeld Deposition: 3-25-2021
In the Superior Court of the State of California, County of San Bernardino Gary Gamer, Personal Representative for the Estate of Melvin Gamer vs. BNSF Railway Company.

Case No. 1720288
Rosenfeld Deposition 2-23-2021
In the Superior Court of the State of Califomia, County of Los Angeles, Spring Street Courthouse Benny M Rodriguez vs. Union Pacific Railroad, A Corporation, et al.

Case No. 18STCV0II62
Rosenfeld Deposition 12-23-2020
In the Circuit Court of Jackson County, Missouri
Karen Comwell, Plaintiff, vs. Marathon Petroleum, LP, Defendant.

CaseNo.: I7I6-CV10006
Rosenfeld Deposition. 8-30-2019
In the United States District Court For The District of New Jersey Duarte et al. Plaintiffs, vs. United States Metals Refining Company et. al. Defendant.

Case No.: 2:17-cv-Ol 624-ES-SCM
Rosenfeld Deposition. 6-7-2019
Paul E. Rosenfeld, Ph.D. Page 8 of 10 October 2021
In the United States District Court of Southern District of Texas Galveston Division M/T Carla Maersk, Plaintiffs, vs. Conti 168., Schiffahrts-GMBH & Co. Bulker KG MS "Conti Perdido' Defendant.

Case No.: 3:15-CV-00106 consolidated with 3:15-CV-00237 Rosenfeld Deposition. 5-9-2019
In The Superior Court of the State of California In And For The County Of Los Angeles - Santa Monica Carole-Taddeo-Bates et al., vs. Ifran Khan et al., Defendants CaseNo.:No.BC615636
Rosenfeld Deposition, I-26-2019
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ATTACHMENT 4
1 RESOLUTION NO.

RESOLUTION OF THE PLANNING COMMISSION OF THE

CITY OF BEVERLY HILLS CONDITIONALLY APPROVING
VESTING TENTATIVE PARCEL MAP NO. 82872 RELATED

TO THE CHEVAL BLANC SPECIFIC PLAN PROJECT
LOCATED AT 456 AND 468 NORTH RODEO DRIVE; 449, 451,
AND 453 NORTH BEVERLY DRIVE; AND 461-465 NORTH

BEVERLY DRIVE
The Planning Commission of the City of Beverly Hills hereby resolves as follows:

Section 1. 468 N Rodeo Drive LLC, 456 N Rodeo Drive LLC, 461 N Beverly Drive LLC, and 449 N. Beverly Drive, LLC, limited liability companies (the property owners and collectively the “Applicant”), submitted applications for the Cheval Blanc Beverly Hills Specific Plan (the “Specific Plan”) to allow for comprehensive redevelopment of the approximately 1.28-acre project site including the properties located at 456 and 468 North Rodeo Drive; 449, 451, and 453 North Beverly Drive; and 461 through 456 North Beverly Drive (the “Project Site”). The project proposes a luxury hotel, restaurant and ancillary uses, a private club, and retail uses, as well as the relocation of an existing alley and widening of the public sidewalk along South Santa Monica Boulevard (the “Project”). The Project includes requests for a General Plan amendment; zone text amendment; zone change; specific plan adoption; Master Plan of Streets, Alleys, and Highways amendment; vesting tentative parcel map (“VTPM”); encroachment permits; and development agreement for the subject property. The VTPM proposes to relocate the surface public alley right-of-way, widen the public sidewalk adjacent to South Santa Monica Boulevard, and merge the four existing lots described in attached Exhibit A.

Section 2. The Planning Commission conducted duly noticed public hearings on October 28, 2021 (to consider the scope of the environmental impact report to be prepared for the Project);

2 February 10, 2022; February 24, 2022; March 24, 2022; and May 26, 2022 at which time it received oral and documentary evidence relative to the proposed Project. Thereafter, on June 13, 2022, the Planning Commission concluded deliberations on the proposed Project, and adopted resolutions recommending City Council approval of the requested General Plan amendment; zone text amendment; zone change; specific plan adoption; Master Plan of Streets, Alleys, and Highways amendment; and encroachment permits requests associated with the Project. The requested VTPM is contingent upon City Council approval of the other requested entitlements associated with the Project, and as conditioned, the VTPM would not become effective unless and until the other entitlements are approved and in effect.

