Cities Index.
Attachment 2 – PC Staff Report w/Attachments

City Council / Housing Authority
November 21, 2022

Document
Attachment 2 – PC Staff Report w/Attachments
Meeting
November 21, 2022
Body
City Council / Housing Authority
Pages
36
Original file
48.8 MB
Text extracted from the city's file for reading and search. Open the original on pomona.legistar1.com. That file is the official record.

42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Demolition - Demolition of 2,000 SF of paving => 13.5 tons of debris Grading - 1,515 CY import
Architectural Coating - SCAQMD Rule 1113 limits coatings applied to buildings to 50g/L VOC content.

Area Coating - SCAQMD Rule 1113 limits coatings applied to buildings to 50g/L VOC content.

Construction Off-road Equipment Mitigation -
Area Mitigation - SCAQMD Rule 1113 limits coatings applied to buildings to 50g/L VOC content.

Water Mitigation - 20% reduction inb indoor water use per CalGreen. Water-efficient landscaping/irrigation.

Waste Mitigation - At least 50% of waste to be recycled per AB 341.

Vehicle Trips - Per 11th Ed ITE => Automated car wash= 14.20 trips/TSF weekday, 30.40 trips/TSF Saturday. Saturday rate applied to Sun. Small office building = 14.39 trips/TSF per day. FF rest w/drive thru = 467.48 trips/TSF. Conv mkt w/gas pumps = 265.12 trips/pmp.

Table Name
Column Name
Default Value
New Value
tblArchitecturalCoating
EF_Nonresidential_Exterior
100.00

50.00 tblArchitecturalCoating
EF_Nonresidential_Interior
100.00

50.00 tblAreaCoating
Area_EF_Nonresidential_Exterior
100
50 tblAreaCoating
Area_EF_Nonresidential_Interior
100
50 tblConstDustMitigation
WaterUnpavedRoadVehicleSpeed
0 15
tblConstructionPhase
NumDays

20.00 10.00
tblConstructionPhase
NumDays

6.00 18.00
tblGrading
MaterialImported

0.00 1,515.00
tblLandUse
LandUseSquareFeet
20,360.00
20,358.00
tblLandUse
LandUseSquareFeet
3,390.00
3,387.00
tblLandUse
LandUseSquareFeet
2,640.00
2,638.00
tblLandUse
LandUseSquareFeet
2,258.80
2,977.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

3.00 1.00
tblTripsAndVMT
VendorTripNumber

0.00 2.00
tblTripsAndVMT
VendorTripNumber

0.00 2.00
tblVehicleTrips
ST_TR

23.72 30.40
tblVehicleTrips
ST_TR
322.50
265.12
tblVehicleTrips
ST_TR

2.21 14.39
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

2.0 Emissions Summary
tblVehicleTrips
SU_TR

11.88 30.40
tblVehicleTrips
SU_TR
322.50
265.12
tblVehicleTrips
SU_TR

0.70 14.39
tblVehicleTrips
WD_TR

23.72 14.20
tblVehicleTrips
WD_TR
322.50
265.12
tblVehicleTrips
WD_TR
470.95
467.48
tblVehicleTrips
WD_TR

9.74 14.39
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

2.1 Overall Construction (Maximum Daily Emission)
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Year
lb/day
lb/day
2023

1.8676

15.9368

15.9851

0.0324

7.4005

0.6197

8.0145

3.5099

0.5938

4.0752

0.0000
3,050.035
2 3,050.035
2 0.6865

0.1152
3,078.885
8 2024

8.0952

13.5609

15.7580

0.0322

0.5784

0.5441

1.1224

0.1559

0.5209

0.6768

0.0000
3,033.147
6 3,033.147
6 0.5454

0.0573
3,061.404
7 Maximum

8.0952

15.9368

15.9851

0.0324

7.4005

0.6197

8.0145

3.5099

0.5938

4.0752

0.0000
3,050.035
2 3,050.035
2 0.6865

0.1152
3,078.885
8 Unmitigated Construction
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Year
lb/day
lb/day
2023

1.8676

15.9368

15.9851

0.0324

3.0743

0.6197

3.6884

1.4199

0.5938

1.9852

0.0000
3,050.035
2 3,050.035
2 0.6865

0.1152
3,078.885
8 2024

8.0952

13.5609

15.7580

0.0322

0.5784

0.5441

1.1224

0.1559

0.5209

0.6768

0.0000
3,033.147
6 3,033.147
6 0.5454

0.0573
3,061.404
7 Maximum

8.0952

15.9368

15.9851

0.0324

3.0743

0.6197

3.6884

1.4199

0.5938

1.9852

0.0000
3,050.035
2 3,050.035
2 0.6865

0.1152
3,078.885
8 Mitigated Construction
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
Percent
Reduction

0.00 0.00

0.00 0.00

54.22 0.00

47.35 57.01

0.00 43.98

0.00 0.00

0.00 0.00

0.00 0.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

2.2 Overall Operational
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Area

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Energy

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7200e-
003

2.6000e-
003
142.7224
Mobile

11.3696

7.4370

66.9806

0.1068

10.4393

0.0901

10.5294

2.7807

0.0835

2.8642
10,890.96
99 10,890.96
99 1.1865

0.6817
11,123.78
30 Total

11.6671

7.5553

67.0904

0.1075

10.4393

0.0991

10.5384

2.7807

0.0926

2.8733
11,032.87
17 11,032.87
17 1.1893

0.6843
11,266.52
94 Unmitigated Operational
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Area

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Energy

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7200e-
003

2.6000e-
003
142.7224
Mobile

11.3696

7.4370

66.9806

0.1068

10.4393

0.0901

10.5294

2.7807

0.0835

2.8642
10,890.96
99 10,890.96
99 1.1865

0.6817
11,123.78
30 Total

11.6671

7.5553

67.0904

0.1075

10.4393

0.0991

10.5384

2.7807

0.0926

2.8733
11,032.87
17 11,032.87
17 1.1893

0.6843
11,266.52
94 Mitigated Operational
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name
Phase Type
Start Date
End Date
Num Days
Week
Num Days
Phase Description
1 Demolition
Demolition
3/1/2023
3/14/2023
5 10
2 Grading
Grading
3/15/2023
4/7/2023
5 18
3 Building Construction
Building Construction
4/8/2023
2/9/2024
5 220
4 Paving
Paving
2/10/2024
2/23/2024
5 10
5 Architectural Coating
Architectural Coating
2/24/2024
3/8/2024
5 10
OffRoad Equipment
Phase Name
Offroad Equipment Type
Amount
Usage Hours
Horse Power
Load Factor
Demolition
Concrete/Industrial Saws
1 8.00
81 0.73
Demolition
Rubber Tired Dozers
1 8.00
247

0.40 Demolition
Tractors/Loaders/Backhoes
1 8.00
97 0.37
Site Preparation
Graders
1 8.00
187

0.41 Site Preparation
Scrapers
1 8.00
367

0.48 Site Preparation
Tractors/Loaders/Backhoes
1 7.00
97 0.37
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
Percent
Reduction

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 17,418; Non-Residential Outdoor: 5,806; Striped Parking Area: 5,412 (Architectural Coating
–
sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 18
Acres of Paving: 2.06
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.1 Mitigation Measures Construction
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
Grading
Graders
1 8.00
187

0.41 Grading
Rubber Tired Dozers
1 8.00
247

0.40 Grading
Tractors/Loaders/Backhoes
2 7.00
97 0.37
Building Construction
Cranes
1 8.00
231

0.29 Building Construction
Forklifts
2 7.00
89 0.20
Building Construction
Generator Sets
1 8.00
84 0.74
Building Construction
Tractors/Loaders/Backhoes
1 6.00
97 0.37
Building Construction
Welders
3 8.00
46 0.45
Paving
Cement and Mortar Mixers
1 8.00
9 0.56
Paving
Pavers
1 8.00
130

0.42 Paving
Paving Equipment
1 8.00
132

0.36 Paving
Rollers
2 8.00
80 0.38
Paving
Tractors/Loaders/Backhoes
1 8.00
97 0.37
Architectural Coating
Air Compressors
1 6.00
78 0.48
Trips and VMT
Phase Name
Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition
3 8.00

2.00 1.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Grading
4 10.00

2.00 189.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Building Construction
8 42.00

17.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Paving
6 15.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Architectural Coating
1 8.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.2 Demolition - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Fugitive Dust

0.0289

0.0000

0.0289

4.3700e-
003

0.0000

4.3700e-
003

0.0000

0.0000
Off-Road

1.1698

11.2471

8.9950

0.0179

0.5250

0.5250

0.4933

0.4933
1,721.242
9 1,721.242
9 0.3942
1,731.098
0 Total

1.1698

11.2471

8.9950

0.0179

0.0289

0.5250

0.5539

4.3700e-
003

0.4933

0.4976
1,721.242
9 1,721.242
9 0.3942
1,731.098
0 Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

2.2000e-
004

0.0131

3.4800e-
003

6.0000e-
005

1.7500e-
003

8.0000e-
005

1.8300e-
003

4.8000e-
004

8.0000e-
005

5.6000e-
004

6.4266

6.4266

3.5000e-
004

1.0200e-
003

6.7396
Vendor

2.3000e-
003

0.0768

0.0297

3.7000e-
004

0.0128

3.9000e-
004

0.0132

3.6900e-
003

3.7000e-
004

4.0600e-
003

40.0565

40.0565

1.3400e-
003

5.7600e-
003

41.8062
Worker

0.0256

0.0179

0.2891

7.9000e-
004

0.0894

5.4000e-
004

0.0900

0.0237

5.0000e-
004

0.0242

80.0060

80.0060

2.0200e-
003

1.8500e-
003

80.6067
Total

0.0281

0.1077

0.3223

1.2200e-
003

0.1040

1.0100e-
003

0.1050

0.0279

9.5000e-
004

0.0288
126.4891
126.4891

3.7100e-
003

8.6300e-
003
129.1525
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.2 Demolition - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Fugitive Dust

0.0113

0.0000

0.0113

1.7100e-
003

0.0000

1.7100e-
003

0.0000

0.0000
Off-Road

1.1698

11.2471

8.9950

0.0179

0.5250

0.5250

0.4933

0.4933

0.0000
1,721.242
9 1,721.242
9 0.3942
1,731.098
0 Total

1.1698

11.2471

8.9950

0.0179

0.0113

0.5250

0.5363

1.7100e-
003

0.4933

0.4950

0.0000
1,721.242
9 1,721.242
9 0.3942
1,731.098
0 Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

2.2000e-
004

0.0131

3.4800e-
003

6.0000e-
005

1.7500e-
003

8.0000e-
005

1.8300e-
003

4.8000e-
004

8.0000e-
005

5.6000e-
004

6.4266

6.4266

3.5000e-
004

1.0200e-
003

6.7396
Vendor

2.3000e-
003

0.0768

0.0297

3.7000e-
004

0.0128

3.9000e-
004

0.0132

3.6900e-
003

3.7000e-
004

4.0600e-
003

40.0565

40.0565

1.3400e-
003

5.7600e-
003

41.8062
Worker

0.0256

0.0179

0.2891

7.9000e-
004

0.0894

5.4000e-
004

0.0900

0.0237

5.0000e-
004

0.0242

80.0060

80.0060

2.0200e-
003

1.8500e-
003

80.6067
Total

0.0281

0.1077

0.3223

1.2200e-
003

0.1040

1.0100e-
003

0.1050

0.0279

9.5000e-
004

0.0288
126.4891
126.4891

3.7100e-
003

8.6300e-
003
129.1525
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Fugitive Dust

7.0921

0.0000

7.0921

3.4262

0.0000

3.4262

0.0000

0.0000
Off-Road

1.3330

14.4676

8.7038

0.0206

0.6044

0.6044

0.5560

0.5560
1,995.614
7 1,995.614
7 0.6454
2,011.750
3 Total

1.3330

14.4676

8.7038

0.0206

7.0921

0.6044

7.6965

3.4262

0.5560

3.9822
1,995.614
7 1,995.614
7 0.6454
2,011.750
3 Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0228

1.3701

0.3657

6.1400e-
003

0.1838

8.6400e-
003

0.1924

0.0504

8.2700e-
003

0.0587
674.7931
674.7931

0.0372

0.1072
707.6554
Vendor

2.3000e-
003

0.0768

0.0297

3.7000e-
004

0.0128

3.9000e-
004

0.0132

3.6900e-
003

3.7000e-
004

4.0600e-
003

40.0565

40.0565

1.3400e-
003

5.7600e-
003

41.8062
Worker

0.0320

0.0223

0.3614

9.9000e-
004

0.1118

6.7000e-
004

0.1125

0.0296

6.2000e-
004

0.0303
100.0075
100.0075

2.5200e-
003

2.3100e-
003
100.7583
Total

0.0571

1.4692

0.7568

7.5000e-
003

0.3084

9.7000e-
003

0.3181

0.0837

9.2600e-
003

0.0930
814.8571
814.8571

0.0411

0.1152
850.2199
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

Page 11 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Fugitive Dust

2.7659

0.0000

2.7659

1.3362

0.0000

1.3362

0.0000

0.0000
Off-Road

1.3330

14.4676

8.7038

0.0206

0.6044

0.6044

0.5560

0.5560

0.0000
1,995.614
7 1,995.614
7 0.6454
2,011.750
3 Total

1.3330

14.4676

8.7038

0.0206

2.7659

0.6044

3.3703

1.3362

0.5560

1.8922

0.0000
1,995.614
7 1,995.614
7 0.6454
2,011.750
3 Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0228

1.3701

0.3657

6.1400e-
003

0.1838

8.6400e-
003

0.1924

0.0504

8.2700e-
003

0.0587
674.7931
674.7931

0.0372

0.1072
707.6554
Vendor

2.3000e-
003

0.0768

0.0297

3.7000e-
004

0.0128

3.9000e-
004

0.0132

3.6900e-
003

3.7000e-
004

4.0600e-
003

40.0565

40.0565

1.3400e-
003

5.7600e-
003

41.8062
Worker

0.0320

0.0223

0.3614

9.9000e-
004

0.1118

6.7000e-
004

0.1125

0.0296

6.2000e-
004

0.0303
100.0075
100.0075

2.5200e-
003

2.3100e-
003
100.7583
Total

0.0571

1.4692

0.7568

7.5000e-
003

0.3084

9.7000e-
003

0.3181

0.0837

9.2600e-
003

0.0930
814.8571
814.8571

0.0411

0.1152
850.2199
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

Page 12 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

1.7136

13.6239

14.2145

0.0250

0.6136

0.6136

0.5880

0.5880
2,289.523
3 2,289.523
3 0.4330
2,300.347
9 Total

1.7136

13.6239

14.2145

0.0250

0.6136

0.6136

0.5880

0.5880
2,289.523
3 2,289.523
3 0.4330
2,300.347
9 Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0196

0.6525

0.2528

3.1600e-
003

0.1089

3.2800e-
003

0.1122

0.0314

3.1400e-
003

0.0345
340.4802
340.4802

0.0114

0.0490
355.3529
Worker

0.1344

0.0937

1.5179

4.1600e-
003

0.4695

2.8200e-
003

0.4723

0.1245

2.6000e-
003

0.1271
420.0317
420.0317

0.0106

9.6900e-
003
423.1851
Total

0.1540

0.7462

1.7707

7.3200e-
003

0.5784

6.1000e-
003

0.5845

0.1559

5.7400e-
003

0.1616
760.5119
760.5119

0.0220

0.0586
778.5379
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

Page 13 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

1.7136

13.6239

14.2145

0.0250

0.6136

0.6136

0.5880

0.5880

0.0000
2,289.523
3 2,289.523
3 0.4330
2,300.347
9 Total

1.7136

13.6239

14.2145

0.0250

0.6136

0.6136

0.5880

0.5880

0.0000
2,289.523
3 2,289.523
3 0.4330
2,300.347
9 Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0196

0.6525

0.2528

3.1600e-
003

0.1089

3.2800e-
003

0.1122

0.0314

3.1400e-
003

0.0345
340.4802
340.4802

0.0114

0.0490
355.3529
Worker

0.1344

0.0937

1.5179

4.1600e-
003

0.4695

2.8200e-
003

0.4723

0.1245

2.6000e-
003

0.1271
420.0317
420.0317

0.0106

9.6900e-
003
423.1851
Total

0.1540

0.7462

1.7707

7.3200e-
003

0.5784

6.1000e-
003

0.5845

0.1559

5.7400e-
003

0.1616
760.5119
760.5119

0.0220

0.0586
778.5379
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

Page 14 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

1.5971

12.8235

14.1002

0.0250

0.5381

0.5381

0.5153

0.5153
2,289.654
1 2,289.654
1 0.4265
2,300.315
4 Total

1.5971

12.8235

14.1002

0.0250

0.5381

0.5381

0.5153

0.5153
2,289.654
1 2,289.654
1 0.4265
2,300.315
4 Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0190

0.6538

0.2474

3.1100e-
003

0.1089

3.3000e-
003

0.1122

0.0314

3.1600e-
003

0.0345
335.3668
335.3668

0.0115

0.0483
350.0368
Worker

0.1252

0.0836

1.4105

4.0400e-
003

0.4695

2.7000e-
003

0.4722

0.1245

2.4900e-
003

0.1270
408.1266
408.1266

9.5800e-
003

9.0100e-
003
411.0525
Total

0.1442

0.7375

1.6579

7.1500e-
003

0.5784

6.0000e-
003

0.5844

0.1559

5.6500e-
003

0.1615
743.4935
743.4935

0.0210

0.0573
761.0893
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

Page 15 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

1.5971

12.8235

14.1002

0.0250

0.5381

0.5381

0.5153

0.5153

0.0000
2,289.654
1 2,289.654
1 0.4265
2,300.315
4 Total

1.5971

12.8235

14.1002

0.0250

0.5381

0.5381

0.5153

0.5153

0.0000
2,289.654
1 2,289.654
1 0.4265
2,300.315
4 Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0190

0.6538

0.2474

3.1100e-
003

0.1089

3.3000e-
003

0.1122

0.0314

3.1600e-
003

0.0345
335.3668
335.3668

0.0115

0.0483
350.0368
Worker

0.1252

0.0836

1.4105

4.0400e-
003

0.4695

2.7000e-
003

0.4722

0.1245

2.4900e-
003

0.1270
408.1266
408.1266

9.5800e-
003

9.0100e-
003
411.0525
Total

0.1442

0.7375

1.6579

7.1500e-
003

0.5784

6.0000e-
003

0.5844

0.1559

5.6500e-
003

0.1615
743.4935
743.4935

0.0210

0.0573
761.0893
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

Page 16 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.5 Paving - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

0.8425

8.1030

11.7069

0.0179

0.3957

0.3957

0.3652

0.3652
1,710.202
4 1,710.202
4 0.5420
1,723.752
9 Paving

0.4166

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

1.2591

8.1030

11.7069

0.0179

0.3957

0.3957

0.3652

0.3652
1,710.202
4 1,710.202
4 0.5420
1,723.752
9 Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0447

0.0299

0.5037

1.4400e-
003

0.1677

9.7000e-
004

0.1686

0.0445

8.9000e-
004

0.0454
145.7595
145.7595

3.4200e-
003

3.2200e-
003
146.8045
Total

0.0447

0.0299

0.5037

1.4400e-
003

0.1677

9.7000e-
004

0.1686

0.0445

8.9000e-
004

0.0454
145.7595
145.7595

3.4200e-
003

3.2200e-
003
146.8045
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

Page 17 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.5 Paving - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

0.8425

8.1030

11.7069

0.0179

0.3957

0.3957

0.3652

0.3652

0.0000
1,710.202
4 1,710.202
4 0.5420
1,723.752
9 Paving

0.4166

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

1.2591

8.1030

11.7069

0.0179

0.3957

0.3957

0.3652

0.3652

0.0000
1,710.202
4 1,710.202
4 0.5420
1,723.752
9 Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0447

0.0299

0.5037

1.4400e-
003

0.1677

9.7000e-
004

0.1686

0.0445

8.9000e-
004

0.0454
145.7595
145.7595

3.4200e-
003

3.2200e-
003
146.8045
Total

0.0447

0.0299

0.5037

1.4400e-
003

0.1677

9.7000e-
004

0.1686

0.0445

8.9000e-
004

0.0454
145.7595
145.7595

3.4200e-
003

3.2200e-
003
146.8045
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

Page 18 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.6 Architectural Coating - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Archit. Coating

7.8906

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.1808

1.2188

1.8101

2.9700e-
003

0.0609

0.0609

0.0609

0.0609
281.4481
281.4481

0.0159
281.8443
Total

8.0714

1.2188

1.8101

2.9700e-
003

0.0609

0.0609

0.0609

0.0609
281.4481
281.4481

0.0159
281.8443
Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0239

0.0159

0.2687

7.7000e-
004

0.0894

5.1000e-
004

0.0899

0.0237

4.7000e-
004

0.0242

77.7384

77.7384

1.8300e-
003

1.7200e-
003

78.2957
Total

0.0239

0.0159

0.2687

7.7000e-
004

0.0894

5.1000e-
004

0.0899

0.0237

4.7000e-
004

0.0242

77.7384

77.7384

1.8300e-
003

1.7200e-
003

78.2957
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

Page 19 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.6 Architectural Coating - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Archit. Coating