Section 3. The Project proposed for the Project Site, including the above referenced General Plan amendment; zone text amendment; zone change; specific plan adoption; Master Plan of Streets, Alleys, and Highways amendment; VTPM; and encroachment permits requested in association with the Project, has been environmentally reviewed pursuant to the provisions of the California Environmental Quality Act (Public Resources Code Sections 21000, et seq. (“CEQA”), the State CEQA Guidelines (California Code of Regulations, Title 14, Sections 15000, et seq.), and the City’s Local CEQA Guidelines. A Final Environmental Impact Report (“Final EIR”) was prepared to analyze the potential environmental impacts of the Project. The Planning Commission has reviewed the Final EIR and by separate Resolution No. , which is hereby incorporated
by reference, recommends that the City Council certify the Final EIR, make appropriate environmental findings, and adopt a Mitigation monitoring and Reporting Program for the Project.

Resolution No.
is incorporated by reference, and made a part hereof as if fully set forth herein. The Planning Commission’s reliance upon the Final EIR is contingent upon the City Council’s certification of the Final EIR, and as conditioned, the VTPM shall not become effective

3 unless and until the City Council certifies the Final EIR and approves all other entitlements associated with the Project, including but not limited to, the amendments to the General Plan; zoning; and Master Plan of Streets, Alleys, and Highways; and the development agreement for the Project; and those entitlements have become effective.

Section 4. On May 6, 2022, notice of the applications for the General Plan amendment, Specific Plan, Zone Text and Map amendments, VTPM, Encroachment Permit, Master Plan of Streets Amendment, and Development Agreement (collectively, the “Applications”) and public hearing was mailed to all property owners and residential occupants within a 1,000-foot radius of the property, plus block face, and notice of the public hearing was posted in five locations at the project site. The hearing notice was also published in the Beverly Hills Courier on Friday, May 6, 2022 and the Beverly Hills Weekly on Thursday, May 12, 2022. On May 26, 2022 and June 13, 2022, the Planning Commission held duly noticed public hearings to consider the applications.

Evidence, both written and oral, was presented at said hearings.

Section 5. Vesting Tentative Parcel Map Findings. Pursuant to California Subdivision Map Act Section 66474 and the City’s subdivision requirements, the Planning Commission considered the following findings:

1. Whether the proposed map is consistent with applicable general and specific plans as specified in Section 65451;

2. Whether the design or improvement of the proposed subdivision is consistent with applicable general and specific plans;

3. Whether the site is physically suitable for the type of development;

4 4. Whether the site is physically suitable for the proposed density of development;

5. Whether the design of the subdivision or the proposed improvements are likely to cause substantial environmental damage or substantially or avoidably injure fish or wildlife or their habitat;

6. Whether the design of the subdivision or type of improvements are likely to cause serious public health problems; and

7. Whether the design of the subdivision or type of improvements will conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision.

Section 6. Based on the foregoing, the Planning Commission hereby finds and determines as follows with respect to the VTPM:

1. As conditioned, the proposed VTPM is consistent with the objectives, policies, general land uses, and programs specified in the General Plan for the reasons set forth in Exhibit B (General Plan Consistency Analysis) of this resolution. Approval of the VTPM is contingent upon the adoption of the Cheval Blanc Beverly Hills Specific Plan, and as such, that Specific Plan would be applicable to the Project Site. The location, geometry, and distribution of the proposed lot within the VTPM align with the locations and distribution of the site plan and land uses in the Specific Plan. The Specific Plan is consistent with the objectives, policies, general land uses, and programs specified in the General Plan for the reasons set forth in Exhibit B (General Plan Consistency Analysis) of this resolution. In connection with the adoption of the Specific Plan, the Land Use

5 Element of the General Plan would be amended to designate the Project Site as “Cheval Blanc Beverly Hills Specific Plan”. The proposed VTPM represents one of the steps in implementation of the Specific Plan, and as such is consistent with both the Specific Plan and the City’s General Plan.

2. As conditioned, the proposed VTPM is consistent with the objectives, policies, general land uses, and programs specified in the General Plan for the reasons set forth in Exhibit B (General Plan Consistency Analysis) of this resolution. Approval of the VTPM is contingent upon the adoption of the Cheval Blanc Beverly Hills Specific Plan, and as such, that Specific Plan would be applicable to the Project Site. The location, geometry, and distribution of the proposed lot within the VTPM align with the locations and distribution of the site plan and land uses in the Specific Plan. The Specific Plan is consistent with the objectives, policies, general land uses, and programs specified in Exhibit B (General Plan Consistency Analysis) of this resolution. In connection with the adoption of the Specific Plan, the Land Use Element of the General Plan would be amended to designate the Project Site as “Cheval Blanc Beverly Hills Specific Plan”, and the zoning text and map would be amended to achieve consistency among the General Plan, Specific Plan, and zoning. The proposed VTPM represents one of the steps in implementation of the Specific Plan, and as such is consistent with both the Specific Plan and the City’s General Plan.

3. The site is physically suitable for the type of development contemplated by the Project, which will be facilitated by the proposed VTPM.

Currently, the 1.28-acre project site is already developed with commercial uses. The

6 development features of the Project as contemplated by the Specific Plan were reviewed by the Planning Commission and found to be consistent with the City's General Plan for the reasons set forth in Exhibit B (General Plan Consistency Analysis) of this resolution. The infrastructure serving the site is generally adequate to support the development proposed on the site and as conditioned, the Applicant shall be required to study and if necessary, upgrade the water, wastewater, storm water, and solid waste infrastructure prior to issuance of a Certificate of Occupancy.

The site has no unusual seismic or other hazards. Therefore, the site is physically suitable for the type of development contemplated by the Specific Plan and the proposed VTPM, which represents one of the steps in implementation of the Specific Plan.

4. The site is physically suitable for the proposed density of the development. Currently, the 1.28-acre project site is already developed with commercial uses. The proposed density of the project was reviewed by the Planning Commission and found to be consistent with the City's General Plan for the reasons set forth in Exhibit B (General Plan Consistency Analysis) of this resolution. The Specific Plan establishes allowable density on the project site, and the proposed VTPM was reviewed and found to be consistent with the Specific Plan. The infrastructure serving the site is generally adequate to support the development proposed on the site and as conditioned, the Applicant shall be required to study and, if necessary, upgrade the water, wastewater, storm water, and solid waste infrastructure prior to issuance of a Certificate of Occupancy. The site has no unusual seismic or other hazards. Therefore, the site is physically suitable for the

7 proposed density of development contemplated by the Specific Plan and the proposed VTPM, which represents one of the steps in implementation of the Specific Plan.

5. The Project will not cause substantial environmental damage or substantial and avoidable injury to fish or wildlife or their habitat. The Final EIR prepared for the Project found less than significant impacts to fish, wildlife, or habitat with mitigation measures incorporated. As conditioned, approval of the VTPM is contingent upon the City Council’s certification of the Final EIR and approval of the Applications. If the Final EIR is certified by the City Council, and the Applications are approved, mitigation measures will be required to be implemented. The VTPM would implement the Specific Plan and merge parcels and reconfigure public right-of-way that is presently already developed, and on which there are no fish, wildlife or significant habitat.

6. The design of the VTPM and the type of improvements will not cause serious public health problems. A Final EIR was prepared for the project, which found no significant impacts or less than significant impacts with respect to air quality, noise, geology and soils, hazards and hazardous materials, hydrology and water quality. The project will be built in accordance with the City’s Building Code standards and numerous conditions of approval and mitigation measures would be required in order to limit or eliminate any potential health impacts resulting from the project.

7. The design of the subdivision or type of improvements will not conflict with easements acquired by the public at large for access through or use of

8 property within the proposed subdivision. The VTPM has been reviewed by the Public Works and Engineering Department, including the City Engineer. The Project includes relocation of an existing 20-foot wide alley accessible from South Santa Monica Boulevard and replacing it with a new alley easement accessible from North Beverly Drive, ranging in width from approximately 20- to 28.9-feet. Additionally, the new alley easement flares out to approximately 37.6-feet in width at the 90- degree turn to provide additional space for vehicles to complete a southbound turn.