7.8906

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.1808

1.2188

1.8101

2.9700e-
003

0.0609

0.0609

0.0609

0.0609

0.0000
281.4481
281.4481

0.0159
281.8443
Total

8.0714

1.2188

1.8101

2.9700e-
003

0.0609

0.0609

0.0609

0.0609

0.0000
281.4481
281.4481

0.0159
281.8443
Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0239

0.0159

0.2687

7.7000e-
004

0.0894

5.1000e-
004

0.0899

0.0237

4.7000e-
004

0.0242

77.7384

77.7384

1.8300e-
003

1.7200e-
003

78.2957
Total

0.0239

0.0159

0.2687

7.7000e-
004

0.0894

5.1000e-
004

0.0899

0.0237

4.7000e-
004

0.0242

77.7384

77.7384

1.8300e-
003

1.7200e-
003

78.2957
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

4.0 Operational Detail - Mobile
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Mitigated

11.3696

7.4370

66.9806

0.1068

10.4393

0.0901

10.5294

2.7807

0.0835

2.8642
10,890.96
99 10,890.96
99 1.1865

0.6817
11,123.78
30 Unmitigated

11.3696

7.4370

66.9806

0.1068

10.4393

0.0901

10.5294

2.7807

0.0835

2.8642
10,890.96
99 10,890.96
99 1.1865

0.6817
11,123.78
30 4.1 Mitigation Measures Mobile

4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Automobile Care Center

37.49 80.26

80.26 66,586
66,586
Convenience Market with Gas Pumps
4,241.92
4,241.92
4241.92
2,531,894
2,531,894
Fast Food Restaurant with Drive Thru
1,584.76
2,088.65
1602.05
1,746,133
1,746,133
General Office Building

37.56 37.56

37.56 120,991
120,991
Other Asphalt Surfaces

0.00 0.00

0.00 Other Non-Asphalt Surfaces

0.00 0.00

0.00 Parking Lot

0.00 0.00

0.00 Total
5,901.72
6,448.38
5,961.78
4,465,605
4,465,605
Miles
Trip %
Trip Purpose %
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass-by
Automobile Care Center

16.60 8.40

6.90 33.00

48.00 19.00
21 51
28 CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Miles
Trip %
Trip Purpose %
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass-by
Convenience Market with Gas
Pumps

16.60 8.40

6.90 0.80

80.20 19.00
14 21
65 Fast Food Restaurant with Drive
Thru

16.60 8.40

6.90 2.20

78.80 19.00
29 21
50 General Office Building

16.60 8.40

6.90 33.00

48.00 19.00
77 19
4 Other Asphalt Surfaces

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 Other Non-Asphalt Surfaces

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 Parking Lot

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 4.4 Fleet Mix
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Automobile Care Center

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Convenience Market with Gas
Pumps

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Fast Food Restaurant with Drive
Thru

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
General Office Building

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Other Asphalt Surfaces

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Other Non-Asphalt Surfaces

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Parking Lot

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352

5.0 Energy Detail

5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
NaturalGas
Mitigated

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7200e-
003

2.6000e-
003
142.7224
NaturalGas
Unmitigated

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7200e-
003

2.6000e-
003
142.7224
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
lb/day
lb/day
Automobile Care
Center
120.192

1.3000e-
003

0.0118

9.9000e-
003

7.0000e-
005

9.0000e-
004

9.0000e-
004

9.0000e-
004

9.0000e-
004

14.1402

14.1402

2.7000e-
004

2.6000e-
004

14.2242
Convenience
Market with Gas
Pumps

46.0823

5.0000e-
004

4.5200e-
003

3.8000e-
003

3.0000e-
005

3.4000e-
004

3.4000e-
004

3.4000e-
004

3.4000e-
004

5.4215

5.4215

1.0000e-
004

1.0000e-
004

5.4537
Fast Food
Restaurant with
Drive Thru
917.923

9.9000e-
003

0.0900

0.0756

5.4000e-
004

6.8400e-
003

6.8400e-
003

6.8400e-
003

6.8400e-
003
107.9910
107.9910

2.0700e-
003

1.9800e-
003
108.6327
General Office
Building
121.776

1.3100e-
003

0.0119

0.0100

7.0000e-
005

9.1000e-
004

9.1000e-
004

9.1000e-
004

9.1000e-
004

14.3266

14.3266

2.7000e-
004

2.6000e-
004

14.4117
Other Asphalt
Surfaces
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
Other Non-
Asphalt Surfaces
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
Parking Lot
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7100e-
003

2.6000e-
003
142.7224
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

6.1 Mitigation Measures Area

6.0 Area Detail

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
lb/day
lb/day
Automobile Care
Center

0.120192

1.3000e-
003

0.0118

9.9000e-
003

7.0000e-
005

9.0000e-
004

9.0000e-
004

9.0000e-
004

9.0000e-
004

14.1402

14.1402

2.7000e-
004

2.6000e-
004

14.2242
Convenience
Market with Gas
Pumps

0.0460823

5.0000e-
004

4.5200e-
003

3.8000e-
003

3.0000e-
005

3.4000e-
004

3.4000e-
004

3.4000e-
004

3.4000e-
004

5.4215

5.4215

1.0000e-
004

1.0000e-
004

5.4537
Fast Food
Restaurant with
Drive Thru

0.917923

9.9000e-
003

0.0900

0.0756

5.4000e-
004

6.8400e-
003

6.8400e-
003

6.8400e-
003

6.8400e-
003
107.9910
107.9910

2.0700e-
003

1.9800e-
003
108.6327
General Office
Building

0.121776

1.3100e-
003

0.0119

0.0100

7.0000e-
005

9.1000e-
004

9.1000e-
004

9.1000e-
004

9.1000e-
004

14.3266

14.3266

2.7000e-
004

2.6000e-
004

14.4117
Other Asphalt
Surfaces
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
Other Non-
Asphalt Surfaces
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
Parking Lot
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7100e-
003

2.6000e-
003
142.7224
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Mitigated

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Unmitigated

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240

6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
lb/day
lb/day
Architectural
Coating

0.0216

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Consumer
Products

0.2619

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Landscaping

9.7000e-
004

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Total

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Apply Water Conservation Strategy
Use Water Efficient Irrigation System

7.1 Mitigation Measures Water

7.0 Water Detail

6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
lb/day
lb/day
Architectural
Coating

0.0216

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Consumer
Products

0.2619

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Landscaping

9.7000e-
004

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Total

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

11.0 Vegetation

8.1 Mitigation Measures Waste
Institute Recycling and Composting Services

8.0 Waste Detail

9.0 Operational Offroad
Equipment Type
Number
Hours/Day
Days/Year
Horse Power
Load Factor
Fuel Type

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type
Number
Hours/Day
Hours/Year
Horse Power
Load Factor
Fuel Type
Boilers
Equipment Type
Number
Heat Input/Day
Heat Input/Year
Boiler Rating
Fuel Type
User Defined Equipment
Equipment Type
Number
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:58 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

42 Rio Rancho Road
Los Angeles-South Coast County, Winter
Project Characteristics -
Land Use - Site is 2.31 acres. 2,610 SF office; 2,977 SF SF conv. mkt w/ 16 fuel pumps; 3,387 SF FF rest w/ drive thru; 2,638 SF car wash; 57 space parking lot; 20,358 SF landscaping; with the balance (1.08 acres) asphalt surfaces.

Construction Phase - Construction to start no sooner than March 2023 and take approximately 1 year. Minor demolition of existing paving only.

Off-road Equipment - Minor demo of existing paving only.

Trips and VMT - Extra vendor trips added in for water trucks during demo and grading.

1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
General Office Building

2.61 1000sqft

0.06 2,610.00
0 Other Asphalt Surfaces

1.08 Acre

1.08 47,044.80
0 Other Non-Asphalt Surfaces

20.36 1000sqft

0.47 20,358.00
0 Parking Lot

57.00 Space

0.51 22,800.00
0 Fast Food Restaurant with Drive Thru

3.39 1000sqft

0.08 3,387.00
0 Automobile Care Center

2.64 1000sqft

0.06 2,638.00
0 Convenience Market with Gas Pumps

16.00 Pump

0.05 2,977.00
0 1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
7 Wind Speed (m/s)
Precipitation Freq (Days)

2.2 33

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company
Southern California Edison
2024
Operational Year
CO2 Intensity
(lb/MWhr)
390.98

0.033
CH4 Intensity
(lb/MWhr)

0.004
N2O Intensity
(lb/MWhr)
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Demolition - Demolition of 2,000 SF of paving => 13.5 tons of debris Grading - 1,515 CY import
Architectural Coating - SCAQMD Rule 1113 limits coatings applied to buildings to 50g/L VOC content.

Area Coating - SCAQMD Rule 1113 limits coatings applied to buildings to 50g/L VOC content.

Construction Off-road Equipment Mitigation -
Area Mitigation - SCAQMD Rule 1113 limits coatings applied to buildings to 50g/L VOC content.

Water Mitigation - 20% reduction inb indoor water use per CalGreen. Water-efficient landscaping/irrigation.

Waste Mitigation - At least 50% of waste to be recycled per AB 341.

Vehicle Trips - Per 11th Ed ITE => Automated car wash= 14.20 trips/TSF weekday, 30.40 trips/TSF Saturday. Saturday rate applied to Sun. Small office building = 14.39 trips/TSF per day. FF rest w/drive thru = 467.48 trips/TSF. Conv mkt w/gas pumps = 265.12 trips/pmp.

Table Name
Column Name
Default Value
New Value
tblArchitecturalCoating
EF_Nonresidential_Exterior
100.00

50.00 tblArchitecturalCoating
EF_Nonresidential_Interior
100.00

50.00 tblAreaCoating
Area_EF_Nonresidential_Exterior
100
50 tblAreaCoating
Area_EF_Nonresidential_Interior
100
50 tblConstDustMitigation
WaterUnpavedRoadVehicleSpeed
0 15
tblConstructionPhase
NumDays

20.00 10.00
tblConstructionPhase
NumDays

6.00 18.00
tblGrading
MaterialImported

0.00 1,515.00
tblLandUse
LandUseSquareFeet
20,360.00
20,358.00
tblLandUse
LandUseSquareFeet
3,390.00
3,387.00
tblLandUse
LandUseSquareFeet
2,640.00
2,638.00
tblLandUse
LandUseSquareFeet
2,258.80
2,977.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

3.00 1.00
tblTripsAndVMT
VendorTripNumber

0.00 2.00
tblTripsAndVMT
VendorTripNumber

0.00 2.00
tblVehicleTrips
ST_TR

23.72 30.40
tblVehicleTrips
ST_TR
322.50
265.12
tblVehicleTrips
ST_TR

2.21 14.39
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

2.0 Emissions Summary
tblVehicleTrips
SU_TR

11.88 30.40
tblVehicleTrips
SU_TR
322.50
265.12
tblVehicleTrips
SU_TR

0.70 14.39
tblVehicleTrips
WD_TR

23.72 14.20
tblVehicleTrips
WD_TR
322.50
265.12
tblVehicleTrips
WD_TR
470.95
467.48
tblVehicleTrips
WD_TR

9.74 14.39
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

2.1 Overall Construction (Maximum Daily Emission)
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Year
lb/day
lb/day
2023

1.8770

16.0032

15.8704

0.0321

7.4005

0.6198

8.0146

3.5099

0.5938

4.0752

0.0000
3,028.466
4 3,028.466
4 0.6864

0.1155
3,057.555
1 2024

8.0971

13.6004

15.6530

0.0320

0.5784

0.5441

1.1224

0.1559

0.5209

0.6768

0.0000
3,012.246
1 3,012.246
1 0.5455

0.0580
3,040.725
4 Maximum

8.0971

16.0032

15.8704

0.0321

7.4005

0.6198

8.0146

3.5099

0.5938

4.0752

0.0000
3,028.466
4 3,028.466
4 0.6864

0.1155
3,057.555
1 Unmitigated Construction
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Year
lb/day
lb/day
2023

1.8770

16.0032

15.8704

0.0321

3.0743

0.6198

3.6884

1.4199

0.5938

1.9852

0.0000
3,028.466
4 3,028.466
4 0.6864

0.1155
3,057.555
1 2024

8.0971

13.6004

15.6530

0.0320

0.5784

0.5441

1.1224

0.1559

0.5209

0.6768

0.0000
3,012.246
1 3,012.246
1 0.5455

0.0580
3,040.725
4 Maximum

8.0971

16.0032

15.8704

0.0321

3.0743

0.6198

3.6884

1.4199

0.5938

1.9852

0.0000
3,028.466
4 3,028.466
4 0.6864

0.1155
3,057.555
1 Mitigated Construction
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 4 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
Percent
Reduction

0.00 0.00

0.00 0.00

54.22 0.00

47.35 57.01

0.00 43.98

0.00 0.00

0.00 0.00

0.00 0.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 5 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

2.2 Overall Operational
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Area

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Energy

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7200e-
003

2.6000e-
003
142.7224
Mobile

10.9571

8.0374

70.2877

0.1027

10.4393

0.0902

10.5295

2.7807

0.0837

2.8644
10,470.27
34 10,470.27
34 1.2756

0.7166
10,715.71
00 Total

11.2546

8.1557

70.3975

0.1034

10.4393

0.0993

10.5386

2.7807

0.0927

2.8734
10,612.17
52 10,612.17
52 1.2784

0.7192
10,858.45
63 Unmitigated Operational
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Area

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Energy

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7200e-
003

2.6000e-
003
142.7224
Mobile

10.9571

8.0374

70.2877

0.1027

10.4393

0.0902

10.5295

2.7807

0.0837

2.8644
10,470.27
34 10,470.27
34 1.2756

0.7166
10,715.71
00 Total

11.2546

8.1557

70.3975

0.1034

10.4393

0.0993

10.5386

2.7807

0.0927

2.8734
10,612.17
52 10,612.17
52 1.2784

0.7192
10,858.45
63 Mitigated Operational
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name
Phase Type
Start Date
End Date
Num Days
Week
Num Days
Phase Description
1 Demolition
Demolition
3/1/2023
3/14/2023
5 10
2 Grading
Grading
3/15/2023
4/7/2023
5 18
3 Building Construction
Building Construction
4/8/2023
2/9/2024
5 220
4 Paving
Paving
2/10/2024
2/23/2024
5 10
5 Architectural Coating
Architectural Coating
2/24/2024
3/8/2024
5 10
OffRoad Equipment
Phase Name
Offroad Equipment Type
Amount
Usage Hours
Horse Power
Load Factor
Demolition
Concrete/Industrial Saws
1 8.00
81 0.73
Demolition
Rubber Tired Dozers
1 8.00
247

0.40 Demolition
Tractors/Loaders/Backhoes
1 8.00
97 0.37
Site Preparation
Graders
1 8.00
187

0.41 Site Preparation
Scrapers
1 8.00
367

0.48 Site Preparation
Tractors/Loaders/Backhoes
1 7.00
97 0.37
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
Percent
Reduction

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 17,418; Non-Residential Outdoor: 5,806; Striped Parking Area: 5,412 (Architectural Coating
–
sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 18
Acres of Paving: 2.06
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 7 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.1 Mitigation Measures Construction
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
Grading
Graders
1 8.00
187

0.41 Grading
Rubber Tired Dozers
1 8.00
247

0.40 Grading
Tractors/Loaders/Backhoes
2 7.00
97 0.37
Building Construction
Cranes
1 8.00
231

0.29 Building Construction
Forklifts
2 7.00
89 0.20
Building Construction
Generator Sets
1 8.00
84 0.74
Building Construction
Tractors/Loaders/Backhoes
1 6.00
97 0.37
Building Construction
Welders
3 8.00
46 0.45
Paving
Cement and Mortar Mixers
1 8.00
9 0.56
Paving
Pavers
1 8.00
130

0.42 Paving
Paving Equipment
1 8.00
132

0.36 Paving
Rollers
2 8.00
80 0.38
Paving
Tractors/Loaders/Backhoes
1 8.00
97 0.37
Architectural Coating
Air Compressors
1 6.00
78 0.48
Trips and VMT
Phase Name
Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition
3 8.00

2.00 1.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Grading
4 10.00

2.00 189.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Building Construction
8 42.00

17.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Paving
6 15.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Architectural Coating
1 8.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 8 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.2 Demolition - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Fugitive Dust

0.0289

0.0000

0.0289

4.3700e-
003

0.0000

4.3700e-
003

0.0000

0.0000
Off-Road

1.1698

11.2471

8.9950

0.0179

0.5250

0.5250

0.4933

0.4933
1,721.242
9 1,721.242
9 0.3942
1,731.098
0 Total

1.1698

11.2471

8.9950

0.0179

0.0289

0.5250

0.5539

4.3700e-
003

0.4933

0.4976
1,721.242
9 1,721.242
9 0.3942
1,731.098
0 Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

2.0000e-
004

0.0136

3.5300e-
003

6.0000e-
005

1.7500e-
003

8.0000e-
005

1.8300e-
003

4.8000e-
004

8.0000e-
005

5.6000e-
004

6.4334

6.4334

3.5000e-
004

1.0200e-
003

6.7467
Vendor

2.2200e-
003

0.0804

0.0307

3.7000e-
004

0.0128

3.9000e-
004

0.0132

3.6900e-
003

3.7000e-
004

4.0600e-
003

40.1241

40.1241

1.3400e-
003

5.7700e-
003

41.8782
Worker

0.0275

0.0197

0.2658

7.5000e-
004

0.0894

5.4000e-
004

0.0900

0.0237

5.0000e-
004

0.0242

75.7883

75.7883

2.0500e-
003

1.9700e-
003

76.4271
Total

0.0299

0.1137

0.3000

1.1800e-
003

0.1040

1.0100e-
003

0.1050

0.0279

9.5000e-
004

0.0288
122.3457
122.3457

3.7400e-
003

8.7600e-
003
125.0520
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 9 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.2 Demolition - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Fugitive Dust

0.0113

0.0000

0.0113

1.7100e-
003

0.0000

1.7100e-
003

0.0000

0.0000
Off-Road

1.1698

11.2471

8.9950

0.0179

0.5250

0.5250

0.4933

0.4933

0.0000
1,721.242
9 1,721.242
9 0.3942
1,731.098
0 Total

1.1698

11.2471

8.9950

0.0179

0.0113

0.5250

0.5363

1.7100e-
003

0.4933

0.4950

0.0000
1,721.242
9 1,721.242
9 0.3942
1,731.098
0 Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

2.0000e-
004

0.0136

3.5300e-
003

6.0000e-
005

1.7500e-
003

8.0000e-
005

1.8300e-
003

4.8000e-
004

8.0000e-
005

5.6000e-
004

6.4334

6.4334

3.5000e-
004

1.0200e-
003

6.7467
Vendor

2.2200e-
003

0.0804

0.0307

3.7000e-
004

0.0128

3.9000e-
004

0.0132

3.6900e-
003

3.7000e-
004

4.0600e-
003

40.1241

40.1241

1.3400e-
003

5.7700e-
003

41.8782
Worker

0.0275

0.0197

0.2658

7.5000e-
004

0.0894

5.4000e-
004

0.0900

0.0237

5.0000e-
004

0.0242

75.7883

75.7883

2.0500e-
003

1.9700e-
003

76.4271
Total

0.0299

0.1137

0.3000

1.1800e-
003

0.1040

1.0100e-
003

0.1050

0.0279

9.5000e-
004

0.0288
122.3457
122.3457

3.7400e-
003

8.7600e-
003
125.0520
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 10 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Fugitive Dust

7.0921

0.0000

7.0921

3.4262

0.0000

3.4262

0.0000

0.0000
Off-Road

1.3330

14.4676

8.7038

0.0206

0.6044

0.6044

0.5560

0.5560
1,995.614
7 1,995.614
7 0.6454
2,011.750
3 Total

1.3330

14.4676

8.7038

0.0206

7.0921

0.6044

7.6965

3.4262

0.5560

3.9822
1,995.614
7 1,995.614
7 0.6454
2,011.750
3 Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0213

1.4306

0.3707

6.1500e-
003

0.1838

8.6600e-
003

0.1925

0.0504

8.2900e-
003

0.0587
675.5044
675.5044

0.0371

0.1073
708.3992
Vendor

2.2200e-
003

0.0804

0.0307

3.7000e-
004

0.0128

3.9000e-
004

0.0132

3.6900e-
003

3.7000e-
004

4.0600e-
003

40.1241

40.1241

1.3400e-
003

5.7700e-
003

41.8782
Worker

0.0344

0.0246

0.3322

9.4000e-
004

0.1118

6.7000e-
004

0.1125

0.0296

6.2000e-
004

0.0303

94.7354

94.7354

2.5600e-
003

2.4700e-
003

95.5339
Total

0.0579

1.5356

0.7336

7.4600e-
003

0.3084

9.7200e-
003

0.3181

0.0837

9.2800e-
003

0.0930
810.3638
810.3638

0.0410

0.1155
845.8113
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 11 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Fugitive Dust