The Project also includes widening of the sidewalk along the Project’s South Santa Monica Boulevard frontage by an additional width of 1.5 to 7 feet, thereby enhancing the pedestrian environment. Encroachment permits will be obtained for all temporary and permanent encroachments into the public right-of-way. As conditioned, any public utility easements that are in conflict with the project shall be quitclaimed, and the applicant shall coordinate with the utility agencies on the dedication of new easements required for relocated and/or new facilities required for the project.

Section 7. Based on the foregoing, the Planning Commission hereby grants the requested VTPM No. 82872, attached as Exhibit C, merging four existing lots into a single lot, widening the public sidewalk along South Santa Monica Boulevard, and relocating the public alley right-of-way in connection with the development of the Specific Plan, subject to the following conditions:

1. Approval of this VTPM shall not become effective unless and until the requested General Plan amendment, Specific Plan, Zone Text and Map amendments, Encroachment Permit, Master Plan of Streets Amendment, Development Agreement, and Final EIR associated with the Cheval Blanc Specific

9 Plan, and Project development agreement are certified and/or approved by the City Council of the City of Beverly Hills and become effective. The approval of this VTPM shall be subject to all conditions of approval and mitigation measures associated with the foregoing approvals.

2. The Applicant shall coordinate with the affected utility agencies (easement holders) to obtain non-interference letters and/or for the quitclaiming of all existing easements listed on the VTPM that are in conflict with the proposed project. The Applicant shall also coordinate with the utility agencies on the dedication of new easements required for relocated and/or new facilities required for the project, and such easements shall be shown on any Final Map.

3. The Final Map shall be prepared in accordance with the approved VTPM and shall be filed within twenty-four (24) months from the date of approval by the City, unless, at least thirty (30) days prior to expiration of the twenty-four months, the Planning Division has received a request from the subdivider for an extension of time and the subdivider thereafter receives approval of such extension by the City.

4. RECORDATION. This resolution conditionally approving the VTPM shall not become effective until a) the ordinance approving the development agreement has become effective, b) the development agreement is executed and recorded and c) a covenant, satisfactory in form and content to the City Attorney, accepting the conditions of approval set forth in this Resolution, is recorded. The covenant shall include a copy of this Resolution as an exhibit.

10 5. Prior to any Final Map approval, Applicant or their successor shall either complete required infrastructure improvements for the Project or enter into a subdivision improvement agreement with the City and provide required security to ensure completion of any such improvements.

11 Section 8. The Secretary shall certify to the adoption of this resolution and shall cause this resolution and her certification to be entered in the Book of Resolutions of the Planning Commission.

Adopted: June 13, 2022
Andrew Licht
Chair of the Planning Commission of
the City of Beverly Hills, California
Attest:

Timothea Tway, AICP
Secretary of the Planning Commission
Approved As To Form: Approved As To Content:

David M. Snow Timothea Tway, AICP
Assistant City Attorney City Planner
Community Development Department
Exhibits:

A. Legal Description
B. General Plan Consistency Analysis
C. Vesting Tentative Parcel Map No. 82872

Exhibit A
Legal Description

LEGAL DESCRIPTION
449 N. Beverly

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BEVERLY HILLS, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:

LOT 21 IN BLOCK 2 OF BEVERLY, IN THE CITY OF BEVERLY HILLS, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 11, PAGE 94 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

APN: 4343-016-019
461 N. Beverly
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BEVERLY HILLS; COUNTY OF LOS ANGELES, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS:

LOTS 22, 23 AND 24 IN BLOCK 2 OF BEVERLY, IN THE CITY OF BEVERLY HILLS, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 11 PAGE 94 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

EXCEPT THAT PORTION OF LOT 24 IN BLOCK 2 OF BEVERLY, IN THE CITY OF BEVERLY HILLS,

COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS SHOWN ON MAP RECORDED IN BOOK 11 PAGE 94 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS:

BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 24; THENCE SOUTH 50° 30' 50" WEST, ALONG THE NORTHWESTERLY LINE OF SAID LOT 24, A DISTANCE OF 112.64 FEET; THENCE SOUTH 39° 29' 10" EAST 5.00 FEET; THENCE NORTH 52° 57' 14" EAST 105.17 FEET TO

THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF

10.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 8.84 FEET TO THE NORTHEASTERLY LINE OF SAID LOT 24; THENCE NORTH 39° 29' 42" WEST, ALONG SAID NORTHEASTERLY LINE, 13.46 FEET TO THE POINT OF BEGINNING, AS PER RECORD OF SURVEY IN BOOK 301 PAGE 97 RECORDED DECEMBER 5, 2018, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

COMMONLY KNOWN AS 461 NORTH BEVERLY DRIVE, BEVERLY HILLS, CALIFORNIA, 90210.