2.7659

0.0000

2.7659

1.3362

0.0000

1.3362

0.0000

0.0000
Off-Road

1.3330

14.4676

8.7038

0.0206

0.6044

0.6044

0.5560

0.5560

0.0000
1,995.614
7 1,995.614
7 0.6454
2,011.750
3 Total

1.3330

14.4676

8.7038

0.0206

2.7659

0.6044

3.3703

1.3362

0.5560

1.8922

0.0000
1,995.614
7 1,995.614
7 0.6454
2,011.750
3 Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0213

1.4306

0.3707

6.1500e-
003

0.1838

8.6600e-
003

0.1925

0.0504

8.2900e-
003

0.0587
675.5044
675.5044

0.0371

0.1073
708.3992
Vendor

2.2200e-
003

0.0804

0.0307

3.7000e-
004

0.0128

3.9000e-
004

0.0132

3.6900e-
003

3.7000e-
004

4.0600e-
003

40.1241

40.1241

1.3400e-
003

5.7700e-
003

41.8782
Worker

0.0344

0.0246

0.3322

9.4000e-
004

0.1118

6.7000e-
004

0.1125

0.0296

6.2000e-
004

0.0303

94.7354

94.7354

2.5600e-
003

2.4700e-
003

95.5339
Total

0.0579

1.5356

0.7336

7.4600e-
003

0.3084

9.7200e-
003

0.3181

0.0837

9.2800e-
003

0.0930
810.3638
810.3638

0.0410

0.1155
845.8113
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 12 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

1.7136

13.6239

14.2145

0.0250

0.6136

0.6136

0.5880

0.5880
2,289.523
3 2,289.523
3 0.4330
2,300.347
9 Total

1.7136

13.6239

14.2145

0.0250

0.6136

0.6136

0.5880

0.5880
2,289.523
3 2,289.523
3 0.4330
2,300.347
9 Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0189

0.6832

0.2607

3.1700e-
003

0.1089

3.3000e-
003

0.1122

0.0314

3.1600e-
003

0.0345
341.0545
341.0545

0.0114

0.0491
355.9649
Worker

0.1444

0.1035

1.3952

3.9400e-
003

0.4695

2.8200e-
003

0.4723

0.1245

2.6000e-
003

0.1271
397.8885
397.8885

0.0107

0.0104
401.2424
Total

0.1633

0.7867

1.6559

7.1100e-
003

0.5784

6.1200e-
003

0.5845

0.1559

5.7600e-
003

0.1616
738.9430
738.9430

0.0221

0.0594
757.2073
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

1.7136

13.6239

14.2145

0.0250

0.6136

0.6136

0.5880

0.5880

0.0000
2,289.523
3 2,289.523
3 0.4330
2,300.347
9 Total

1.7136

13.6239

14.2145

0.0250

0.6136

0.6136

0.5880

0.5880

0.0000
2,289.523
3 2,289.523
3 0.4330
2,300.347
9 Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0189

0.6832

0.2607

3.1700e-
003

0.1089

3.3000e-
003

0.1122

0.0314

3.1600e-
003

0.0345
341.0545
341.0545

0.0114

0.0491
355.9649
Worker

0.1444

0.1035

1.3952

3.9400e-
003

0.4695

2.8200e-
003

0.4723

0.1245

2.6000e-
003

0.1271
397.8885
397.8885

0.0107

0.0104
401.2424
Total

0.1633

0.7867

1.6559

7.1100e-
003

0.5784

6.1200e-
003

0.5845

0.1559

5.7600e-
003

0.1616
738.9430
738.9430

0.0221

0.0594
757.2073
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 14 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

1.5971

12.8235

14.1002

0.0250

0.5381

0.5381

0.5153

0.5153
2,289.654
1 2,289.654
1 0.4265
2,300.315
4 Total

1.5971

12.8235

14.1002

0.0250

0.5381

0.5381

0.5153

0.5153
2,289.654
1 2,289.654
1 0.4265
2,300.315
4 Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0183

0.6846

0.2553

3.1200e-
003

0.1089

3.3200e-
003

0.1122

0.0314

3.1800e-
003

0.0345
335.9444
335.9444

0.0114

0.0484
350.6509
Worker

0.1350

0.0924

1.2976

3.8300e-
003

0.4695

2.7000e-
003

0.4722

0.1245

2.4900e-
003

0.1270
386.6476
386.6476

9.7200e-
003

9.6300e-
003
389.7591
Total

0.1533

0.7769

1.5529

6.9500e-
003

0.5784

6.0200e-
003

0.5844

0.1559

5.6700e-
003

0.1615
722.5920
722.5920

0.0211

0.0580
740.4100
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 15 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

1.5971

12.8235

14.1002

0.0250

0.5381

0.5381

0.5153

0.5153

0.0000
2,289.654
1 2,289.654
1 0.4265
2,300.315
4 Total

1.5971

12.8235

14.1002

0.0250

0.5381

0.5381

0.5153

0.5153

0.0000
2,289.654
1 2,289.654
1 0.4265
2,300.315
4 Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0183

0.6846

0.2553

3.1200e-
003

0.1089

3.3200e-
003

0.1122

0.0314

3.1800e-
003

0.0345
335.9444
335.9444

0.0114

0.0484
350.6509
Worker

0.1350

0.0924

1.2976

3.8300e-
003

0.4695

2.7000e-
003

0.4722

0.1245

2.4900e-
003

0.1270
386.6476
386.6476

9.7200e-
003

9.6300e-
003
389.7591
Total

0.1533

0.7769

1.5529

6.9500e-
003

0.5784

6.0200e-
003

0.5844

0.1559

5.6700e-
003

0.1615
722.5920
722.5920

0.0211

0.0580
740.4100
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 16 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.5 Paving - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

0.8425

8.1030

11.7069

0.0179

0.3957

0.3957

0.3652

0.3652
1,710.202
4 1,710.202
4 0.5420
1,723.752
9 Paving

0.4166

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

1.2591

8.1030

11.7069

0.0179

0.3957

0.3957

0.3652

0.3652
1,710.202
4 1,710.202
4 0.5420
1,723.752
9 Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0482

0.0330

0.4634

1.3700e-
003

0.1677

9.7000e-
004

0.1686

0.0445

8.9000e-
004

0.0454
138.0884
138.0884

3.4700e-
003

3.4400e-
003
139.1997
Total

0.0482

0.0330

0.4634

1.3700e-
003

0.1677

9.7000e-
004

0.1686

0.0445

8.9000e-
004

0.0454
138.0884
138.0884

3.4700e-
003

3.4400e-
003
139.1997
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 17 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.5 Paving - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Off-Road

0.8425

8.1030

11.7069

0.0179

0.3957

0.3957

0.3652

0.3652

0.0000
1,710.202
4 1,710.202
4 0.5420
1,723.752
9 Paving

0.4166

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

1.2591

8.1030

11.7069

0.0179

0.3957

0.3957

0.3652

0.3652

0.0000
1,710.202
4 1,710.202
4 0.5420
1,723.752
9 Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0482

0.0330

0.4634

1.3700e-
003

0.1677

9.7000e-
004

0.1686

0.0445

8.9000e-
004

0.0454
138.0884
138.0884

3.4700e-
003

3.4400e-
003
139.1997
Total

0.0482

0.0330

0.4634

1.3700e-
003

0.1677

9.7000e-
004

0.1686

0.0445

8.9000e-
004

0.0454
138.0884
138.0884

3.4700e-
003

3.4400e-
003
139.1997
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 18 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.6 Architectural Coating - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Archit. Coating

7.8906

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.1808

1.2188

1.8101

2.9700e-
003

0.0609

0.0609

0.0609

0.0609
281.4481
281.4481

0.0159
281.8443
Total

8.0714

1.2188

1.8101

2.9700e-
003

0.0609

0.0609

0.0609

0.0609
281.4481
281.4481

0.0159
281.8443
Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0257

0.0176

0.2472

7.3000e-
004

0.0894

5.1000e-
004

0.0899

0.0237

4.7000e-
004

0.0242

73.6472

73.6472

1.8500e-
003

1.8300e-
003

74.2398
Total

0.0257

0.0176

0.2472

7.3000e-
004

0.0894

5.1000e-
004

0.0899

0.0237

4.7000e-
004

0.0242

73.6472

73.6472

1.8500e-
003

1.8300e-
003

74.2398
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 19 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.6 Architectural Coating - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Archit. Coating

7.8906

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.1808

1.2188

1.8101

2.9700e-
003

0.0609

0.0609

0.0609

0.0609

0.0000
281.4481
281.4481

0.0159
281.8443
Total

8.0714

1.2188

1.8101

2.9700e-
003

0.0609

0.0609

0.0609

0.0609

0.0000
281.4481
281.4481

0.0159
281.8443
Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0257

0.0176

0.2472

7.3000e-
004

0.0894

5.1000e-
004

0.0899

0.0237

4.7000e-
004

0.0242

73.6472

73.6472

1.8500e-
003

1.8300e-
003

74.2398
Total

0.0257

0.0176

0.2472

7.3000e-
004

0.0894

5.1000e-
004

0.0899

0.0237

4.7000e-
004

0.0242

73.6472

73.6472

1.8500e-
003

1.8300e-
003

74.2398
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

Page 20 of 28 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

4.0 Operational Detail - Mobile
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Mitigated

10.9571

8.0374

70.2877

0.1027

10.4393

0.0902

10.5295

2.7807

0.0837

2.8644
10,470.27
34 10,470.27
34 1.2756

0.7166
10,715.71
00 Unmitigated

10.9571

8.0374

70.2877

0.1027

10.4393

0.0902

10.5295

2.7807

0.0837

2.8644
10,470.27
34 10,470.27
34 1.2756

0.7166
10,715.71
00 4.1 Mitigation Measures Mobile

4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Automobile Care Center

37.49 80.26

80.26 66,586
66,586
Convenience Market with Gas Pumps
4,241.92
4,241.92
4241.92
2,531,894
2,531,894
Fast Food Restaurant with Drive Thru
1,584.76
2,088.65
1602.05
1,746,133
1,746,133
General Office Building

37.56 37.56

37.56 120,991
120,991
Other Asphalt Surfaces

0.00 0.00

0.00 Other Non-Asphalt Surfaces

0.00 0.00

0.00 Parking Lot

0.00 0.00

0.00 Total
5,901.72
6,448.38
5,961.78
4,465,605
4,465,605
Miles
Trip %
Trip Purpose %
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass-by
Automobile Care Center

16.60 8.40

6.90 33.00

48.00 19.00
21 51
28 CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 4:03 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Miles
Trip %
Trip Purpose %
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass-by
Convenience Market with Gas
Pumps

16.60 8.40

6.90 0.80

80.20 19.00
14 21
65 Fast Food Restaurant with Drive
Thru

16.60 8.40

6.90 2.20

78.80 19.00
29 21
50 General Office Building

16.60 8.40

6.90 33.00

48.00 19.00
77 19
4 Other Asphalt Surfaces

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 Other Non-Asphalt Surfaces

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 Parking Lot

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 4.4 Fleet Mix
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Automobile Care Center

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Convenience Market with Gas
Pumps

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Fast Food Restaurant with Drive
Thru

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
General Office Building

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Other Asphalt Surfaces

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Other Non-Asphalt Surfaces

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Parking Lot

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352

5.0 Energy Detail

5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
NaturalGas
Mitigated

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7200e-
003

2.6000e-
003
142.7224
NaturalGas
Unmitigated

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7200e-
003

2.6000e-
003
142.7224
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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
lb/day
lb/day
Automobile Care
Center
120.192

1.3000e-
003

0.0118

9.9000e-
003

7.0000e-
005

9.0000e-
004

9.0000e-
004

9.0000e-
004

9.0000e-
004

14.1402

14.1402

2.7000e-
004

2.6000e-
004

14.2242
Convenience
Market with Gas
Pumps

46.0823

5.0000e-
004

4.5200e-
003

3.8000e-
003

3.0000e-
005

3.4000e-
004

3.4000e-
004

3.4000e-
004

3.4000e-
004

5.4215

5.4215

1.0000e-
004

1.0000e-
004

5.4537
Fast Food
Restaurant with
Drive Thru
917.923

9.9000e-
003

0.0900

0.0756

5.4000e-
004

6.8400e-
003

6.8400e-
003

6.8400e-
003

6.8400e-
003
107.9910
107.9910

2.0700e-
003

1.9800e-
003
108.6327
General Office
Building
121.776

1.3100e-
003

0.0119

0.0100

7.0000e-
005

9.1000e-
004

9.1000e-
004

9.1000e-
004

9.1000e-
004

14.3266

14.3266

2.7000e-
004

2.6000e-
004

14.4117
Other Asphalt
Surfaces
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
Other Non-
Asphalt Surfaces
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
Parking Lot
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7100e-
003

2.6000e-
003
142.7224
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

6.1 Mitigation Measures Area

6.0 Area Detail

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
lb/day
lb/day
Automobile Care
Center

0.120192

1.3000e-
003

0.0118

9.9000e-
003

7.0000e-
005

9.0000e-
004

9.0000e-
004

9.0000e-
004

9.0000e-
004

14.1402

14.1402

2.7000e-
004

2.6000e-
004

14.2242
Convenience
Market with Gas
Pumps

0.0460823

5.0000e-
004

4.5200e-
003

3.8000e-
003

3.0000e-
005

3.4000e-
004

3.4000e-
004

3.4000e-
004

3.4000e-
004

5.4215

5.4215

1.0000e-
004

1.0000e-
004

5.4537
Fast Food
Restaurant with
Drive Thru

0.917923

9.9000e-
003

0.0900

0.0756

5.4000e-
004

6.8400e-
003

6.8400e-
003

6.8400e-
003

6.8400e-
003
107.9910
107.9910

2.0700e-
003

1.9800e-
003
108.6327
General Office
Building

0.121776

1.3100e-
003

0.0119

0.0100

7.0000e-
005

9.1000e-
004

9.1000e-
004

9.1000e-
004

9.1000e-
004

14.3266

14.3266

2.7000e-
004

2.6000e-
004

14.4117
Other Asphalt
Surfaces
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
Other Non-
Asphalt Surfaces
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
Parking Lot
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0130

0.1182

0.0993

7.1000e-
004

8.9900e-
003

8.9900e-
003

8.9900e-
003

8.9900e-
003
141.8792
141.8792

2.7100e-
003

2.6000e-
003
142.7224
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
lb/day
lb/day
Mitigated

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Unmitigated

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240

6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
lb/day
lb/day
Architectural
Coating

0.0216

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Consumer
Products

0.2619

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Landscaping

9.7000e-
004

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Total

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Apply Water Conservation Strategy
Use Water Efficient Irrigation System

7.1 Mitigation Measures Water

7.0 Water Detail

6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
lb/day
lb/day
Architectural
Coating

0.0216

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Consumer
Products

0.2619

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Landscaping

9.7000e-
004

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Total

0.2845

1.0000e-
004

0.0105

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0226

0.0226

6.0000e-
005

0.0240
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

11.0 Vegetation

8.1 Mitigation Measures Waste
Institute Recycling and Composting Services

8.0 Waste Detail

9.0 Operational Offroad
Equipment Type
Number
Hours/Day
Days/Year
Horse Power
Load Factor
Fuel Type

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type
Number
Hours/Day
Hours/Year
Horse Power
Load Factor
Fuel Type
Boilers
Equipment Type
Number
Heat Input/Day
Heat Input/Year
Boiler Rating
Fuel Type
User Defined Equipment
Equipment Type
Number
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Vehicle Mix
Number of
Vehicles
Average Trip
(miles)1 Daily VMT
Average Fuel
Economy
(mpg)
Total Gallons
per Day
Total Annual
Fuel
Consumption
(gallons)
Automobile 3,364 16.6 55,845 30.95 1804.35 658,589
Automobile 390 16.6 6,476 26.47 244.66 89,299
Automobile 1,110 16.6 18,419 24.72 745.10 271,963
Automobile 748 6.9 5,164 20.13 256.52 93,630
2‐Axle Truck 137 6.9 945 13.53 69.83 25,488
2‐Axle Truck 37 6.9 252 13.88 18.19 6,640
3‐Axle Truck 63 6.9 436 9.22 47.26 17,250
4‐Axle Truck 53 6.9 367 6.74 54.38 19,848
5,902 ‐‐ 87,903 ‐ 3,240.29 ‐‐
1,182,707
Notes:
(1) Based  on the size of the site and relative location, trips were assumed to be local rather than regional.

Light Truck
Energy Calculations
Estimated Vehicle Operations Fuel Consumption
Vehicle Type
Light Auto
Total
Total Annual Fuel Consumption
Light Truck
Medium Truck
Light Heavy Truck
Light Heavy Truck 10,000 lbs +
Medium Heavy Truck
Heavy Heavy Truck
42 Rio Rancho Road
Los Angeles-South Coast County, Annual
Project Characteristics -
Land Use - Site is 2.31 acres. 2,610 SF office; 2,977 SF SF conv. mkt w/ 16 fuel pumps; 3,387 SF FF rest w/ drive thru; 2,638 SF car wash; 57 space parking lot; 20,358 SF landscaping; with the balance (1.08 acres) asphalt surfaces.

Construction Phase - Construction to start no sooner than March 2023 and take approximately 1 year. Minor demolition of existing paving only.

Off-road Equipment - Minor demo of existing paving only.

Trips and VMT - Extra vendor trips added in for water trucks during demo and grading.

1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
General Office Building

2.61 1000sqft

0.06 2,610.00
0 Other Asphalt Surfaces

1.08 Acre

1.08 47,044.80
0 Other Non-Asphalt Surfaces

20.36 1000sqft

0.47 20,358.00
0 Parking Lot

57.00 Space

0.51 22,800.00
0 Fast Food Restaurant with Drive Thru

3.39 1000sqft

0.08 3,387.00
0 Automobile Care Center

2.64 1000sqft

0.06 2,638.00
0 Convenience Market with Gas Pumps

16.00 Pump

0.05 2,977.00
0 1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
7 Wind Speed (m/s)
Precipitation Freq (Days)

2.2 33

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company
Southern California Edison
2024
Operational Year
CO2 Intensity
(lb/MWhr)
390.98

0.033
CH4 Intensity
(lb/MWhr)

0.004
N2O Intensity
(lb/MWhr)
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Demolition - Demolition of 2,000 SF of paving => 13.5 tons of debris Grading - 1,515 CY import
Architectural Coating - SCAQMD Rule 1113 limits coatings applied to buildings to 50g/L VOC content.

Area Coating - SCAQMD Rule 1113 limits coatings applied to buildings to 50g/L VOC content.

Construction Off-road Equipment Mitigation -
Area Mitigation - SCAQMD Rule 1113 limits coatings applied to buildings to 50g/L VOC content.

Water Mitigation - 20% reduction inb indoor water use per CalGreen. Water-efficient landscaping/irrigation.

Waste Mitigation - At least 50% of waste to be recycled per AB 341.

Vehicle Trips - Per 11th Ed ITE => Automated car wash= 14.20 trips/TSF weekday, 30.40 trips/TSF Saturday. Saturday rate applied to Sun. Small office building = 14.39 trips/TSF per day. FF rest w/drive thru = 467.48 trips/TSF. Conv mkt w/gas pumps = 265.12 trips/pmp.