APN: 4343-016-023
456 N. Rodeo
LOT 3 IN BLOCK 2 OF BEVERLY, IN THE CITY OF BEVERLY HILLS, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 11 PAGE 94 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

APN: 4343-016-002
468 N. Rodeo

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BEVERLY HILLS, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS:

LOTS 1 AND 2 IN BLOCK 2 OF BEVERLY, IN THE CITY OF BEVERLY HILLS, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 11, PAGE 94 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

APN: 4343-016-001

ALLEY PARCEL 1:

THAT PORTION OF THE SOUTHWESTERLY HALF OF THE ALLEY (20 FEET WIDE), IN BLOCK 2 OF

BEVERLY, IN THE CITY OF BEVERLY HILLS, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS SHOWN ON THE MAP RECORDED IN BOOK 11 PAGE 94 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, LYING NORTHEASTERLY OF AND ADJACENT TO LOTS 1 AND 2 IN BLOCK 2 OF SAID BEVERLY, THAT WOULD PASS WITH A LEGAL CONVEYANCE OF SAID LOTS.

ALLEY PARCEL 2:

THAT PORTION OF THE SOUTWESTERLY HALF OF THE ALLEY (20 FEET WIDE), IN BLOCK 2 OF

BEVERLY, IN THE CITY OF BEVERLY HILLS, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS SHOWN ON THE MAP RECORDED IN BOOK 11 PAGE 94 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, LYING NORTHEASTERLY OF AND ADJACENT TO LOT 3 IN BLOCK 2 OF SAID BEVERLY, THAT WOULD PASS WITH A LEGAL CONVEYANCE OF SAID LOT.

ALLEY PARCEL 3:

THAT PORTION OF THE NORTHEASTERLY HALF OF THE ALLEY (20 FEET WIDE), IN BLOCK 2 OF

BEVERLY, IN THE CITY OF BEVERLY HILLS, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS SHOWN ON THE MAP RECORDED IN BOOK 11 PAGE 94 OF MAPS, IN THE OFFICE OF THE

COUNTY RECORDER OF SAID COUNTY, LYING SOUTHWESTERLY OF AND ADJACENT TO LOTS 22, 23 AND 24 IN BLOCK 2 OF SAID BEVERLY, THAT WOULD PASS WITH A LEGAL CONVEYANCE OF SAID LOTS.

Exhibit B
General Plan Consistency Analysis

1 General Plan Consistency Analysis
The Cheval Blanc Beverly Hills Specific Plan Project proposes comprehensive redevelopment of the approximately 1.28-acre Project site and includes the properties addressed 456 and 468 North Rodeo Drive; 449, 451 and 453 North Beverly Drive; and 461 through 465 North Beverly Drive. The proposed Specific Plan could include up to 220,950 SF in floor area and up to 115 hotel guest rooms in a single multiple use building that includes a hotel with private dining areas and other appurtenant uses, restaurants open to the public, a private club, and retail uses. A portion of the existing public alley bisecting the Project Site would be relocated to the southern portion of the Project Site. The proposed Specific Plan identifies a total floor area ratio (FAR) maximum of 4.2:1 and an above ground maximum of

3.91:1. The submitted Conceptual Plan includes 212,034 SF of floor area and 109 hotel rooms. The total FAR calculation for the submitted conceptual plan is 4.03:1, with an above ground FAR of 3.75:1.