Table Name
Column Name
Default Value
New Value
tblArchitecturalCoating
EF_Nonresidential_Exterior
100.00

50.00 tblArchitecturalCoating
EF_Nonresidential_Interior
100.00

50.00 tblAreaCoating
Area_EF_Nonresidential_Exterior
100
50 tblAreaCoating
Area_EF_Nonresidential_Interior
100
50 tblConstDustMitigation
WaterUnpavedRoadVehicleSpeed
0 15
tblConstructionPhase
NumDays

20.00 10.00
tblConstructionPhase
NumDays

6.00 18.00
tblGrading
MaterialImported

0.00 1,515.00
tblLandUse
LandUseSquareFeet
20,360.00
20,358.00
tblLandUse
LandUseSquareFeet
3,390.00
3,387.00
tblLandUse
LandUseSquareFeet
2,640.00
2,638.00
tblLandUse
LandUseSquareFeet
2,258.80
2,977.00
tblOffRoadEquipment
OffRoadEquipmentUnitAmount

3.00 1.00
tblTripsAndVMT
VendorTripNumber

0.00 2.00
tblTripsAndVMT
VendorTripNumber

0.00 2.00
tblVehicleTrips
ST_TR

23.72 30.40
tblVehicleTrips
ST_TR
322.50
265.12
tblVehicleTrips
ST_TR

2.21 14.39
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

2.0 Emissions Summary
tblVehicleTrips
SU_TR

11.88 30.40
tblVehicleTrips
SU_TR
322.50
265.12
tblVehicleTrips
SU_TR

0.70 14.39
tblVehicleTrips
WD_TR

23.72 14.20
tblVehicleTrips
WD_TR
322.50
265.12
tblVehicleTrips
WD_TR
470.95
467.48
tblVehicleTrips
WD_TR

9.74 14.39
CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

2.1 Overall Construction
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Year
tons/yr
MT/yr
2023

0.1958

1.5704

1.6422

3.4100e-
003

0.1211

0.0670

0.1881

0.0463

0.0640

0.1103

0.0000
292.7688
292.7688

0.0466

6.1100e-
003
295.7568
2024

0.0731

0.2509

0.3065

6.0000e-
004

9.7700e-
003

0.0105

0.0202

2.6300e-
003

9.9500e-
003

0.0126

0.0000

51.0725

51.0725

8.6500e-
003

8.2000e-
004

51.5315
Maximum

0.1958

1.5704

1.6422

3.4100e-
003

0.1211

0.0670

0.1881

0.0463

0.0640

0.1103

0.0000
292.7688
292.7688

0.0466

6.1100e-
003
295.7568
Unmitigated Construction
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Year
tons/yr
MT/yr
2023

0.1958

1.5704

1.6422

3.4100e-
003

0.0821

0.0670

0.1491

0.0275

0.0640

0.0914

0.0000
292.7685
292.7685

0.0466

6.1100e-
003
295.7565
2024

0.0731

0.2509

0.3065

6.0000e-
004

9.7700e-
003

0.0105

0.0202

2.6300e-
003

9.9500e-
003

0.0126

0.0000

51.0724

51.0724

8.6500e-
003

8.2000e-
004

51.5314
Maximum

0.1958

1.5704

1.6422

3.4100e-
003

0.0821

0.0670

0.1491

0.0275

0.0640

0.0914

0.0000
292.7685
292.7685

0.0466

6.1100e-
003
295.7565
Mitigated Construction
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 4 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
Percent
Reduction

0.00 0.00

0.00 0.00

29.81 0.00

18.73 38.49

0.00 15.32

0.00 0.00

0.00 0.00

0.00 0.00
Quarter
Start Date
End Date
Maximum Unmitigated ROG + NOX (tons/quarter)
Maximum Mitigated ROG + NOX (tons/quarter)
1 3-1-2023
5-31-2023

0.5249

0.5249
2 6-1-2023
8-31-2023

0.5335

0.5335
3 9-1-2023
11-30-2023

0.5288

0.5288
4 12-1-2023
2-29-2024

0.4668

0.4668
5 3-1-2024
5-31-2024

0.0267

0.0267
Highest

0.5335

0.5335

2.2 Overall Operational
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Area

0.0519

1.0000e-
005

1.3100e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

2.5600e-
003

2.5600e-
003

1.0000e-
005

0.0000

2.7300e-
003
Energy

2.3700e-
003

0.0216

0.0181

1.3000e-
004

1.6400e-
003

1.6400e-
003

1.6400e-
003

1.6400e-
003

0.0000

55.2746

55.2746

3.1300e-
003

7.6000e-
004

55.5782
Mobile

1.7861

1.3382

11.6225

0.0170

1.6777

0.0149

1.6926

0.4476

0.0138

0.4614

0.0000
1,576.043
7 1,576.043
7 0.1908

0.1078
1,612.943
8 Waste

0.0000

0.0000

0.0000

0.0000

10.4662

0.0000

10.4662

0.6185

0.0000

25.9296
Water

0.0000

0.0000

0.0000

0.0000

0.6055

5.5989

6.2044

0.0627

1.5300e-
003

8.2256
Total

1.8404

1.3597

11.6419

0.0172

1.6777

0.0165

1.6943

0.4476

0.0154

0.4630

11.0717
1,636.919
8 1,647.991
5 0.8751

0.1101
1,702.679
9 Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 5 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

2.2 Overall Operational
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Area

0.0519

1.0000e-
005

1.3100e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

2.5600e-
003

2.5600e-
003

1.0000e-
005

0.0000

2.7300e-
003
Energy

2.3700e-
003

0.0216

0.0181

1.3000e-
004

1.6400e-
003

1.6400e-
003

1.6400e-
003

1.6400e-
003

0.0000

55.2746

55.2746

3.1300e-
003

7.6000e-
004

55.5782
Mobile

1.7861

1.3382

11.6225

0.0170

1.6777

0.0149

1.6926

0.4476

0.0138

0.4614

0.0000
1,576.043
7 1,576.043
7 0.1908

0.1078
1,612.943
8 Waste

0.0000

0.0000

0.0000

0.0000

5.2331

0.0000

5.2331

0.3093

0.0000

12.9648
Water

0.0000

0.0000

0.0000

0.0000

0.4844

4.7174

5.2018

0.0502

1.2200e-
003

6.8200
Total

1.8404

1.3597

11.6419

0.0172

1.6777

0.0165

1.6943

0.4476

0.0154

0.4630

5.7175
1,636.038
3 1,641.755
8 0.5533

0.1098
1,688.309
5 Mitigated Operational

3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name
Phase Type
Start Date
End Date
Num Days
Week
Num Days
Phase Description
1 Demolition
Demolition
3/1/2023
3/14/2023
5 10
2 Grading
Grading
3/15/2023
4/7/2023
5 18
3 Building Construction
Building Construction
4/8/2023
2/9/2024
5 220
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
Percent
Reduction

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

48.36 0.05

0.38 36.77

0.28 0.84
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 6 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

4 Paving
Paving
2/10/2024
2/23/2024
5 10
5 Architectural Coating
Architectural Coating
2/24/2024
3/8/2024
5 10
OffRoad Equipment
Phase Name
Offroad Equipment Type
Amount
Usage Hours
Horse Power
Load Factor
Demolition
Concrete/Industrial Saws
1 8.00
81 0.73
Demolition
Rubber Tired Dozers
1 8.00
247

0.40 Demolition
Tractors/Loaders/Backhoes
1 8.00
97 0.37
Site Preparation
Graders
1 8.00
187

0.41 Site Preparation
Scrapers
1 8.00
367

0.48 Site Preparation
Tractors/Loaders/Backhoes
1 7.00
97 0.37
Grading
Graders
1 8.00
187

0.41 Grading
Rubber Tired Dozers
1 8.00
247

0.40 Grading
Tractors/Loaders/Backhoes
2 7.00
97 0.37
Building Construction
Cranes
1 8.00
231

0.29 Building Construction
Forklifts
2 7.00
89 0.20
Building Construction
Generator Sets
1 8.00
84 0.74
Building Construction
Tractors/Loaders/Backhoes
1 6.00
97 0.37
Building Construction
Welders
3 8.00
46 0.45
Paving
Cement and Mortar Mixers
1 8.00
9 0.56
Paving
Pavers
1 8.00
130

0.42 Paving
Paving Equipment
1 8.00
132

0.36 Paving
Rollers
2 8.00
80 0.38
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 17,418; Non-Residential Outdoor: 5,806; Striped Parking Area: 5,412 (Architectural Coating
–
sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 18
Acres of Paving: 2.06
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 7 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.2 Demolition - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

1.4000e-
004

0.0000

1.4000e-
004

2.0000e-
005

0.0000

2.0000e-
005

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

5.8500e-
003

0.0562

0.0450

9.0000e-
005

2.6300e-
003

2.6300e-
003

2.4700e-
003

2.4700e-
003

0.0000

7.8074

7.8074

1.7900e-
003

0.0000

7.8521
Total

5.8500e-
003

0.0562

0.0450

9.0000e-
005

1.4000e-
004

2.6300e-
003

2.7700e-
003

2.0000e-
005

2.4700e-
003

2.4900e-
003

0.0000

7.8074

7.8074

1.7900e-
003

0.0000

7.8521
Unmitigated Construction On-Site

3.1 Mitigation Measures Construction
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
Paving
Tractors/Loaders/Backhoes
1 8.00
97 0.37
Architectural Coating
Air Compressors
1 6.00
78 0.48
Trips and VMT
Phase Name
Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition
3 8.00

2.00 1.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Grading
4 10.00

2.00 189.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Building Construction
8 42.00

17.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Paving
6 15.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Architectural Coating
1 8.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 8 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.2 Demolition - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

7.0000e-
005

2.0000e-
005

0.0000

1.0000e-
005

0.0000

1.0000e-
005

0.0000

0.0000

0.0000

0.0000

0.0292

0.0292

0.0000

0.0000

0.0306
Vendor

1.0000e-
005

4.0000e-
004

1.5000e-
004

0.0000

6.0000e-
005

0.0000

6.0000e-
005

2.0000e-
005

0.0000

2.0000e-
005

0.0000

0.1818

0.1818

1.0000e-
005

3.0000e-
005

0.1898
Worker

1.3000e-
004

1.0000e-
004

1.3600e-
003

0.0000

4.4000e-
004

0.0000

4.4000e-
004

1.2000e-
004

0.0000

1.2000e-
004

0.0000

0.3489

0.3489

1.0000e-
005

1.0000e-
005

0.3518
Total

1.4000e-
004

5.7000e-
004

1.5300e-
003

0.0000

5.1000e-
004

0.0000

5.1000e-
004

1.4000e-
004

0.0000

1.4000e-
004

0.0000

0.5599

0.5599

2.0000e-
005

4.0000e-
005

0.5722
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

6.0000e-
005

0.0000

6.0000e-
005

1.0000e-
005

0.0000

1.0000e-
005

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

5.8500e-
003

0.0562

0.0450

9.0000e-
005

2.6300e-
003

2.6300e-
003

2.4700e-
003

2.4700e-
003

0.0000

7.8074

7.8074

1.7900e-
003

0.0000

7.8521
Total

5.8500e-
003

0.0562

0.0450

9.0000e-
005

6.0000e-
005

2.6300e-
003

2.6900e-
003

1.0000e-
005

2.4700e-
003

2.4800e-
003

0.0000

7.8074

7.8074

1.7900e-
003

0.0000

7.8521
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 9 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.2 Demolition - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

7.0000e-
005

2.0000e-
005

0.0000

1.0000e-
005

0.0000

1.0000e-
005

0.0000

0.0000

0.0000

0.0000

0.0292

0.0292

0.0000

0.0000

0.0306
Vendor

1.0000e-
005

4.0000e-
004

1.5000e-
004

0.0000

6.0000e-
005

0.0000

6.0000e-
005

2.0000e-
005

0.0000

2.0000e-
005

0.0000

0.1818

0.1818

1.0000e-
005

3.0000e-
005

0.1898
Worker

1.3000e-
004

1.0000e-
004

1.3600e-
003

0.0000

4.4000e-
004

0.0000

4.4000e-
004

1.2000e-
004

0.0000

1.2000e-
004

0.0000

0.3489

0.3489

1.0000e-
005

1.0000e-
005

0.3518
Total

1.4000e-
004

5.7000e-
004

1.5300e-
003

0.0000

5.1000e-
004

0.0000

5.1000e-
004

1.4000e-
004

0.0000

1.4000e-
004

0.0000

0.5599

0.5599

2.0000e-
005

4.0000e-
005

0.5722
Mitigated Construction Off-Site

3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

0.0638

0.0000

0.0638

0.0308

0.0000

0.0308

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.0120

0.1302

0.0783

1.9000e-
004

5.4400e-
003

5.4400e-
003

5.0000e-
003

5.0000e-
003

0.0000

16.2935

16.2935

5.2700e-
003

0.0000

16.4253
Total

0.0120

0.1302

0.0783

1.9000e-
004

0.0638

5.4400e-
003

0.0693

0.0308

5.0000e-
003

0.0358

0.0000

16.2935

16.2935

5.2700e-
003

0.0000

16.4253
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 10 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

2.0000e-
004

0.0130

3.3100e-
003

6.0000e-
005

1.6300e-
003

8.0000e-
005

1.7000e-
003

4.5000e-
004

7.0000e-
005

5.2000e-
004

0.0000

5.5119

5.5119

3.0000e-
004

8.8000e-
004

5.7803
Vendor

2.0000e-
005

7.3000e-
004

2.7000e-
004

0.0000

1.1000e-
004

0.0000

1.2000e-
004

3.0000e-
005

0.0000

4.0000e-
005

0.0000

0.3273

0.3273

1.0000e-
005

5.0000e-
005

0.3416
Worker

2.9000e-
004

2.3000e-
004

3.0700e-
003

1.0000e-
005

9.9000e-
004

1.0000e-
005

9.9000e-
004

2.6000e-
004

1.0000e-
005

2.7000e-
004

0.0000

0.7850

0.7850

2.0000e-
005

2.0000e-
005

0.7916
Total

5.1000e-
004

0.0140

6.6500e-
003

7.0000e-
005

2.7300e-
003

9.0000e-
005

2.8100e-
003

7.4000e-
004

8.0000e-
005

8.3000e-
004

0.0000

6.6242

6.6242

3.3000e-
004

9.5000e-
004

6.9135
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

0.0249

0.0000

0.0249

0.0120

0.0000

0.0120

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.0120

0.1302

0.0783

1.9000e-
004

5.4400e-
003

5.4400e-
003

5.0000e-
003

5.0000e-
003

0.0000

16.2935

16.2935

5.2700e-
003

0.0000

16.4252
Total

0.0120

0.1302

0.0783

1.9000e-
004

0.0249

5.4400e-
003

0.0303

0.0120

5.0000e-
003

0.0170

0.0000

16.2935

16.2935

5.2700e-
003

0.0000

16.4252
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 11 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

2.0000e-
004

0.0130

3.3100e-
003

6.0000e-
005

1.6300e-
003

8.0000e-
005

1.7000e-
003

4.5000e-
004

7.0000e-
005

5.2000e-
004

0.0000

5.5119

5.5119

3.0000e-
004

8.8000e-
004

5.7803
Vendor

2.0000e-
005

7.3000e-
004

2.7000e-
004

0.0000

1.1000e-
004

0.0000

1.2000e-
004

3.0000e-
005

0.0000

4.0000e-
005

0.0000

0.3273

0.3273

1.0000e-
005

5.0000e-
005

0.3416
Worker

2.9000e-
004

2.3000e-
004

3.0700e-
003

1.0000e-
005

9.9000e-
004

1.0000e-
005

9.9000e-
004

2.6000e-
004

1.0000e-
005

2.7000e-
004

0.0000

0.7850

0.7850

2.0000e-
005

2.0000e-
005

0.7916
Total

5.1000e-
004

0.0140

6.6500e-
003

7.0000e-
005

2.7300e-
003

9.0000e-
005

2.8100e-
003

7.4000e-
004

8.0000e-
005

8.3000e-
004

0.0000

6.6242

6.6242

3.3000e-
004

9.5000e-
004

6.9135
Mitigated Construction Off-Site

3.4 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.1628

1.2943

1.3504

2.3800e-
003

0.0583

0.0583

0.0559

0.0559

0.0000
197.3170
197.3170

0.0373

0.0000
198.2499
Total

0.1628

1.2943

1.3504

2.3800e-
003

0.0583

0.0583

0.0559

0.0559

0.0000
197.3170
197.3170

0.0373

0.0000
198.2499
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 12 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

1.8200e-
003

0.0651

0.0244

3.0000e-
004

0.0102

3.1000e-
004

0.0105

2.9400e-
003

3.0000e-
004

3.2400e-
003

0.0000

29.3643

29.3643

9.8000e-
004

4.2300e-
003

30.6482
Worker

0.0127

0.0101

0.1359

3.8000e-
004

0.0437

2.7000e-
004

0.0440

0.0116

2.5000e-
004

0.0119

0.0000

34.8025

34.8025

9.3000e-
004

9.1000e-
004

35.0956
Total

0.0145

0.0751

0.1603

6.8000e-
004

0.0539

5.8000e-
004

0.0545

0.0146

5.5000e-
004

0.0151

0.0000

64.1668

64.1668

1.9100e-
003

5.1400e-
003

65.7438
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.1628

1.2943

1.3504

2.3800e-
003

0.0583

0.0583

0.0559

0.0559

0.0000
197.3167
197.3167

0.0373

0.0000
198.2496
Total

0.1628

1.2943

1.3504

2.3800e-
003

0.0583

0.0583

0.0559

0.0559

0.0000
197.3167
197.3167

0.0373

0.0000
198.2496
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 13 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

1.8200e-
003

0.0651

0.0244

3.0000e-
004

0.0102

3.1000e-
004

0.0105

2.9400e-
003

3.0000e-
004

3.2400e-
003

0.0000

29.3643

29.3643

9.8000e-
004

4.2300e-
003

30.6482
Worker

0.0127

0.0101

0.1359

3.8000e-
004

0.0437

2.7000e-
004

0.0440

0.0116

2.5000e-
004

0.0119

0.0000

34.8025

34.8025

9.3000e-
004

9.1000e-
004

35.0956
Total

0.0145

0.0751

0.1603

6.8000e-
004

0.0539

5.8000e-
004

0.0545

0.0146

5.5000e-
004

0.0151

0.0000

64.1668

64.1668

1.9100e-
003

5.1400e-
003

65.7438
Mitigated Construction Off-Site

3.4 Building Construction - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.0240

0.1924

0.2115

3.8000e-
004

8.0700e-
003

8.0700e-
003

7.7300e-
003

7.7300e-
003

0.0000

31.1571

31.1571

5.8000e-
003

0.0000

31.3022
Total

0.0240

0.1924

0.2115

3.8000e-
004

8.0700e-
003

8.0700e-
003

7.7300e-
003

7.7300e-
003

0.0000

31.1571

31.1571

5.8000e-
003

0.0000

31.3022
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 14 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

2.8000e-
004

0.0103

3.7700e-
003

5.0000e-
005

1.6100e-
003

5.0000e-
005

1.6600e-
003

4.6000e-
004

5.0000e-
005

5.1000e-
004

0.0000

4.5669

4.5669

1.6000e-
004

6.6000e-
004

4.7668
Worker

1.8600e-
003

1.4200e-
003

0.0200

6.0000e-
005

6.9000e-
003

4.0000e-
005

6.9400e-
003

1.8300e-
003

4.0000e-
005

1.8700e-
003

0.0000

5.3398

5.3398

1.3000e-
004

1.3000e-
004

5.3827
Total

2.1400e-
003

0.0117

0.0237

1.1000e-
004

8.5100e-
003

9.0000e-
005

8.6000e-
003

2.2900e-
003

9.0000e-
005

2.3800e-
003

0.0000

9.9067

9.9067

2.9000e-
004

7.9000e-
004

10.1495
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.0240

0.1924

0.2115

3.8000e-
004

8.0700e-
003

8.0700e-
003

7.7300e-
003

7.7300e-
003

0.0000

31.1571

31.1571

5.8000e-
003

0.0000

31.3021
Total

0.0240

0.1924

0.2115

3.8000e-
004

8.0700e-
003

8.0700e-
003

7.7300e-
003

7.7300e-
003

0.0000

31.1571

31.1571

5.8000e-
003

0.0000

31.3021
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 15 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.4 Building Construction - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

2.8000e-
004

0.0103

3.7700e-
003

5.0000e-
005

1.6100e-
003

5.0000e-
005

1.6600e-
003

4.6000e-
004

5.0000e-
005

5.1000e-
004

0.0000

4.5669

4.5669

1.6000e-
004

6.6000e-
004

4.7668
Worker

1.8600e-
003

1.4200e-
003

0.0200

6.0000e-
005

6.9000e-
003

4.0000e-
005

6.9400e-
003

1.8300e-
003

4.0000e-
005

1.8700e-
003

0.0000

5.3398

5.3398

1.3000e-
004

1.3000e-
004

5.3827
Total

2.1400e-
003

0.0117

0.0237

1.1000e-
004

8.5100e-
003

9.0000e-
005

8.6000e-
003

2.2900e-
003

9.0000e-
005

2.3800e-
003

0.0000

9.9067

9.9067

2.9000e-
004

7.9000e-
004

10.1495
Mitigated Construction Off-Site

3.5 Paving - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

4.2100e-
003

0.0405

0.0585

9.0000e-
005

1.9800e-
003

1.9800e-
003

1.8300e-
003

1.8300e-
003

0.0000

7.7574

7.7574

2.4600e-
003

0.0000

7.8188
Paving

2.0800e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

6.2900e-
003

0.0405

0.0585

9.0000e-
005

1.9800e-
003

1.9800e-
003

1.8300e-
003

1.8300e-
003

0.0000

7.7574

7.7574

2.4600e-
003

0.0000

7.8188
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 16 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.5 Paving - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

2.2000e-
004

1.7000e-
004

2.3800e-
003

1.0000e-
005

8.2000e-
004

0.0000

8.3000e-
004

2.2000e-
004

0.0000

2.2000e-
004

0.0000

0.6357

0.6357

2.0000e-
005

2.0000e-
005

0.6408
Total

2.2000e-
004

1.7000e-
004

2.3800e-
003

1.0000e-
005

8.2000e-
004

0.0000

8.3000e-
004

2.2000e-
004

0.0000

2.2000e-
004

0.0000

0.6357

0.6357

2.0000e-
005

2.0000e-
005

0.6408
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

4.2100e-
003

0.0405

0.0585

9.0000e-
005

1.9800e-
003

1.9800e-
003

1.8300e-
003

1.8300e-
003

0.0000

7.7573

7.7573

2.4600e-
003

0.0000

7.8188
Paving

2.0800e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

6.2900e-
003

0.0405

0.0585

9.0000e-
005

1.9800e-
003

1.9800e-
003

1.8300e-
003

1.8300e-
003

0.0000

7.7573

7.7573

2.4600e-
003

0.0000

7.8188
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 17 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.5 Paving - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

2.2000e-
004

1.7000e-
004

2.3800e-
003

1.0000e-
005

8.2000e-
004

0.0000

8.3000e-
004

2.2000e-
004

0.0000

2.2000e-
004

0.0000

0.6357

0.6357

2.0000e-
005

2.0000e-
005

0.6408
Total

2.2000e-
004

1.7000e-
004

2.3800e-
003

1.0000e-
005

8.2000e-
004

0.0000

8.3000e-
004

2.2000e-
004

0.0000

2.2000e-
004

0.0000

0.6357

0.6357

2.0000e-
005

2.0000e-
005

0.6408
Mitigated Construction Off-Site

3.6 Architectural Coating - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Archit. Coating

0.0395

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

9.0000e-
004

6.0900e-
003

9.0500e-
003

1.0000e-
005

3.0000e-
004

3.0000e-
004

3.0000e-
004

3.0000e-
004

0.0000

1.2766

1.2766

7.0000e-
005

0.0000

1.2784
Total

0.0404

6.0900e-
003

9.0500e-
003

1.0000e-
005

3.0000e-
004

3.0000e-
004

3.0000e-
004

3.0000e-
004

0.0000

1.2766

1.2766

7.0000e-
005

0.0000

1.2784
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

Page 18 of 36 ends

42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.6 Architectural Coating - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

1.2000e-
004

9.0000e-
005

1.2700e-
003

0.0000

4.4000e-
004

0.0000

4.4000e-
004

1.2000e-
004

0.0000

1.2000e-
004

0.0000

0.3390

0.3390

1.0000e-
005

1.0000e-
005

0.3418
Total

1.2000e-
004

9.0000e-
005

1.2700e-
003

0.0000

4.4000e-
004

0.0000

4.4000e-
004

1.2000e-
004

0.0000

1.2000e-
004

0.0000

0.3390

0.3390

1.0000e-
005

1.0000e-
005

0.3418
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Archit. Coating

0.0395

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

9.0000e-
004

6.0900e-
003

9.0500e-
003

1.0000e-
005

3.0000e-
004

3.0000e-
004

3.0000e-
004

3.0000e-
004

0.0000

1.2766

1.2766

7.0000e-
005

0.0000

1.2784
Total

0.0404

6.0900e-
003

9.0500e-
003

1.0000e-
005

3.0000e-
004

3.0000e-
004

3.0000e-
004

3.0000e-
004

0.0000

1.2766

1.2766

7.0000e-
005

0.0000

1.2784
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 5/26/2022 3:57 PM

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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

3.6 Architectural Coating - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

1.2000e-
004

9.0000e-
005

1.2700e-
003

0.0000

4.4000e-
004

0.0000

4.4000e-
004

1.2000e-
004

0.0000

1.2000e-
004

0.0000

0.3390

0.3390

1.0000e-
005

1.0000e-
005

0.3418
Total

1.2000e-
004

9.0000e-
005

1.2700e-
003

0.0000

4.4000e-
004

0.0000

4.4000e-
004

1.2000e-
004

0.0000

1.2000e-
004

0.0000

0.3390

0.3390

1.0000e-
005

1.0000e-
005

0.3418
Mitigated Construction Off-Site

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Mitigated

1.7861

1.3382

11.6225

0.0170

1.6777

0.0149

1.6926

0.4476

0.0138

0.4614

0.0000
1,576.043
7 1,576.043
7 0.1908

0.1078
1,612.943
8 Unmitigated

1.7861

1.3382

11.6225

0.0170

1.6777

0.0149

1.6926

0.4476

0.0138

0.4614

0.0000
1,576.043
7 1,576.043
7 0.1908

0.1078
1,612.943
8 4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Automobile Care Center

37.49 80.26

80.26 66,586
66,586
Convenience Market with Gas Pumps
4,241.92
4,241.92
4241.92
2,531,894
2,531,894
Fast Food Restaurant with Drive Thru
1,584.76
2,088.65
1602.05
1,746,133
1,746,133
General Office Building

37.56 37.56

37.56 120,991
120,991
Other Asphalt Surfaces

0.00 0.00

0.00 Other Non-Asphalt Surfaces

0.00 0.00

0.00 Parking Lot

0.00 0.00

0.00 Total
5,901.72
6,448.38
5,961.78
4,465,605
4,465,605
Miles
Trip %
Trip Purpose %
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass-by
Automobile Care Center

16.60 8.40

6.90 33.00

48.00 19.00
21 51
28 Convenience Market with Gas
Pumps

16.60 8.40

6.90 0.80

80.20 19.00
14 21
65 Fast Food Restaurant with Drive
Thru

16.60 8.40

6.90 2.20

78.80 19.00
29 21
50 General Office Building

16.60 8.40

6.90 33.00

48.00 19.00
77 19
4 Other Asphalt Surfaces

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 CalEEMod Version: CalEEMod.2020.4.0
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Miles
Trip %
Trip Purpose %
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass-by
Other Non-Asphalt Surfaces

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 Parking Lot

16.60 8.40

6.90 0.00

0.00 0.00
0 0
0 4.4 Fleet Mix
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Automobile Care Center

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Convenience Market with Gas
Pumps

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Fast Food Restaurant with Drive
Thru

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
General Office Building

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Other Asphalt Surfaces

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Other Non-Asphalt Surfaces

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352
Parking Lot

0.542464

0.063735

0.188241

0.126899

0.023249

0.006239

0.010717

0.008079

0.000923

0.000604

0.024795

0.000702

0.003352

5.0 Energy Detail

5.1 Mitigation Measures Energy
Historical Energy Use: N
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Electricity
Mitigated

0.0000

0.0000

0.0000

0.0000

0.0000

31.7849

31.7849

2.6800e-
003

3.3000e-
004

31.9489
Electricity
Unmitigated

0.0000

0.0000

0.0000

0.0000

0.0000

31.7849

31.7849

2.6800e-
003

3.3000e-
004

31.9489
NaturalGas
Mitigated

2.3700e-
003

0.0216

0.0181

1.3000e-
004

1.6400e-
003

1.6400e-
003

1.6400e-
003

1.6400e-
003

0.0000

23.4897

23.4897

4.5000e-
004

4.3000e-
004

23.6293
NaturalGas
Unmitigated

2.3700e-
003

0.0216

0.0181

1.3000e-
004

1.6400e-
003

1.6400e-
003

1.6400e-
003

1.6400e-
003

0.0000

23.4897

23.4897

4.5000e-
004

4.3000e-
004

23.6293
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
tons/yr
MT/yr
Automobile Care
Center
43869.9

2.4000e-
004

2.1500e-
003

1.8100e-
003

1.0000e-
005

1.6000e-
004

1.6000e-
004

1.6000e-
004

1.6000e-
004

0.0000

2.3411

2.3411

4.0000e-
005

4.0000e-
005

2.3550
Convenience
Market with Gas
Pumps
16820

9.0000e-
005

8.2000e-
004

6.9000e-
004

0.0000

6.0000e-
005

6.0000e-
005

6.0000e-
005

6.0000e-
005

0.0000

0.8976

0.8976

2.0000e-
005

2.0000e-
005

0.9029
Fast Food
Restaurant with
Drive Thru
335042

1.8100e-
003

0.0164

0.0138

1.0000e-
004

1.2500e-
003

1.2500e-
003

1.2500e-
003

1.2500e-
003

0.0000

17.8791

17.8791

3.4000e-
004

3.3000e-
004

17.9854
General Office
Building
44448.3

2.4000e-
004

2.1800e-
003

1.8300e-
003

1.0000e-
005

1.7000e-
004

1.7000e-
004

1.7000e-
004

1.7000e-
004

0.0000

2.3719

2.3719

5.0000e-
005

4.0000e-
005

2.3860
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Other Non-
Asphalt Surfaces
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

2.3800e-
003

0.0216

0.0181

1.2000e-
004

1.6400e-
003

1.6400e-
003

1.6400e-
003

1.6400e-
003

0.0000

23.4897

23.4897

4.5000e-
004

4.3000e-
004

23.6293
Unmitigated
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
tons/yr
MT/yr
Automobile Care
Center
43869.9

2.4000e-
004

2.1500e-
003

1.8100e-
003

1.0000e-
005

1.6000e-
004

1.6000e-
004

1.6000e-
004

1.6000e-
004

0.0000

2.3411

2.3411

4.0000e-
005

4.0000e-
005

2.3550
Convenience
Market with Gas
Pumps
16820

9.0000e-
005

8.2000e-
004

6.9000e-
004

0.0000

6.0000e-
005

6.0000e-
005

6.0000e-
005

6.0000e-
005

0.0000

0.8976

0.8976

2.0000e-
005

2.0000e-
005

0.9029
Fast Food
Restaurant with
Drive Thru
335042

1.8100e-
003

0.0164

0.0138

1.0000e-
004

1.2500e-
003

1.2500e-
003

1.2500e-
003

1.2500e-
003

0.0000

17.8791

17.8791

3.4000e-
004

3.3000e-
004

17.9854
General Office
Building
44448.3

2.4000e-
004

2.1800e-
003

1.8300e-
003

1.0000e-
005

1.7000e-
004

1.7000e-
004

1.7000e-
004

1.7000e-
004

0.0000

2.3719

2.3719

5.0000e-
005

4.0000e-
005

2.3860
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Other Non-
Asphalt Surfaces
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

2.3800e-
003

0.0216

0.0181

1.2000e-
004

1.6400e-
003

1.6400e-
003

1.6400e-
003

1.6400e-
003

0.0000

23.4897

23.4897

4.5000e-
004

4.3000e-
004

23.6293
Mitigated
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Automobile Care
Center
6120.16

1.0854

9.0000e-
005

1.0000e-
005

1.0910
Convenience
Market with Gas
Pumps
29293.7

5.1951

4.4000e-
004

5.0000e-
005

5.2219
Fast Food
Restaurant with
Drive Thru
110619

19.6179

1.6600e-
003

2.0000e-
004

19.7191
General Office
Building
25212.6

4.4713

3.8000e-
004

5.0000e-
005

4.4944
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000

0.0000
Other Non-
Asphalt Surfaces
0 0.0000

0.0000

0.0000

0.0000
Parking Lot
7980

1.4152

1.2000e-
004

1.0000e-
005

1.4225
Total

31.7849

2.6900e-
003

3.2000e-
004

31.9489
Unmitigated
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

6.1 Mitigation Measures Area

6.0 Area Detail

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Automobile Care
Center
6120.16

1.0854

9.0000e-
005

1.0000e-
005

1.0910
Convenience
Market with Gas
Pumps
29293.7

5.1951

4.4000e-
004

5.0000e-
005

5.2219
Fast Food
Restaurant with
Drive Thru
110619

19.6179

1.6600e-
003

2.0000e-
004

19.7191
General Office
Building
25212.6

4.4713

3.8000e-
004

5.0000e-
005

4.4944
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000

0.0000
Other Non-
Asphalt Surfaces
0 0.0000

0.0000

0.0000

0.0000
Parking Lot
7980

1.4152

1.2000e-
004

1.0000e-
005

1.4225
Total

31.7849

2.6900e-
003

3.2000e-
004

31.9489
Mitigated
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Mitigated

0.0519

1.0000e-
005

1.3100e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

2.5600e-
003

2.5600e-
003

1.0000e-
005

0.0000

2.7300e-
003
Unmitigated

0.0519

1.0000e-
005

1.3100e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

2.5600e-
003

2.5600e-
003

1.0000e-
005

0.0000

2.7300e-
003

6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
tons/yr
MT/yr
Architectural
Coating

3.9500e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Consumer
Products

0.0478

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Landscaping

1.2000e-
004

1.0000e-
005

1.3100e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

2.5600e-
003

2.5600e-
003

1.0000e-
005

0.0000

2.7300e-
003
Total

0.0519

1.0000e-
005

1.3100e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

2.5600e-
003

2.5600e-
003

1.0000e-
005

0.0000

2.7300e-
003
Unmitigated
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Apply Water Conservation Strategy
Use Water Efficient Irrigation System

7.1 Mitigation Measures Water

7.0 Water Detail

6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
tons/yr
MT/yr
Architectural
Coating

3.9500e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Consumer
Products

0.0478

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Landscaping

1.2000e-
004

1.0000e-
005

1.3100e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

2.5600e-
003

2.5600e-
003

1.0000e-
005

0.0000

2.7300e-
003
Total

0.0519

1.0000e-
005

1.3100e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

2.5600e-
003

2.5600e-
003

1.0000e-
005

0.0000

2.7300e-
003
Mitigated
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

Total CO2
CH4
N2O
CO2e
Category
MT/yr
Mitigated

5.2018

0.0502

1.2200e-
003

6.8200
Unmitigated

6.2044

0.0627

1.5300e-
003

8.2256
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Automobile Care
Center

0.248374 /

0.152229

0.9523

8.1700e-
003

2.0000e-
004

1.2161
Convenience
Market with Gas
Pumps

0.167315 /

0.102548

0.6415

5.5000e-
003

1.3000e-
004

0.8192
Fast Food
Restaurant with
Drive Thru

1.02898 /

0.0656795

2.8320

0.0337

8.2000e-
004

3.9191
General Office
Building

0.463885 /

0.284317

1.7786

0.0153

3.7000e-
004

2.2712
Other Asphalt
Surfaces
0 / 0

0.0000

0.0000

0.0000

0.0000
Other Non-
Asphalt Surfaces
0 / 0

0.0000

0.0000

0.0000

0.0000
Parking Lot
0 / 0

0.0000

0.0000

0.0000

0.0000
Total

6.2044

0.0627

1.5200e-
003

8.2256
Unmitigated
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7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Automobile Care
Center

0.198699 /

0.152229

0.8218

6.5400e-
003

1.6000e-
004

1.0332
Convenience
Market with Gas
Pumps

0.133852 /

0.102548

0.5536

4.4000e-
003

1.1000e-
004

0.6960
Fast Food
Restaurant with
Drive Thru

0.823183 /

0.0656795

2.2915

0.0270

6.5000e-
004

3.1613
General Office
Building

0.371108 /

0.284317

1.5349

0.0122

3.0000e-
004

1.9296
Other Asphalt
Surfaces
0 / 0

0.0000

0.0000

0.0000

0.0000
Other Non-
Asphalt Surfaces
0 / 0

0.0000

0.0000

0.0000

0.0000
Parking Lot
0 / 0

0.0000

0.0000

0.0000

0.0000
Total

5.2018

0.0501

1.2200e-
003

6.8200
Mitigated

8.1 Mitigation Measures Waste
Institute Recycling and Composting Services

8.0 Waste Detail
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Total CO2
CH4
N2O
CO2e
MT/yr
Mitigated

5.2331

0.3093

0.0000

12.9648
Unmitigated

10.4662

0.6185

0.0000

25.9296
Category/Year
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8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Automobile Care
Center

10.08 2.0462

0.1209

0.0000

5.0693
Fast Food
Restaurant with
Drive Thru

39.05 7.9268

0.4685

0.0000

19.6383
General Office
Building

2.43 0.4933

0.0292

0.0000

1.2221
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000

0.0000
Other Non-
Asphalt Surfaces
0 0.0000

0.0000

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000

0.0000
Total

10.4662

0.6185

0.0000

25.9296
Unmitigated
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8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Automobile Care
Center

5.04 1.0231

0.0605

0.0000

2.5346
Fast Food
Restaurant with
Drive Thru

19.525

3.9634

0.2342

0.0000

9.8192
General Office
Building

1.215

0.2466

0.0146

0.0000

0.6110
Other Asphalt
Surfaces
0 0.0000

0.0000

0.0000

0.0000
Other Non-
Asphalt Surfaces
0 0.0000

0.0000

0.0000

0.0000
Parking Lot
0 0.0000

0.0000

0.0000

0.0000
Total

5.2331

0.3093

0.0000

12.9648
Mitigated

9.0 Operational Offroad
Equipment Type
Number
Hours/Day
Days/Year
Horse Power
Load Factor
Fuel Type

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type
Number
Hours/Day
Hours/Year
Horse Power
Load Factor
Fuel Type
Boilers
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11.0 Vegetation
Equipment Type
Number
Heat Input/Day
Heat Input/Year
Boiler Rating
Fuel Type
User Defined Equipment
Equipment Type
Number
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42 Rio Rancho Road - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied

AB C D E I
Equipment Type
# of
Equipment
Equipment Lmax at
50 feet, dBA1, 2
Distance to
Receptor3
Equipment
Usage
Percent
Noise Level
Leq (dBA) at
Receptor
Concrete/Industrial Saw 1 89.6 340 20 66.0
Rubber Tired Dozers 1 82 340 40 61.4
Tractors/Loaders/Backhoes 1 80 340 40 59.4

67.9 Grading
Graders 1 85 340 40 64.4
Rubber Tired Dozers 1 82 340 40 61.4
Tractors/Loaders/Backhoes 2 79 340 40 61.4

67.4 Cranes 1 81 340 16 56.4
Forklifts 2 64 340 50 47.3
Generator Sets 1 81 340 40 60.4
Tractors/Loaders/Backhoes 2 79 340 40 61.4
Welders 1 73 340 40 52.4

64.9 Cement and Mortar Mixers 1 79 340 40 58.4
Pavers 1 77 340 50 57.3
Rollers 1 80 340 20 56.4
Tractors/Loaders/Backhoes 1 73 340 40 52.4
Paving Equipment 1 85 340 50 65.3

67.2 Air Compressors 1 78 340 40 57.4

57.4 Notes:
(3) Distance to receptor calculated from center of site. Construction noise projected from the center of the project site to the structural façade of the nearest sensitive use next to NM1 to the west of the site.

Building Construction
Table A
Construction Noise by Phase ‐ Near NM1 West of Site
Demolition
(2) Source: https://www.google.com/url?q=http://www.noisetesting.info/blog/warehouse‐forklift‐workplace‐noise levels/&sa=D&source=hangouts&ust=1545259247311000&usg=AFQjCNHFcKKoEKUjv5VZMOtw_KO977Em1 A
Paving
Architectural Coating
(1) Source: Referenced noise levels from the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (September 2018).

AB C D E I
Equipment Type
# of
Equipment
Equipment Lmax at
50 feet, dBA1, 2
Distance to
Receptor3
Equipment
Usage
Percent
Noise Level
Leq (dBA) at
Receptor
Concrete/Industrial Saw 1 89.6 385 20 64.9
Rubber Tired Dozers 1 82 385 40 60.3
Tractors/Loaders/Backhoes 1 80 385 40 58.3

66.8 Grading
Graders 1 85 385 40 63.3
Rubber Tired Dozers 1 82 385 40 60.3
Tractors/Loaders/Backhoes 2 79 385 40 60.3

66.3 Cranes 1 81 385 16 55.3
Forklifts 2 64 385 50 46.3
Generator Sets 1 81 385 40 59.3
Tractors/Loaders/Backhoes 2 79 385 40 60.3
Welders 1 73 385 40 51.3

63.9 Cement and Mortar Mixers 1 79 385 40 57.3
Pavers 1 77 385 50 56.3
Rollers 1 80 385 20 55.3
Tractors/Loaders/Backhoes 1 73 385 40 51.3
Paving Equipment 1 85 385 50 64.3

66.1 Air Compressors 1 78 385 40 56.3

56.3 Notes:
(2) Source: https://www.google.com/url?q=http://www.noisetesting.info/blog/warehouse‐forklift‐workplace‐noise levels/&sa=D&source=hangouts&ust=1545259247311000&usg=AFQjCNHFcKKoEKUjv5VZMOtw_KO977Em1 A
(3) Distance to receptor calculated from center of site. Construction noise projected from the center of the project site to the structural façade of the nearest sensitive use next to NM2 to the west of the site.

Paving
Architectural Coating
(1) Source: Referenced noise levels from the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (September 2018).