The City of Beverly Hills Planning Commission finds the requested General Plan Amendment, Specific Plan, Zone Text Amendment, Zoning Map Amendment, Master Plan of Streets, Alleys, and Highways Amendment, Vesting Tentative Parcel Map, and Encroachment Permits consistent with the City of Beverly Hills General Plan based upon the analysis provided below, the General Plan consistency analysis provided in Table 4.7-1 of the Cheval Blanc Beverly Hills Specific Plan Project Final Environmental Impact Report (SCH document # 2020110223), and the ‘Relationship to the General Plan’ discussion contained in Section

2.4 of the Cheval Blanc Beverly Hills Specific Plan, both of which are incorporated herein by reference.

GOALS AND POLICIES:
x LU 2 Community Character and Quality. A built environment that is distinguished by its high level of site planning, architecture, landscape design, and sensitivity to its natural setting and history. x LU 2.1 City Places: Neighborhoods, Districts and Corridors. Maintain and enhance the character, distribution, built form, scale, and aesthetic qualities of the City’s distinctive residential neighborhoods, business districts, corridors, and open spaces. x LU 2.4 Architectural and Site Design. Require that new construction and renovation of existing buildings and properties exhibit a high level of excellence in site planning, architectural design, building materials, use of sustainable design and construction practices, landscaping, and amenities that contribute to the City’s distinctive image and complement existing development. x LU 11.2 Site Planning and Architectural Design. Require that commercial and office properties and buildings are planned and designed to exhibit a high level of site and architectural design quality and excellence.

The project exhibits a high level of excellence in site planning and unique architecture that is responsive and complementary to its Business Triangle location. The Project’s varied building heights and massing respond to directly adjacent existing physical development surrounding the Project site. Retail frontages and lower building heights are located on the Rodeo Drive portion of the building. Taller portions of the building are located on Beverly Drive with a height consistent with the existing commercial structure directly to the east. The building incorporates façade modulation and articulation on all elevations including varied window sizing to provide visual interest. The Project incorporates features such as a widened sidewalk and a pedestrian plaza with art to improve the streetscape and promote pedestrian activity along the Project’s three street frontages.

2 x LU 9.1 Uses for Diverse Customers. Accommodate retail, office, entertainment, dining, hotel, and visitor-serving uses that support the needs of local residents, attract customers from the region, and provide a quality experience for national and international tourists.

The retail component of the Project is designed as a continuation of the Rodeo Drive pedestrian oriented commercial corridor and the ground floor publicly accessible restaurant interfaces with the street at the corner of Beverly Drive and South Santa Monica Boulevard. The street facing orientation of both the retail spaces and ground floor restaurant are complementary to the established pedestrian oriented retail environment that exists within the Business Triangle and is attractive to local and regional visitors. The high quality hotel and appurtenant amenities, including spa use, are hospitality uses centrally located in the City that will provide a quality experience for national and international tourists.
x LU 9.3 Anchor Locations. It is also recommended that certain anchor locations be set aside to permit development of a higher intensity type of development which is not otherwise provided in the community. These areas should be located so as to be accessible from the City’s major shopping areas and close to the City’s major streets. These anchor locations should include those large parcels that are located at the gateways to the City, such as the site at 9850, 9876, 9900, and 9988 Wilshire Boulevard where additional building height is appropriate. A variety of land uses such as commercial, hotel, residential, and mixed use should be considered for the gateway locations. A change of use from commercial to residential, hotel or mixed use should be allowed only if such change provides an adequate transition to adjacent single family neighborhoods. x LU 9.4 Anchor Location Design Criteria (as revised). The anchor location should encourage unified development oriented towards and along Wilshire Boulevard and at the intersection of North Rodeo Drive and South Santa Monica Boulevard planned to complement the scale and character of adjacent residential areas. In addition, development of the anchor locations should incorporate measures to enhance streets, sidewalks, and roadways in order to encourage pedestrian circulation between these areas and the Business Triangle.