Building Construction
Table B
Construction Noise by Phase ‐ Near NM2 West of Site
Demolition

Rio Rancho Road
s/o Rancho Camino Rd 5,590 65.2 5,780 65.3 0.1
n/o Rancho Camino Rd 8,300 66.9 8,500 67.0 0.1
s/o Lone Ridge Rd 5,460 65.1 5,570 65.2 0.1
n/o Lone Ridge Rd 10,330 67.8 10,400 67.9 0.1
s/o Project Driveway 9,140 67.3 9,880 67.6 0.3
n/o Project Driveway 10,270 67.8 9,900 67.7 -0.1
s/o SR-71 SB Ramps 9,150 67.3 9,900 67.7 0.4
n/o SR-71 SB Ramps 10,510 67.9 11,000 68.1 0.2
s/o SR-71 NB Ramps 13,680 69.1 14,180 69.2 0.1
n/o SR-71 NB Ramps 16,880 70.0 17,120 70.0 0.0
Rancho Camino Road
e/o Rio Rancho Rd 1,740 60.1 1,740 60.1 0.0
Lone Rid
ge Road
w/o Rio Rancho Rd 1,150 58.3 1,200 58.5 0.2
e/o Rio Rancho Rd 3,680 63.4 5,070 64.8 1.4
SR-71 SB Ramps
e/o Rio Rancho Rd 8,540 67.0 8,780 67.1 0.1
SR-71 NB Ramps
w/o Rio Rancho Rd 4,850 64.6 5,090 64.8 0.2
*The uniform distance of 50 feet allows for direct comparisons of potential increases or decreases in noise levels based upon various traffic scenarios; however, at this distance, no specific noise standard necessarily applies
Road Segments
OY 2022 OY 2022 Plus Project
ADT
dB
CNEL ADT Total
Project-
Specific
Increase
Noise Levels 50 feet from Roadway Centerline*
Table C
E:\Ecotierra\42 Rio Rancho Road, Pomona Gas Station CE\Noise\42 Rio Rancho Noise TAB.xlsx C Roadways

Area‐Wide Vehicular Noise Impacts
Project:   42 Rio Rancho Date: 6/3/22
Source: Roller
Scenario: Unmitigated
Location:

Address: Commercial   use adjacent to western boundary
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.21 Reference  PPV (in/sec) at 25 ft.

D =

30.00 Distance from Equipment to Receiver (ft)
n =  1.50 Vibration attenuation rate through the ground PPV = 0.160 IN/SEC
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2013, pgs  35‐40.

RESULTS
OUTPUT IN BLUE
GROUNDBORNE VIBRATION ANALYSIS
Project Site
INPUT
1 Vibratory Roller INPUT SECTION IN GREEN
Project:   42 Rio Rancho Date: 6/3/22
Source: Bulldozer
Scenario: Unmitigated
Location:

Address: Commercial   use adjacent to western boundary
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.089 Reference  PPV (in/sec) at 25 ft.

D =

30.00 Distance from Equipment to Receiver (ft)
n =  1.50 Vibration attenuation rate through the ground PPV = 0.068 IN/SEC
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2013, pgs  35‐40.

RESULTS
OUTPUT IN BLUE
GROUNDBORNE VIBRATION ANALYSIS
Project Site
INPUT
2 Large Bulldozer INPUT SECTION IN GREEN
KWAQN
Office
7404 Kingsley Way,
Riverside, CA
Project: 42 Rio Rancho Road, Pomona Site Observations:

Site Address/Location: 42 Rio Rancho Road, Pomona CA 91766 Date:

Field Tech/Engineer:

Ian Edward Gallagher

General Location: 42 Rio Rancho Road, Pomona
Sound Meter: Larson Davis Sound Track LxT1 SN: 3099 Site Topo: Dirt and gravel, open land, freeway to the NE,commerce SE, resident Settings: A‐weighted, slow, 10‐sec, 15‐minute interval Ground Type: Open, uneven, sandy soil, acoustically refractive, reflective & absorpt Meteorological Con.: 74 deg F, 5‐8 mph wind, 36% humidity, clear skies, sunshine.

Site ID: NM‐1 & 2. NM locations, latitude , longitude :

Figure 1: Monitoring Locations
10‐Minute Noise Measurement Datasheet
Main noise sources are from vehicular traffic travelling along Rio Rancho Road ,  71 Freeway, 60 Freeway & other surrounding roads . The local buildings reflect & refract much of the sound.  Other noise sources include bird song & general city ambiance of people going about their business. Occasional low altitude aircraft, both fixed wing & helicopters passing overhead. Leaf rustle from nearby trees, palmtrees & other vegetation due to 5‐8 mph breeze.
4/19/2022
NM1 Meter:   34° 1'50.74"N  117°45'34.80"W
NM2 Meter:   34° 1'47.88"N  117°45'36.53"W

KWAQN 42 Rio Rancho Gas Station, Pomona NM ( 1 & 2 ) 10Min_NM Field Sheet.xlsx KWAQN
Office
7404 Kingsley Way,
Riverside, CA
Project: 42 Rio Rancho Road, Pomona
Site Address/Location: 42 Rio Rancho Road, Pomona CA 91766 Site ID: NM‐1 & 2.

NM1 looking  NE across Rio Rancho Road towards the S bound on and off ramp 71 Freeway. ( 70 yards ). NM2 looking S across Rio Rancho road towards Lone Ridge Road intersection  ( 70 yards ).

A total of 255 vehicles passed the microphone travelling alomg Rio Rancho Road during 10 min measurement. A total of 241 vehicles passed the microphone travelling alomg Rio Rancho Road during 10 min measurement.

Figure 2: NM1 Photo Figure 3: NM2 Photo
15‐Minute Noise Measurement Datasheet ‐ Cont.

KWAQN 42 Rio Rancho Gas Station, Pomona NM ( 1 & 2 ) 10Min_NM Field Sheet.xlsx KWAQN
Office
7404 Kingsley Way,
Riverside, CA
15‐Minute Noise Measurement Datasheet ‐ Cont.

Project: 42 Rio Rancho Road, Pomona
Site Address/Location: 42 Rio Rancho Road, Pomona CA 91766 Site ID: NM‐1 & 2.

Table 1: Noise Measurement Summary
Location Start Stop Leq/ dB Lmax/ dB Lmin/ dB L2/ dB L8/ dB L25/ dB L50/  dB L90/ dB NM1 12:46 PM 12:56 PM 68.3 75.9 54.8 71.0 68.9 66.5 63.9 57.3 NM2 12:27 PM 12:37 PM 67.7 80.5 51.6 76.1 72.4 67.8 63.1 57.4 KWAQN 42 Rio Rancho Gas Station, Pomona NM ( 1 & 2 ) 10Min_NM Field Sheet.xlsx NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona. Raw Data Record # Record Type Date Time LAeq LZpeak LASmax LASmin Int. Temp (°F) LCeq‐LAeq 1/1 LZeq 8.0 1/1 LZeq 16.0 1/1 LZeq 31.5 1/1 LZeq 63.0 1/1 LZeq 125 1/1 LZeq 250 1/1 LZeq 500 1/1 LZeq 1000 1/1 LZeq 2000 1 Calibration Change 4/19/2022 12:46:00 PM
2 Calibration Change 4/19/2022 12:46:14 PM
3 Calibration Change 4/19/2022 12:46:28 PM
4 Run 4/19/2022 12:46:46 PM
5 4/19/2022 12:46:46 PM

61.0 88.6 67.8 61.0 94.9 11.3 77.4 67.8 68.8 67.7 67.9 60.7 55.9 57.3 52.6 6 4/19/2022 12:46:50 PM 62.0 95.8 65.1 59.5 94.9 11.1 70.9 69.3 71.1 69.2 64.4 59.3 56.8 59.3 53.6 7 4/19/2022 12:47:00 PM 65.6 91.7 69.1 59.8 95.2 9.6 61.2 68.6 70.7 71.4 69.3 64.4 61.4 62.5 56.5 8 4/19/2022 12:47:10 PM 62.8 88.1 66.8 59.0 95.3 10.1 60.9 68.4 71.7 67.8 63.9 60.1 57.7 59.5 55.5 9 4/19/2022 12:47:20 PM 66.1 91.4 68.2 63.6 95.3 9.1 61.2 68.8 73.3 70.9 67.2 64.1 61.7 63.1 57.7 10 4/19/2022 12:47:30 PM 59.1 90.6 64.1 58.5 95.3 14.3 70.6 67.7 70.5 70.9 65.6 57.8 54.5 55.5 49.5 11 4/19/2022 12:47:40 PM 66.1 89.5 69.8 58.6 95.3 8 62.9 67.5 68.4 70.7 66.5 65.1 61.3 62.9 57.6 12 4/19/2022 12:47:50 PM 70.0 91.7 73.6 65.0 95.3 6.8 61.4 69.6 68.8 72.8 69.7 68.3 66.9 66.8 60.8 13 4/19/2022 12:48:00 PM 68.4 89.4 70.2 64.9 95.7 6.4 59.3 67.5 68.6 68.8 68 67.8 63 65.4 60.6 14 4/19/2022 12:48:10 PM 67.4 92.2 69.2 65.4 95.8 9.2 60.4 67.4 73.4 72.6 68 66.4 62.2 64.3 59.2 15 4/19/2022 12:48:20 PM 62.7 88.6 67.6 60.9 95.8 10.8 63.8 67.1 70.8 70.7 65.2 62.6 58.2 59.2 54.1 16 4/19/2022 12:48:30 PM 56.4 92.7 60.9 55.1 95.9 14 66.5 69 66.9 67.8 61.7 57.0 52.7 52.4 46.3 17 4/19/2022 12:48:40 PM 60.1 90.9 65.1 55.3 95.8 12.1 73.1 70 67 69.7 64.7 59.4 55.8 56.3 51.2 18 4/19/2022 12:48:50 PM 68.1 97.7 70.9 63.9 95.8 8.1 74.5 72.3 71.1 72.7 68.4 66.1 62.7 65.4 59.9 19 4/19/2022 12:49:00 PM 63.9 94.4 67.7 60.5 95.9 10.5 75.4 68.5 69.7 70.6 68 62.1 59.1 60.7 55.7 20 4/19/2022 12:49:10 PM 68.1 93.4 71.6 61.2 96.2 7.9 72.6 69.4 68 74.3 67 65.2 62.4 64.5 61.6 21 4/19/2022 12:49:20 PM 68.4 91.5 70.4 64.1 96.2 7.2 67.5 67.4 69.5 71.1 69 68.2 63.5 64.8 60.6 22 4/19/2022 12:49:30 PM 67.9 95.4 71.0 64.7 96.2 7.8 74.9 70.6 68.3 71.8 69.6 66.1 63.3 64.7 59.7 23 4/19/2022 12:49:40 PM 68.5 93.8 72.6 64.8 96.2 6.9 66.4 69.5 72.5 69.8 66.1 65.0 64.2 66.1 59.1 24 4/19/2022 12:49:50 PM 64.6 94.5 66.9 62.6 96.4 10.2 73.9 71.1 72.5 70.5 66.8 64.5 59.7 61.7 55.5 25 4/19/2022 12:50:00 PM 57.7 90.2 62.5 56.5 96.6 13.3 69.4 68.2 67.2 68.5 63.8 57.7 53.6 53.3 48.1 26 4/19/2022 12:50:10 PM 63.4 89.9 66.8 57.2 96.6 11.3 61.3 66.7 68.5 70.4 71.3 60.5 56.9 59.2 55.4 27 4/19/2022 12:50:20 PM 63.2 92.4 66.7 59.1 96.7 13.9 66.7 69.1 68.9 75.6 69.4 64.1 62.1 57.3 51.6 28 4/19/2022 12:50:30 PM 66.5 93.0 68.4 63.8 96.7 10.1 72.5 70.8 72.6 73.7 70.4 65.6 61.2 63.4 58.2 29 4/19/2022 12:50:40 PM 62.5 92.0 66.5 59.1 96.7 10.2 71.9 68.3 70.9 68.6 65.2 60.3 57.1 59 55.2 30 4/19/2022 12:50:50 PM 66.3 91.8 69.0 63.5 96.8 7.2 69.0 70.4 70.4 68.6 64.9 63.3 60.9 63.1 59.2 31 4/19/2022 12:51:00 PM 67.0 90.1 68.9 63.5 96.7 6.9 68.6 68.5 70.7 68.6 65.6 65.5 61.3 63.9 59.9 32 4/19/2022 12:51:10 PM 65.7 89.2 67.9 62.4 97.0 7.7 61.1 67.7 68.5 69.1 67.1 63.3 60.4 62.8 57.8 33 4/19/2022 12:51:20 PM 60.8 88.8 67.0 59.5 97.2 11.7 63.1 72.2 68.7 67.7 66.1 60.9 56.6 56 52.5 34 4/19/2022 12:51:30 PM 69.3 93.9 74.1 62.8 97.2 5.7 65.1 68.8 68.8 70.1 68.5 64.2 66.3 65.2 61.8 35 4/19/2022 12:51:40 PM 66.3 92.5 69.6 61.7 97.2 8.5 60.7 66.2 67.7 71.5 68.1 63.2 60.6 63.6 57.8 36 4/19/2022 12:51:50 PM 65.6 92.1 69.5 61.2 97.2 9.9 64.1 67.1 72.2 72 69.1 63.6 59.6 62.2 58 37 4/19/2022 12:52:00 PM 67.9 95.2 71.1 60.2 97.2 8.2 62.5 67.5 74.1 71.8 67.8 65.0 61.2 65.3 60.1 38 4/19/2022 12:52:10 PM 61.4 90.9 67.2 60.3 97.2 13 66.4 68.8 70.7 70.9 69.3 60.1 57.2 57 51.5 39 4/19/2022 12:52:20 PM 66.0 96.0 70.2 58.6 97.2 8.3 68.1 69.8 71 69.2 69 63.2 62.7 62.6 57 40 4/19/2022 12:52:30 PM 63.9 96.7 67.4 60.0 97.3 9.7 78.2 73.4 70.3 69.1 64.3 62.0 58.3 61 55.8 41 4/19/2022 12:52:40 PM 66.0 96.1 68.4 64.0 97.6 9.7 73.3 71.4 70.5 71.5 69.7 64.9 61.1 63 57.7 42 4/19/2022 12:52:50 PM 63.6 96.1 67.3 58.9 97.6 10.1 76.3 71.1 73.1 68.8 65.2 63.3 58.3 59.7 56.6 43 4/19/2022 12:53:00 PM 60.6 89.3 65.4 56.3 97.6 11.4 63.6 68.2 69.6 68.6 64.1 59.3 56.4 57.4 51.6 44 4/19/2022 12:53:10 PM 62.7 88.0 66.0 55.6 97.7 9.8 60.8 65.8 69.4 69 64.4 60.9 57.1 59.5 55.3 45 4/19/2022 12:53:20 PM 65.8 89.2 67.1 64.0 97.7 8.4 60.3 66 71.2 70.9 66.3 64.6 60.4 62.6 58.2 46 4/19/2022 12:53:30 PM 63.8 88.5 66.2 60.7 97.7 10 61.5 66.8 69 70.7 67.7 62.4 60.1 60.4 54.7 47 4/19/2022 12:53:40 PM 66.5 90.5 69.0 62.2 97.7 8.6 62.3 69.4 70.7 71.2 68.9 63.9 62.1 63.2 58.6 48 4/19/2022 12:53:50 PM 63.1 92.8 66.5 58.3 97.7 10 72.3 71.8 68.4 70 63.8 60.8 57.8 59.5 56.4 49 4/19/2022 12:54:00 PM 64.8 93.9 68.1 61.7 97.7 9.4 75.7 71.8 70 70.5 66.9 62.5 60.1 61.9 56.4 50 4/19/2022 12:54:10 PM 69.1 98.6 75.9 58.6 97.7 8.1 74.3 72 69.2 71.6 69.6 66.1 69 63.6 55.4 51 4/19/2022 12:54:20 PM 68.0 96.9 75.9 59.1 97.8 7.7 76.8 74.6 74.2 71.9 66.2 66.1 66.1 64.8 57.8 52 4/19/2022 12:54:30 PM 58.3 93.8 59.4 57.0 97.7 12.9 76.9 72.5 69.3 66.3 62.1 57.1 54.8 54.5 49.6 53 4/19/2022 12:54:40 PM 56.2 94.1 58.4 55.0 98.0 15.1 75.8 73.4 69.3 65.6 62.6 56.2 52.3 52.4 46.3 54 4/19/2022 12:54:50 PM 66.7 92.7 68.9 54.8 98.1 7.7 71.4 68.7 70.1 69.3 67.8 64.4 61.2 63.6 58.9 55 4/19/2022 12:55:00 PM 64.3 91.3 68.9 61.5 98.1 9.2 70.6 69.2 70.3 69.1 66.4 64.2 59.2 61.1 55.8 56 4/19/2022 12:55:10 PM 65.2 90.6 66.9 60.5 98.1 8.3 67.9 69 71.3 68.3 65.1 63.7 59.1 62.4 57.5 57 4/19/2022 12:55:20 PM 63.8 89.3 66.8 59.4 98.1 7.8 64.8 65 67.5 67.6 63.9 62.5 58.9 60.8 55.6 58 4/19/2022 12:55:30 PM 63.5 91.5 67.4 59.8 98.1 8.5 62.2 64.8 66.1 68 65.9 62.6 58.7 60.3 55 59 4/19/2022 12:55:40 PM 60.2 86.8 61.3 59.0 98.4 13 61.6 67.1 69 70.3 66.2 61.8 56.1 55.7 51.2 60 4/19/2022 12:55:50 PM 57.8 87.7 60.0 56.2 98.1 14.6 63.1 70.3 69.4 69.9 63.3 57.7 53 53.7 49.2 61 4/19/2022 12:56:00 PM 61.9 88.8 66.7 57.4 98.3 10 62.7 67.9 69 68.8 63.7 60.5 55.8 59 54.2 62 4/19/2022 12:56:10 PM 65.0 90.3 68.1 58.7 98.4 8 63.6 68 69.3 69 65.5 62.7 60.7 61.7 57.2 63 4/19/2022 12:56:20 PM 57.1 89.7 66.5 56.3 98.4 13.3 70.5 67.3 68 67.4 62.9 55.8 52.4 53.5 48.5 64 4/19/2022 12:56:30 PM 55.7 85.4 57.3 55.0 98.4 13.4 67.3 65.6 66.9 65.9 61 55.0 52.1 52.2 45.8 65 4/19/2022 12:56:40 PM 66.9 97.9 71.2 55.0 98.4 8.6 62.7 65.9 67.7 73 68.3 64.5 62.4 64.2 58.2 66 Stop 4/19/2022 12:56:46 PM
NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona Raw Data Record # Record Type Date Time LAeq LZpeak LASmax LASmin Int. Temp (°F) LCeq‐LAeq 1/1 LZeq 8.0 1/1 LZeq 16.0 1/1 LZeq 31.5 1/1 LZeq 63.0 1/1 LZeq 125 1/1 LZeq 250 1/1 LZeq 500 1/1 LZeq 1000 1/1 LZeq 2000 1 Calibration Change 4/19/2022 12:25:10 PM
2 Calibration Change 4/19/2022 12:25:24 PM
3 Calibration Change 4/19/2022 12:25:38 PM
4 Run 4/19/2022 12:27:07 PM
5 4/19/2022 12:27:07 PM

57.9 83.7 61.8 57.7 85.0 10.7 60.5 66.9 66.7 64.4 61.1 57.2 54.4 54.8 48.2 6 4/19/2022 12:27:10 PM 60.7 87.3 63.7 57.2 85.3 10.4 60.4 67 70.1 65.6 63.6 57.5 55.5 57.4 53.7 7 4/19/2022 12:27:20 PM 62.7 88.6 65.8 55.5 85.3 10.4 61.1 67.2 73.6 65.5 63.5 61.4 62.8 57.9 51.8 8 4/19/2022 12:27:30 PM 72.6 105.5 80.0 54.3 85.8 12.2 60.4 66.6 70.3 72.3 83.5 77.5 69 62.6 57.8 9 4/19/2022 12:27:40 PM 64.8 96.9 78.7 57.3 85.9 11.7 62.3 65.1 65.9 68 74.4 71.0 62.2 54.7 48 10 4/19/2022 12:27:50 PM 73.3 100.4 77.6 57.3 86.3 2.9 62.4 67.5 66.8 68.7 67.6 66.4 67.6 70.4 66.7 11 4/19/2022 12:28:00 PM 67.2 90.8 73.3 59.9 86.4 7 64.0 68.9 70.4 68.1 66.7 65.4 63 63.8 59.3 12 4/19/2022 12:28:10 PM 63.2 95.0 66.6 57.7 86.8 13.8 61.0 69.7 72.6 73.4 72 64.7 57.9 57.6 52.5 13 4/19/2022 12:28:20 PM 60.1 90.3 62.8 59.5 86.8 14.6 59.8 70.8 74.1 70.3 66.9 60.0 55.5 54.9 52 14 4/19/2022 12:28:30 PM 58.7 90.7 61.0 57.9 87.2 16.1 64.3 70.6 74.6 69.3 67.6 58.5 54.4 52.9 49.8 15 4/19/2022 12:28:40 PM 63.6 94.2 66.6 57.9 87.5 14.1 63.9 69.1 74 70.9 74.9 65.9 58.7 54.9 50.8 16 4/19/2022 12:28:50 PM 66.3 92.5 68.2 64.5 87.7 12.1 61.9 66.8 68.8 75.3 73.9 66.3 61 60.6 57.9 17 4/19/2022 12:29:00 PM 68.0 97.0 70.5 66.1 87.7 12.1 61.8 67.7 78.1 75.1 73.7 67.0 63.5 63.7 59.9 18 4/19/2022 12:29:10 PM 71.1 102.5 76.4 62.4 88.1 15.4 61.0 68.8 68.1 83.1 84.4 72.6 62.8 63.7 61.2 19 4/19/2022 12:29:20 PM 69.6 98.3 75.4 62.7 88.2 6.6 70.5 71.1 73.5 69.4 68.8 67.0 64 67.1 61.8 20 4/19/2022 12:29:30 PM 57.6 86.8 62.6 54.7 88.7 12.4 66.1 67.7 65.8 67 62.4 57.7 54.9 53.3 46.6 21 4/19/2022 12:29:40 PM 64.3 93.5 68.5 60.4 88.7 10.4 58.8 68.3 73.1 69.1 68.4 63.2 60.3 60.5 56.3 22 4/19/2022 12:29:50 PM 64.1 88.7 66.8 59.2 88.9 8.1 64.2 67.7 66.6 67.5 66.3 61.8 60 60.2 56.4 23 4/19/2022 12:30:00 PM 67.9 95.0 72.4 61.9 89.1 8.1 70.2 65.7 69.5 70.1 71.8 67.1 64.2 64.1 59.3 24 4/19/2022 12:30:10 PM 70.9 98.2 73.8 67.6 89.1 7 72.2 70.2 71.1 72.9 72.9 69.1 66.1 67.8 63.1 25 4/19/2022 12:30:20 PM 70.6 99.5 75.9 66.0 89.6 6.4 74.4 71 70.4 71.6 71.5 67.3 64.9 67.7 63.1 26 4/19/2022 12:30:30 PM 61.5 91.2 68.0 58.0 89.6 12 71.8 69.1 71.2 68.1 69 60.8 57.5 57.5 51.8 27 4/19/2022 12:30:40 PM 58.4 92.6 60.9 55.5 90.0 13.9 72.5 69.8 71.6 65.9 67.7 57.0 54.3 53.9 48 28 4/19/2022 12:30:50 PM 67.8 94.9 72.2 55.6 90.1 9.5 67.1 68.3 70.9 69.8 74.5 65.6 63 64 59.1 29 4/19/2022 12:31:00 PM 68.3 94.3 72.7 60.7 90.1 6.5 66.5 67.9 69.1 68.8 70.9 64.2 61.5 66 60.1 30 4/19/2022 12:31:10 PM 62.3 87.0 64.9 59.1 90.6 9.3 64.5 65.4 63.9 68 66.8 59.9 58.8 59.1 52.8 31 4/19/2022 12:31:20 PM 73.0 101.0 77.2 63.5 90.6 6.5 64.3 68 71.2 73.7 74.9 71.1 67 69.5 66.3 32 4/19/2022 12:31:30 PM 73.0 100.2 77.3 66.9 90.6 8.8 68.7 69 66.7 65.7 77.3 78.6 67.1 67.1 65.8 33 4/19/2022 12:31:40 PM 69.1 100.3 73.7 58.1 91.0 6 76.4 72.9 71.9 67.3 66.4 65.2 62.4 66.9 61.4 34 4/19/2022 12:31:50 PM 60.0 88.8 63.6 57.5 91.0 11.2 69.2 68.2 72 64.4 62.6 57.5 56.3 56.7 51.8 35 4/19/2022 12:32:00 PM 55.5 88.4 57.5 54.3 91.0 15.1 63.1 65 71.3 64.8 60.1 54.2 52.8 51.1 46.2 36 4/19/2022 12:32:10 PM 55.7 86.5 57.6 52.9 91.5 14.1 60.2 64.4 66.8 69.2 59.2 53.9 53.4 51.3 46.2 37 4/19/2022 12:32:20 PM 55.2 82.5 59.2 51.6 91.5 10.9 59.0 64.9 64.3 60.7 56.6 52.5 51.2 51.8 47.1 38 4/19/2022 12:32:30 PM 67.1 92.2 71.9 59.3 91.6 6.3 62.7 68.8 71.7 65.3 63.8 64.2 61.9 64.7 58 39 4/19/2022 12:32:40 PM 59.1 86.3 65.0 56.7 92.0 11.6 61.5 67.2 71.6 63.7 60.7 57.3 54.5 56.3 50.4 40 4/19/2022 12:32:50 PM 62.9 94.8 67.8 56.8 92.0 12.2 58.9 68.9 76.6 67.3 62.7 59.1 56.2 57.5 54.4 41 4/19/2022 12:33:00 PM 61.7 92.8 70.1 58.1 92.0 14.6 59.6 70.8 78.9 67.7 62.1 56.0 53.7 54.4 49.9 42 4/19/2022 12:33:10 PM 60.0 90.5 62.4 58.6 92.0 15.8 61.2 68.9 78.2 67.7 64.4 57.4 56.3 56 51.5 43 4/19/2022 12:33:20 PM 64.8 93.3 67.6 61.5 92.5 9.9 61.5 68.9 69.8 73.2 64.4 62.1 60.5 61.1 57.2 44 4/19/2022 12:33:30 PM 67.2 94.4 69.8 62.1 92.5 8.3 66.9 66.5 68.3 69.9 71.1 66.3 63 63.9 58 45 4/19/2022 12:33:40 PM 68.1 99.5 69.8 66.1 92.5 18.2 61.3 71.1 72.6 86.9 69.9 64.6 64.1 64.4 59 46 4/19/2022 12:33:50 PM 69.3 96.4 72.9 62.6 92.6 6.1 61.5 70.9 70.6 71.2 66.8 65.3 64.2 66.3 62.4 47 4/19/2022 12:34:00 PM 69.2 94.5 72.6 66.2 92.9 7.1 73.5 72.4 72.5 72.4 66.5 66.3 64.2 66.5 61.4 48 4/19/2022 12:34:10 PM 76.2 100.2 80.5 64.9 92.9 7.1 66.4 69.1 75.6 79.2 74.2 74.3 75.3 71.6 66.8 49 4/19/2022 12:34:20 PM 70.7 98.4 77.2 66.5 92.9 6.2 68.2 70.4 72.9 73.1 72 67.5 66.4 67.8 63 50 4/19/2022 12:34:30 PM 65.6 92.4 70.7 61.9 93.4 8.3 62.6 66.8 72.8 67.7 65.5 62.2 61 62.4 58.3 51 4/19/2022 12:34:40 PM 61.4 92.9 63.5 59.6 93.4 10.9 60.1 65 72.4 66.8 62.9 59.4 57.3 57.9 53.1 52 4/19/2022 12:34:50 PM 60.7 94.4 64.0 58.1 93.4 11.4 72.6 67.7 70.8 67.1 62.9 58.8 55.8 56 53.7 53 4/19/2022 12:35:00 PM 66.8 89.6 69.5 62.3 93.4 7.1 61.4 64.1 69.8 71.1 64.6 64.2 61.4 63.5 60.2 54 4/19/2022 12:35:10 PM 58.9 87.8 66.1 56.4 93.9 10.6 62.3 64.8 65.7 66.1 62.1 58.1 55.5 55.1 50.2 55 4/19/2022 12:35:20 PM 60.2 88.4 60.8 59.6 93.9 12.3 64.8 67.1 67.9 69.8 66.2 60.4 57.1 56.2 49.9 56 4/19/2022 12:35:30 PM 61.7 93.1 64.0 59.0 93.9 15 64.2 69.9 77.5 70.3 67 61.1 57.8 58 52.7 57 4/19/2022 12:35:40 PM 68.2 96.9 74.7 57.7 93.9 5.7 64.3 68.2 70.5 68.2 67 64.5 62.2 65.5 60.8 58 4/19/2022 12:35:50 PM 61.0 90.8 64.7 57.1 94.3 9.4 70.0 68.4 68.3 64.9 62.2 58.8 56.7 57.7 53.2 59 4/19/2022 12:36:00 PM 73.3 98.8 76.5 64.6 94.3 4.4 65.8 68.2 72 71.4 69.2 69.5 67 70.8 65.6 60 4/19/2022 12:36:10 PM 71.4 99.6 76.5 66.3 94.3 6.7 66.3 69.8 71.2 74.2 68.4 70.8 68.1 67.7 63.4 61 4/19/2022 12:36:20 PM 64.0 98.9 72.6 57.8 94.7 19.2 68.1 68.7 70.7 83.7 68.9 63.5 60.9 59.1 52 62 4/19/2022 12:36:30 PM 57.9 87.6 58.8 57.2 94.8 13.4 67.7 69.1 70.5 67.6 62.6 56.6 54.9 54.2 47.6 63 4/19/2022 12:36:40 PM 59.4 93.5 63.4 56.9 94.9 12.8 66.2 68.7 70.7 68.6 62.1 57.5 54.4 56.2 51.3 64 4/19/2022 12:36:50 PM 66.3 94.7 68.5 62.4 94.8 9.4 73.2 70 74.4 70.6 67.5 64.6 61.3 63.1 58.4 65 4/19/2022 12:37:00 PM 60.1 87.6 63.2 55.7 94.9 12.9 63.0 67.3 68.5 71.6 63.8 57.4 56.3 56.8 51.1 66 Stop 4/19/2022 12:37:07 PM
NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona. Raw Data 1/1 LZeq 4000 1/1 LZeq 8000 1/1 LZeq 16000 1/1 LZSmax 8.0 1/1 LZSma x 16.0 1/1 LZSmax 31.5 1/1 LZSmax 63.0 1/1 LZSmax 125 1/1 LZSmax 25 0 1/1 LZSmax 500 1/1 LZSmax 1000 1/1 LZSmax 2000 1/1 LZSmax 4000

42.1 35.5 28.5 82.2 74.4 70.1 69.6 69.4 65.7 62.9 64.8 60.4 50.5 44 36 28.2 76.6 73.8 76.6 73.3 67.4 62.6 60.5 62.8 56.2 46.8

46.9 37.8 28.7 65.3 70.1 72.4 75.8 73.3 68.6 65.2 66.1 60.1 50.9 45 35.4 26.2 63.9 70.5 75.1 70 65.6 63.4 61.5 63.6 59.9 49

48.8 40 31.4 63.7 71 76.7 72 68.5 66.1 63.6 65 61.2 51

41.9 34.4 33.8 75.5 70.1 72.8 73.4 67.3 61.6 59.7 61.4 55.2 47.5

47.8 37 27.4 71.4 70 71.2 73.5 68.9 69.2 65.6 66.2 62 51.8

51.1 41.3 31.4 63.9 72.1 71.5 75.8 72.4 71.1 71.9 70.5 63 53

49.7 39.9 29.1 61.8 69.5 70.6 72.5 69.6 70.2 65.2 67.2 62.2 51

49.3 39.3 29.5 61.9 68.7 77 76.9 70.1 68.7 65.1 65.9 60.6 51 45 35.1 26.5 66.8 68.6 76.9 73.2 67.3 65.6 61.1 65 60.1 49.7

39.2 33.4 28.7 72.4 72.3 69.9 72.5 63.6 61.6 57.1 57 51.8 43

41.7 34.4 27.5 77.8 73.8 69.5 73.2 66.5 62.2 60.1 61.8 56.9 46

50.3 41.6 32 79.8 75.5 73 76.1 70.7 69.4 65.5 68.3 62.1 52.9

46.9 39.1 29.9 82.3 73.6 73 73.7 70.3 65.8 63 65.3 60.4 49.8

51.4 42.4 32.9 76.5 71.4 70.8 78.7 70.5 69.5 66.5 68 64.9 55.6

50.3 41.5 30.9 72.4 68.9 71.9 77.7 72.3 71.5 66.2 67.6 63.6 53.4

51.4 43.5 33 78.9 75.1 71.7 76.2 74.7 69.8 67.2 66.9 62.9 56.1

50.2 41.4 31.6 73.6 72.6 76.6 71.3 67.5 68.6 69.3 70.6 60.6 53.1 47 37.9 29.2 76.4 72.8 75.4 73.2 68.3 66.2 61.8 64.6 59 50.4

43.1 37.1 25.6 73.1 69.8 70.5 70.5 66.8 64.1 57.9 58.8 53.3 46.3 45 36 26.5 68.6 69 71.1 71.8 76.2 64.1 61.1 63.6 60 49

43.2 34.3 25.4 69.8 71 70.7 80.4 73.1 67.4 66.3 63.7 59.2 48.4

48.5 39.2 28.8 76.1 72.8 76.4 79.4 74.7 67.7 64.5 65.3 60.8 50.5

46.1 35.9 26.5 76.7 70.8 76.1 70.9 67.6 64 60.2 63.2 59.8 50.4

49.4 39.7 30.3 73.7 73.1 72.2 70.3 66.1 65.6 63.4 66.2 61.8 52.4

49.3 39.2 30.1 73 72.5 72.5 70.4 67.8 67.5 63.4 66.2 62.4 52

48.8 41.6 30.3 64.8 69.9 71.1 71.1 70.6 65.9 63.4 65.1 60.2 51.9

44.8 35.2 24.4 65.7 75 70.3 69.2 68.5 65.2 62.6 64.1 58.9 50.4

56.6 49.6 42.5 67.9 71.9 70.1 71.4 71.2 68.2 71.7 69.8 66.4 61.8

49.1 39 28 63.9 68.4 70.8 76.6 70 65.9 63.2 67.6 60.2 52.7

50.6 42.5 31.7 66.2 69.6 73.9 76.8 72 66.5 63.1 67 61.6 54.3

49.7 41.4 31.8 65.1 70.4 77.2 75.7 70 69.5 64.9 68.8 63.4 52.7

44.3 36.1 25.6 73.8 70.7 76.5 74.5 72.3 65.8 61.1 64.3 60.3 48.7

50.9 44.8 34.4 72.4 72.5 73.7 71.8 74.3 67.5 67.2 66.8 61.1 55.1

45.8 38.8 31 82.5 77 73.7 70.1 65.8 64.5 61.2 64.1 60 48.2

47.5 38.8 29.7 78.7 75.5 73.3 73.9 74.9 66.5 63.7 65.5 61.3 50.7

49.5 37.5 28.7 80.8 76.8 76.7 73.3 70.3 65.9 61.9 62.4 61.7 56.4

44.4 35.5 26.9 71.4 70.5 71.7 70.3 65.2 63.9 61.7 62.4 56.7 50.1

44.8 35.8 27.6 63.6 67.9 71.3 69.9 66 65.1 60.9 63 59 49.1

47.9 39.6 33.3 63 67.6 74.5 72.4 67.6 66.6 62.5 64.1 59.7 49.3

47.1 39.2 46.4 64.8 68.7 70.6 72.6 69.3 65 63.2 62.9 57.9 50.3

48.9 40.7 32 65.9 71.3 73.9 73.1 71.9 66 65.6 65.6 61.6 51.2

46.5 37.3 28.7 76.6 75.1 70.9 71.9 66.3 63.6 60.9 63.1 60.4 50.6

46.4 37.4 28.9 80 75 72.8 72.1 69.7 64.9 64.5 65.6 58.6 48.4

49.3 41.1 30.1 76.3 75.1 72.9 75.2 71.8 73 76.4 70.1 61.2 55.3

49.1 40 29.3 79.9 76.6 80.2 77.7 70.1 72.8 76.4 70.9 61.1 55.9

40.9 34.4 29.8 81 74.3 71.2 67.9 63.5 59 56.8 55.5 50.9 42.6

37.9 29.7 24.7 78.9 75 71.2 67.1 65.3 59.1 55.1 54.5 49.3 40.9 51 45.8 33.7 77.1 72.1 72 71.4 70.4 66.8 64.8 66.1 61.3 54

47.1 39.1 32.5 72.3 70.5 73.2 71.6 69.4 67.1 64.6 66.1 60.1 53.6

47.4 38.4 28.6 71.5 70.8 75 71 66.4 66.2 60.8 64 59.5 49.1

45.3 36.7 27 67.7 67.1 70.2 68.9 66.6 66.4 61.7 63.9 58.2 48.1

48.3 41 27.9 64.2 66.1 68.6 70.6 70.5 66.7 63 64 58.9 52

42.9 33.4 24.7 64.6 69.4 72.1 72.2 69.2 63.7 57.8 56.7 52 47.7

41.2 31.2 24.1 64.8 73.2 72.2 72.6 65 60.9 56 56.7 52.1 42.7

44.5 35 26.3 64.2 69.9 71.8 72.7 65.2 64 59.6 64.2 59.4 49.6

49.4 41.2 39.1 67.7 69.6 71.7 70.4 67 65.4 63.6 65 60.1 54.5

41.4 31.2 24.5 74.8 70.1 70 69 65 64.1 61.8 63.1 58.9 53.2

38.4 29 24 73.9 69.3 68.1 68.5 62.7 56.6 53.2 53.8 48.9 41.3

48.3 41.2 30.1 64.7 68.1 69.2 77.4 71.1 67.8 67.3 68.8 62.8 52.7 NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona Raw Data 1/1 LZeq 4000 1/1 LZeq 8000 1/1 LZeq 16000 1/1 LZSmax 8.0 1/1 LZSma x 16.0 1/1 LZSmax 31.5 1/1 LZSmax 63.0 1/1 LZSmax 125 1/1 LZSmax 25 0 1/1 LZSmax 500 1/1 LZSmax 1000 1/1 LZSmax 2000 1/1 LZSmax 4000

36.8 29.3 24.3 61 68.2 72.5 65.8 65.2 60.4 58.6 58.4 52.3 43.7

42.4 33.6 26.2 62.8 68.7 73.5 67.7 67 60.1 58.2 61 56.8 45.4

43.1 36.5 27.9 64.7 69.1 76.1 68.1 66 64.7 68.1 60.7 55 45.9

48.2 40.8 31.1 62.8 68.4 73.5 77.9 91.1 85 77 68.1 62.9 53.3

38.2 29.4 23.9 65.2 67.7 68.4 77.3 90.4 84.2 75.8 67 61.4 51.6 54 43.6 32.1 65.7 71.8 69.4 72.9 70.1 70.2 72.5 74.6 72.1 58.6 50 41.5 41.3 67.4 71.1 74.7 71.1 70.2 69.2 68.6 70.7 65.6 55.3

44.8 38.4 49.1 67.4 72.7 76.5 80.8 77.9 68.5 60.4 60.4 55.6 47.8

44.7 41.4 33.6 61.7 72.4 77.7 74.9 74.2 65.8 57.2 55.7 55.5 48.6

44.1 37.8 28.1 66.8 72.1 76.1 70.9 71.6 60.3 56.3 56 54.4 47.4

46.1 39.9 30.7 66.7 71.7 75.6 74.4 78.5 71.1 62 58.5 54.4 49.3

53.2 46.9 36.3 65.2 68.7 72.5 78.9 80 69 63 63.1 60.6 56.9

54.3 47.9 38.3 65 69.7 84.9 78.7 80.5 72.9 64.8 64.6 61.1 55.8

51.5 44.7 36 63.8 70.1 70.2 87.8 91.7 78.4 66.3 68.4 67.1 57.1

51.5 43.7 51.6 74.5 73.6 77.3 71.9 74 71.1 69 72.9 68.7 56.4

40.2 31.9 25.4 72.4 72 69.6 72.8 67.8 63.3 58.5 59.2 53.4 46.3

49.3 39.8 27.5 62.5 71.6 78.8 73.2 73.6 67.3 64.9 65 60.8 56.4

51.3 43.3 33.1 68.1 70.3 69.7 70.4 68.2 65.1 62.7 62.9 58.9 56.3

52.3 45.1 33.2 77.3 67.8 72.1 72.2 75.2 72.9 69.2 68.2 63.8 57.8

52.7 45.4 34.9 77.4 73.4 74.1 77.9 77.8 73.9 69.8 70.6 65.4 58.8

51.5 42.2 31.2 80.1 74.7 74.1 76.8 76 72.6 70.4 73.5 68 55.8 42 32.3 25.5 75.3 71.9 72.9 70 71.8 63.9 62.8 64.6 61.2 51.6

39.7 29.8 24.1 77.1 72.3 73.9 67.6 69.9 58.7 57.1 57.3 51.2 42.6

48.7 39.8 28.1 70.3 70.3 73.8 73.9 79.6 70.5 68.5 69 63.8 53.7

48.4 38.7 28.6 69.1 70.5 73.8 71.2 76.3 69.1 67.2 70.5 64.4 53.1

44.7 38 27.1 68.2 67.6 66 71.2 69.3 61.8 61.7 62 55 46.8

54.9 46.7 33.4 68.4 70.1 76.5 80.2 81.5 76.1 70.9 73.5 70.8 60

54.1 41.3 29.8 72.5 72 71.3 67.9 82.7 84.7 70.7 73 72.6 60.9

49.2 38.8 28.4 80.4 76.5 74.9 71.5 74.2 76.4 67.7 71.6 66 53.5

44.1 36.5 44 78.3 73 74 66.6 65.5 60.6 59.6 60.8 55.5 47.7 40 32.7 26.3 68.1 66.9 72.6 68.8 63.2 56.1 55.1 53.7 48.6 42.5

40.8 33.5 26 64.1 65.8 71.9 73.4 62.6 56.3 55.9 52.9 48.3 43.8

37.5 30.4 25.1 61.9 67.2 65.4 63.3 58.7 56.5 54.9 55.8 51.8 41.9

47.4 37.6 27.6 65.3 72.4 74.9 67.4 66.9 68.9 66.4 69.7 62.8 51.9 41 35.3 37.5 63.9 69.4 74.4 65.2 63.5 63.2 59.1 62.8 56 45.1