Consistent with these two anchor location General Plan Land Use Element policies, the Project is a unified multiple use (hotel, retail, and club uses) building with a higher intensity of development (both density and height) at an anchor location (the northern end of the City’s luxury retail shopping street within the City’s Business Triangle). The hotel/retail/club Project would demark the entry to the northern end of the Rodeo Drive luxury retail corridor and would mirror existing anchor development at the southern end of Rodeo Drive: the existing taller hotel (Beverly Wilshire Hotel) and adjacent unified retail development (Two Rodeo). The Project incorporates measures to encourage pedestrian circulation in the Business Triangle, including a widened sidewalk on South Santa Monica Boulevard, uniform landscaping and enhanced sidewalk paving material in the public right-of-way surrounding the Project, and a publicly accessible pedestrian plaza at the corner of Rodeo Drive and South Santa Monica Boulevard. x LU 11.3 Retail Street Frontages. Require that development and street frontages in districts containing retail uses be designed and developed to promote pedestrian activity including (a) location and orientation of the building to the sidewalk; (b) transparency of and direct access to the ground floor elevation from the sidewalk; (c) articulation of street-facing elevations to promote interest and sense of quality; (d) inclusion of uses and public spaces that extend interior functions to the sidewalk such as cafes and plazas; and (e) use of pedestrian-oriented signage and lighting.

Both the 150 linear feet of Rodeo Drive retail frontage and approximately 200 linear feet of South Santa Monica Boulevard and Beverly Drive ground floor restaurant frontage are consistent with

3 the specific characteristics listed in General Plan Land Use Policy LU 11.3. Both the retail and ground floor restaurant spaces are designed to: a) maintain the commercial streetwall that exists in the City’s Business Triangle; b) provide ample pedestrian level fenestration between the commercial spaces and public sidewalk and have direct pedestrian entrances from Rodeo Drive and Beverly Drive respectively; c) include upper story articulation along all street-facing sides of the building and provide a 20’ by 35’ building inset on Rodeo Drive for a publicly accessible pedestrian plaza; d) provide the plaza at the corner of Rodeo Drive and South Santa Monica Boulevard as a public space and include large building openings on South Santa Monica Boulevard and Beverly Drive to provide connection between the interior dining areas of the ground floor restaurant with the adjacent public sidewalks; and e) include distinct ground level retail spaces with retail signage consistent with the pedestrian oriented retail signage pattern found within the Business Triangle.
x LU 11.5 Retail Streetscapes. Maintain and, where deficient, improve street trees, plantings, furniture, signage, public art, and other amenities that promote pedestrian activity. x CIR 7 Pedestrians. A safe and comfortable pedestrian environment that results in walking as a desirable travel choice, particularly for short trips, within the City.

The Project includes improvements to beautify the public right-of-way that surrounds the Project site and thus promote pedestrian activity and create a safer and more comfortable pedestrian environment that is integrated into the City’s walkable Business Triangle. These improvements include: a) replacement street trees around the new building that are planted at a spacing consistent with the current street tree configuration located in the immediate vicinity and are tree species consistent with those planted within the Business Triangle; b) additional 3’ wide landscaped areas in the public right-of-way that will be maintained by the Project operator; and c) widened sidewalks on South Santa Monica Boulevard as well as a publicly accessible pedestrian plaza that will include art.
x LU 14.4 New Construction of Private Buildings. Require that new and substantially renovated buildings be designed and constructed in accordance with the City’s sustainability programs such as the City’s Green Building Ordinance or comparable criteria to reduce energy, water, and natural resource consumption, minimize construction wastes, use recycled materials, and avoid the use of toxics and hazardous materials.

The Project’s new building is required to meet the City of Beverly Hills Green Building Code and CALGreen as well as be designed to meet a minimum rating of ‘Gold’ under the Leadership in Energy and Environmental Design (LEED) Green Building Rating System. LEED-consistent features are identified in Section 4.9 of the Project’s Specific Plan and require the Project to be designed in a manner to reduce energy, water and natural resource consumption when compared with standard construction techniques, as well as require minimizing construction waste, and reduce the use of toxic and hazardous materials.
x LU 15.2 Priority Businesses. Retain and build upon the key business sectors contributing to the City’s identity, economy, and revenue for resident services, such as entertainment-related ClassA offices, high end retail and fashion, restaurant, hotel, technology, and supporting uses. x ES 1.4 Retain Existing Industries. Consistent with future economic sustainability plans, encourage existing industries such as luxury retail, tourism, hoteling, finance, entertainment and media businesses and services to remain and expand within the City.

4 The luxury retail businesses located on Rodeo Drive are closely identified with commercial identity of the City of Beverly Hills. The Project is an anchor development at the north end of Rodeo Drive that includes luxury retail and high end hotel uses. This development expands both luxury retail and luxury hotel offerings located in the City and builds upon the City’s identity as an international destination for high end retail, hotels, and services.
x LU 16.4 Public Places. Provide plazas, open spaces, and other outdoor improvements that are accessible to and used for public gatherings and activities, either through capital improvement or as a development requirement.
x OS 8.5 Urban Parks. Encourage and allow opportunities for new development to provide small plazas, pocket parks, civic spaces, and other gathering places that are available to the public to help meet recreational demands.

The Project is a new development that includes a publicly accessible plaza directly accessible from the sidewalks surrounding the building. The plaza will provide an additional public space along Rodeo Drive that will add interest to the pedestrian environment on this highly visited street. x CIR 4.1 Parking Provisions. Ensure that adequate parking is provided for existing and future uses while considering shared parking opportunities. Travel Demand Management (TDM) plans, and availability of alternative modes of travel, based on the site’s proximity to transit.

A parking demand analysis that quantified the shared parking opportunities of the multiple use Project was completed. The parking requirements of the Specific Plan will ensure that the number of parking spaces provided by the Project is adequate to meet parking needs for the included uses, including any additional parking needs for special events at the Project site. In addition, a portion of the parking for the retail component of the Project is provided offsite through participation in the in lieu parking program. Thus this portion of the retail parking is provided through the use of public parking structures that are shared with other uses located within the City’s Business Triangle. The Specific Plan also requires that TDM measures, such as providing transit passes to employees and guests and on-site bicycle facilities, are incorporated. The Project is located in close proximity to existing (North Santa Monica Boulevard rapid bus line) and future (Wilshire Boulevard Westside subway extension) transit.
x CIR 8.5 Bikeway Amenities. Require that new development projects (e.g. employment centers, educational institutions, and commercial centers) provide bicycle racks, personal lockers, showers, and other bicycle support facilities.

The Specific Plan requires the Project to include secure bicycle parking spaces within the building, at-grade bicycle parking spaces for short-term visitors, and provide charging facilities for ebicycles. The Project includes lockers and showers for use by employees who commute by bicycle. x CIR 11.2c (portion of Role of Alleys). In commercial areas, however, there is the additional concern for alley relocation and/or closure, which may be desirable in conjunction with specific development proposals. As important as they are, the existence of the alleys should not preclude consideration of proposals which would alter them if satisfactory alternate services would be provided. In certain instances, development proposal which would utilize the alley may provide a type or quality of development or access which better serves the City’s objectives and as such, should be considered. Such development proposals might include alley closure which would permit unified development across an entire block or permit safer street access, or use the alley as part of a landscaped pedestrian plaza or mall, or relocation of an alley of a more functional

5 arrangement of structures or possible consideration of the space above or below the alley for parking purposes.

The Project is an anchor development located at the north end of the City’s Business Triangle that spans four existing parcels between Rodeo Drive and Beverly Drive. The relocation of the alley is required in order to consolidate the site and allow the unified development of a single building across an entire block. The alley relocation thus helps facilitate a project that serves the City’s objective of a high quality multiple use anchor commercial development at a key location within the City’s Business Triangle.

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STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS.

CITY OF BEVERLY HILLS )
I, KAREN MYRON, Recording Secretary of the Planning Commission of the City of Beverly Hills, California, do hereby certify that the foregoing is a true and correct copy of Resolution No. 19
duly passed, approved and adopted by the Planning Commission of said City at a meeting of said Commission on June 13, 2022, and thereafter duly signed by the Secretary of the Planning Commission, as indicated; and that the Planning Commission of the City consists of five (5) members and said Resolution was passed by the following vote of said Commission, to wit:

AYES: Commissioners Ross, Demeter, Ostroff, Vice Chair Hudnut, Chair Licht NOES: None
ABSTAIN: None
ABSENT: None
________________________________

KAREN MYRON
Recording Secretary of the
Planning Commission
City of Beverly Hills, California

Certificate Of Completion
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Beverly Hills City CouncilJuly 19, 2022

Beverly Hills City Council
July 19, 2022