47.6 41.9 61.3 61.7 71.8 79.4 70.7 64.9 62.3 59.7 61.1 57 50.1 45 42.8 63.1 61.4 73.1 80.3 69.5 64.4 57.2 54.9 55.6 51.7 48.8

46.7 40.9 30.9 63.4 72.2 80.2 70.2 67.1 58.9 58.5 58.4 54.7 49.9

51.9 46 36.6 63.5 70.3 74 75.8 65.8 64.9 64.5 64.2 59.2 54.3

51.6 45.1 35.8 72 70.1 70.3 73.8 76.6 69.3 66.4 66.4 60.1 53.5

54.2 46.6 33.6 63.2 75.2 76.5 92.6 76.5 68.7 65.5 66.2 61.1 55.9

52.4 44.1 37.4 64 74.9 72.8 79.5 70 69.2 67.9 70.2 66.5 56.2

50.9 43.6 54.9 75.8 76.6 75.3 76.7 70.2 69.2 67.2 70.2 66 55.1 60 53.4 41.4 73.4 73.4 80.4 83.9 78.3 79.3 80.8 76 70.7 65

51.3 42.1 30.4 73.7 75.3 79.8 83.9 79 74.8 74.4 73.8 68.5 59.4

48.7 40.8 31.3 67.7 69.9 77.1 72 69.4 65.1 65.8 67.4 64.6 53.4

46.3 38.2 34 63 66.7 74.6 71.1 64.2 61.3 58.8 60.8 55.5 48.5 50 41.3 31.8 76.5 72 74.5 70.7 64.9 61.1 59 58.7 57.8 54.7

49.5 40.4 30.1 71.3 66.2 73.2 75 66.1 67 64 66.5 63.1 54.7

42.6 32.7 24.9 67 67.8 68.1 68.7 64.6 62.8 60.6 63.1 59.3 48

41.9 35.7 25.4 66.8 68.1 69.5 71.3 67.5 61.8 58.2 57.3 51.2 44.2

44.9 36.4 28 67.2 71.6 83.6 73.3 68.6 62.8 59.5 60.6 55.4 47.7

48.4 40.1 30 66.9 70.2 81.7 70.7 69.9 70.8 69.1 72.2 67.2 53.5

42.2 33.1 26.6 72.4 70.6 70.6 66.1 67.6 62 60.3 61.8 57.5 46.2

54.3 44.1 31.4 69 72 74.2 74.6 72.2 72.7 70.5 74.5 68.2 57.4

52.2 43.5 45.8 68.9 72.5 74.4 76.8 71.2 73.6 71.5 73.5 69.5 57

44.3 36.8 26.9 72.3 72.1 72.2 90.2 72.3 72.6 68.9 69.1 64.4 53.9

41.3 32.6 25.5 70.4 70.2 72.1 72.3 65.6 57.9 57.3 54.7 48.3 42.2

42.4 34.4 27.7 68.3 71.4 72.3 73.2 63.4 60 56.8 60.2 56.6 45.6

50.4 43.3 33.4 77.5 72.6 78.9 73.6 69.6 66.9 63.3 65.8 61 52

44.7 36.5 26.9 67 69.3 73.2 75.8 66.8 61 59.8 60.2 54.6 48.5 NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona. Raw Data 1/1 LZSmax 8000 1/1 LZSmax 16000 1/1 LZSmin 8.0 1/1 LZSmin 16.0 1/1  LZSmin 31.5 1/1 LZSmin 63.0 1/1 LZSmin 125 1/1 LZSmin 250 1/1 LZSm in 500 1/1 LZSmin 1000 1/1 LZSmin 2000 1/1 LZSmin 4000 1/1 LZSmin 8 000

40.1 29.6 73.2 68.2 67.6 67.5 66.5 60.3 55.6 57.4 52.8 42.6 36

38.7 30.5 62.7 66.3 66.1 66.8 62.6 57 53.8 56.4 51.6 40.8 32.7

42.3 33.1 58.1 67 67.6 66.7 63.7 58 54.5 56 51.4 41.7 33.1

38.8 28.1 56.4 66.5 68 66.6 62 57.2 53.9 55.4 51.3 40.9 32

40.9 34.3 59.2 66.1 71 68.6 65.8 61.6 58.5 60.8 54.4 45.7 37.2

39.7 42.7 60.2 65.3 68 68.5 62.4 56.4 53.8 54.3 48.4 41.1 32.8

39.9 30.1 59.2 65 66.3 68.4 63 58.3 54 54.4 48.9 41.1 31.4

43.9 34.7 58.9 68.2 66.1 68.4 66.6 64.1 58.6 61.4 57.4 47.5 37

42.9 31.9 57.3 65.7 66.2 67.8 65.5 63.4 58.4 61.4 58.1 47.4 36.6

41.4 32.4 57.3 65.9 68.4 68.2 65.8 64 60 61.8 56.7 46.3 35.7

40.4 32.2 60.2 65.6 68.3 67 63.3 60.4 56.2 57 51.8 43 33.3

35.8 32.1 57.7 66.1 65.6 65.5 60.6 55.2 51.3 50.8 44.5 37.4 30.8

38.8 30.3 64.4 67.1 65.4 65.9 60.7 55.2 51.8 51 45.4 38 29.8

44.9 34.3 63.4 68.3 65.3 67.5 64.7 62.2 57.3 60.5 56.7 45.9 37.1

42.1 34.3 65.4 66 66.8 67.4 65.4 59 55.1 56.6 51.6 43.3 35.4 47 38.1 66.9 66.5 65.7 69.4 64.7 60.6 56.1 57.1 51.5 41.7 33.7

44.6 35 61.6 65.7 66.9 68.2 66.5 62.7 59.4 60.4 56.1 45.5 36.4 49 38.6 69.9 66.6 66 68.1 64.3 62.5 59.4 61.3 57.1 47.3 37.2

45.1 34.4 61.9 66.7 66.3 68 63.8 61.3 60.3 62.3 55.4 46.1 36.5 42 33.2 66.9 68.6 70.5 68.9 65 61.5 57.9 58.8 53.3 43.7 33.6

42.9 28.5 67.4 67.2 65.4 66.9 61.6 55.2 52.8 52.4 46.7 40.1 31.4 39 29.1 57.8 65.1 66.1 66.9 63.8 56.7 52.4 52.5 47.1 39.8 30.1 39 29.1 59.2 66.4 67.3 67.4 65.3 58.1 54.3 54.4 48.7 41 31.9

42.3 32.2 65.7 68 67 69.7 67.1 61.9 59 58.5 51.7 43.3 33.3

40.1 29.5 68 65.4 66.9 66.6 64.1 57.6 54.8 54.8 50.5 41.5 31.9

42.6 34.6 62 65.8 67.4 67 63.4 61.3 57.9 59.4 56.5 46.7 37.1

41.5 33.5 62.9 66.4 69.2 66.9 62.9 62 57.9 60.1 55.9 45 35

44.4 34.7 58.8 65.2 67.7 66.9 63.4 59.8 56.7 59.2 54.9 45.6 36.3

42.7 32.9 59.3 67.1 67.4 66.1 65 59.5 55.8 54.6 49.6 42.7 31.8

55.3 48.8 60.8 66.6 66.6 66.7 66.3 60.3 57.1 57.6 55.7 48.7 38.6

42.4 32.7 58.5 63.7 65.3 68.3 65.3 59.3 56.5 58.2 53.7 44.9 35

45.7 36.4 62 64.7 69.1 68.8 66.2 60 55.8 56.4 53.4 46.4 37.6

44.1 36.7 60.6 64.9 70.6 68.3 66 59 54.9 55.4 52.2 46 38.4 41 28.1 58.6 65.9 67.9 68.8 64.7 58.1 54.9 55.9 49.7 41.3 33

49.7 39.5 61.7 67.5 67.7 66.5 63.8 56.8 54.1 55 49.9 42.6 36.2

40.4 33.1 66.7 67.3 66 67.3 62.8 58.3 55.4 56.6 50.9 42.8 37

41.1 31.2 66 67.1 66 68.5 63.2 62 57.4 60.8 54.9 44.6 35.9 41 32.5 71 67.3 68.4 66.7 62.6 58.6 53.6 55.5 50.3 41.9 33

41.6 31 60.4 65.2 67.4 66.1 62.4 55.5 51.7 52.2 45.7 37.2 28.5

40.8 31.7 57.8 63.9 67.7 67.8 62.5 54.8 50.8 51.1 44.5 36.3 26.3

42.3 39.4 58.1 64.1 68.8 67.3 64.9 62.1 57.9 60.5 56.7 46.8 37.4

42.5 53.3 59.1 64.3 67 69.1 65.4 59 56.6 57.1 51.5 43.3 34.8 43 34.8 58.9 66.3 66.6 69.7 65.8 61 57.6 58.5 53.4 43.3 34.7

41.7 31.1 62.9 68.6 66.7 68.1 61.9 57.1 54 54.5 49.1 40.6 34.3

39.9 30.5 71 69.7 66.8 67 64 60 55.3 58.3 53.5 44 35.3

47.1 35.4 71.2 68.1 65.8 68.1 67.3 57.1 53.5 53.6 48.7 40.3 33.8 47 35.2 71.8 72.2 67.1 65.7 62.9 58.7 55.5 55.3 50.2 40.5 33.8

35.9 35.4 72.6 70.3 66.9 65.3 61.3 54.9 52.7 53.3 48.2 38.8 32.9 34 27.8 70.8 70.5 68.2 64.2 60.5 54.4 51 50.7 44.2 36.4 28

50.2 37 67.8 65.8 66.4 66.4 61.5 54 50.8 50.6 44.3 36.3 28

49.6 38.4 67.7 67.2 67.4 67.2 64.9 61.4 56.2 58.5 52.7 43.8 34.8 41 30.8 63.7 67.1 67.2 65.9 63.3 58.8 54.3 57.6 51.8 42.8 33.9

40.2 29.7 61.4 63.6 65.6 66 61.3 57.3 53.9 56.2 51.1 41.1 32.4

45.3 32.1 59.5 63.1 64.4 65.1 62.4 58.1 53.6 56.4 50.9 43.2 33.8 44 25.3 58.8 64.2 64.1 65 62 58.4 53.1 54.2 49.3 41.4 31.6

33.1 24.6 59.5 68.5 67.8 67.2 62.2 55.9 51.9 52.1 46.9 38.7 28.8 40 30.1 61.6 66.3 67.5 66.3 62.1 57.1 52.3 53.8 46.9 38.2 29.8 46 46.8 59.2 66 67.1 67.4 64.5 59.2 55.1 54.3 48.2 40 31.2

43.6 35.5 65.7 64.9 65.5 66.3 61.9 54.9 51.6 52.8 47.1 39.7 29.1

30.1 24.4 60.6 63.6 65.4 64.8 59.5 54 51.3 51.4 44.5 36.6 28

46.8 35 60 64.1 65.8 65.3 59.7 54.5 51.3 51.4 44.6 36.7 28.3 NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona Raw Data 1/1 LZSmax 8000 1/1 LZSmax 16000 1/1 LZSmin 8.0 1/1 LZSmin 16.0 1/1  LZSmin 31.5 1/1 LZSmin 63.0 1/1 LZSmin 125 1/1 LZSmin 250 1/1 LZSm in 500 1/1 LZSmin 1000 1/1 LZSmin 2000 1/1 LZSmin 4000 1/1 LZSmin 8 000

37.1 28.3 57.9 66.1 66.3 64.2 60.7 56.1 53.9 54.7 48.5 37 29.8

36.2 29.1 57.9 65.6 64 62.1 59.3 53.5 51.1 54 48.5 35.3 26.8

38.7 30 58.1 65 71.7 63.5 60.6 56.9 54.1 50.6 45.3 36.3 30.6

46.5 36.8 58.8 63.6 64.6 63.4 60.4 55.8 49.3 49.1 44.3 35.3 27.9

44.2 34.3 59.4 62.8 63 62.1 63.2 60.1 55.4 50.4 44.6 35.5 26.1

47.9 36.5 59.2 62.7 62.5 63.4 63.3 58.6 54.5 51.7 45.8 37.2 29

47.4 49.7 60.8 66.9 66.9 65.1 61.7 59 56.5 56.7 50.5 40.5 31.7

42.8 55.7 58.6 66.9 69 64 59.3 57.3 54.3 54 48.7 38.4 29.1

46.8 48.9 57.2 69.1 71.1 68.8 65.5 58.9 55 54 48.8 40.8 34

45.2 31 57.7 69 72.9 66.7 64.7 58 53.5 51.3 47.7 42.9 36.2

43.8 34.8 57.8 65.9 72.5 66.5 68.3 57.3 53.2 50.9 47.4 42.6 35.6

50.9 40.9 59.9 65.1 66.9 70.4 68 63.9 59.2 57.6 54.4 48.8 41.9

50.8 41.9 58.9 65.6 67.5 70.3 67.4 63.4 60.5 61.6 58.9 52.1 44.3

51.6 43.4 58.4 67.1 66.7 68.7 63.9 60.5 57 58.4 54.4 42.9 31.5

47.7 59.9 60.8 68.2 67 67.6 64 63.3 58.6 59.3 53.5 45.9 37.9

37.8 45.4 57.7 65.3 63.9 61.5 57.5 52.7 51.1 51.3 44.7 35 26.6

47.2 32 55.4 65.4 64.3 64 62.5 59.8 56.2 55.5 49.1 41.3 30.4 48 38.2 58 63.5 65.7 65.1 63.9 58.8 54.5 55.1 49.6 42.1 31.5

50.3 37.8 57.6 63.6 66.5 67.5 66.1 60.2 57.9 58.2 52.8 44.2 36.8

52.1 41.5 63 64.3 67.5 69 68.9 63.1 62.8 64.5 60.1 48.4 38.9

48.4 37.1 64.4 67 68.2 67.6 69.1 63.5 59.9 62 57.7 46.3 36.1

39.3 28.9 68.4 65.3 68.6 65 66.7 56 53.6 53.4 48.4 39.1 29.6

33.6 27 69.1 68.1 68.7 63.6 65.9 55.1 50.7 50.1 44.4 37.1 27.2 45 32.5 64.4 65.9 68.6 64.2 65.8 55.2 50.9 50.2 44.4 36.8 27.3

43.5 33.6 62.8 65.8 63.6 63.8 61.9 58.3 54.3 58.1 53 41.4 32.5

40.9 29.2 61.2 63 61.6 63.2 62.3 57.4 54.5 55.2 50 41.2 32.4

52.7 38.8 58.6 64.4 63.4 66.8 64.9 61.3 58.4 60.3 54.6 44.5 35.2 48 36.1 63.6 66.3 63.5 64.2 65.2 62.9 60.8 62.9 57 45.1 34.6

43.1 32.2 63 67.5 64.2 63.3 59.6 56 53.5 55 49.9 40.2 32.2

39.7 52.9 64.6 65.5 69.4 63.1 59.3 55 53.7 53.7 48.6 40.2 32.9

35.2 42.4 55.5 62.7 70.1 61.5 57.8 52.8 50.9 50.2 44.9 38.2 29.9

36.4 27.1 56.3 62.3 63 60.6 56.3 51.4 50.4 49.6 42.2 34.1 29.2

34.7 27.7 54.9 63.4 62.5 58.2 55 48.9 48.4 48.4 41.6 32.9 24.3

41.4 31.2 58.5 64.9 65.1 62.4 57.9 56.4 54.9 55.8 51.8 41.9 34.7

38.3 43.1 59.4 65.2 69.4 62.6 58.1 54.6 51.3 52.7 48.5 39.9 33.3

46.8 70.8 56.3 66.5 72.1 63.6 58.7 55.1 51.3 52.7 49.5 40.5 33.6

50.6 73.4 57.7 68.6 76.6 65.7 60.1 55.5 52.5 53.2 49.1 44.6 38.7

44.3 43 57.7 67.3 73.8 64.8 61.9 55.7 54.1 54.1 49.9 44.6 38.8 49 40.2 58.2 66.6 66.7 69.6 63.3 58.8 56.8 57.2 53.7 49.6 43.3

47.7 39.3 59 64.3 66 64.7 62.6 60.5 57 58.7 54.5 47.2 38.9

49.1 36.4 58.9 65.4 65.8 73.3 67.7 61.5 62.2 62.7 56.3 51 43.6

49.4 45.2 59.1 67.9 67 66.5 62.8 60.3 58.2 59.4 54.1 45.3 35.4

48.6 63.2 63.1 67.3 69.5 68.5 63.7 63.4 60.9 61.5 56.4 48.9 39.9

58.6 46.5 61.2 65.1 67.5 70.5 65.6 64.8 62.7 60.5 54.2 49 39.8 52 40.5 60.8 66.4 68.7 67.1 67.6 63.1 61 61.6 57.8 46.2 37.5

45.4 36.3 57.9 64.3 66.5 63.5 62.8 60.1 57.7 58.7 52.4 44.2 35.8

41.1 41.1 56.1 63 71.3 64.8 60.8 57.7 55.7 55.4 51.3 44 35.9

45.8 35.8 60 62.8 66.4 63.2 60.5 57.2 53.3 53.5 49.9 45 36.8

45.8 35.9 58.2 61.5 67.1 67 63.2 60.6 57.8 57.8 54 47.7 38.5

38.5 28.9 57.3 61.8 63.8 63.7 58.8 55.1 52.8 52.3 48.1 39 29.3

41.4 27.9 62.7 64.8 66.2 68.3 64.4 58.7 56.2 55.6 49.4 40 30.7

39.3 30.8 62 67.6 66.5 67.9 64.5 59.3 54.8 55.1 49.8 41.9 33.2

44.5 34.6 61.1 66.4 66.7 65.2 63.6 56.7 53.8 53.5 48.5 43.1 35.7

37.4 29.3 62.6 66.3 66.2 63.5 60.1 55.8 53.3 53.4 48.5 40 31.3

47.9 34.3 61.7 65.1 67.8 65.1 61.1 62 58.8 61.6 57.6 44 33.7

47.5 53.1 61 66.8 69 70.3 65.4 65 62.5 61.7 55.7 46.7 37.4

44.7 39 63.6 67.4 69.5 71 64.8 56.7 54.2 53.5 47.3 39.9 31.7

33.9 26.6 64.9 67.4 69.2 64.2 61.2 55.6 53.6 53.3 47 40.3 32.1

36.2 30.3 63.2 67.1 69.5 64.2 60.5 55.6 53 53.3 47 40.4 32.5

45.6 35.2 61.7 67.7 70.3 68.6 63.1 59.8 56.8 59.1 54.2 45.6 36.2

40.6 29.9 58 66.2 66.8 66.9 61.7 55.2 51.8 51.3 44.5 37.2 27.4 NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona. Raw Data 1/1 LZSmin 16000 1/3 LZeq 6.3 1/3 LZeq 8.0 1/3 LZeq 10.0 1/3 LZeq 1 2.5 1/3 LZeq 16.0 1/3 LZeq 20.0 1/3 LZeq 25.0 1/3 LZeq 31.5 1/3 LZeq  40.0 1/3 LZeq 50.0 1/3 LZeq 63.0 1/3 LZeq 80.0 1/3 LZeq 100 1/3 LZe q 125

28.4 74.7 77.4 71.5 70.8 66.8 63.6 62.6 63.8 64.5 61.7 64.3 63.2 56.5 67.2 26 71.4 66.1 62.2 64.4 65 64.2 63.8 62.3 69.2 66.5 64.6 59.5 58.1 62 26 56.3 55.1 58.2 62.2 64.7 64.6 65.4 64.9 67.2 64.1 64.9 69.5 64.6 63

24.7 55.3 55.1 56.4 61.5 64.8 63.8 67.3 68.8 63.5 62.6 65.2 60.3 57.8 60.7

27.6 54.7 58.1 57.2 60.4 65.3 65 69 65.5 70.4 66.9 66.3 63.7 62.4 63.2 25 67.5 62.1 63.5 62 63.4 63.8 65.2 65.2 66.3 66.5 67.6 64.6 61 62.7 25 63 60.9 58.7 59.2 62.1 64.3 61.8 63.3 65.2 66 67.8 62.9 60.9 63.7

27.3 54.6 55.6 58.4 62.2 66.2 65.7 63.9 63.5 64.7 66.9 68.9 68.1 64.3 67.2

26.2 51.9 55.5 57.6 59 64.4 63 62.7 63 65.5 64.1 65.6 60.6 64.4 63.7

26.1 51.6 54.2 57.4 60.7 63.2 63.7 62.7 63.2 72.2 65.9 70.1 64.9 65.6 62.4

25.6 53.5 57 62.1 60.7 63.5 63.3 62.2 64.2 69.1 65.3 66.7 65.2 61 61.4

25.4 56.7 58.5 59.7 62.5 63.9 63.9 64.5 61.7 60.1 63.2 65 61.3 54.4 59.3

24.7 70.4 68.1 66.5 66.1 66.2 63.9 63.3 61.1 61 62.3 66.3 64.5 58.8 62.4

29.1 67 66.6 66.3 68.7 66.5 65.5 65.1 64 68 68.2 69.8 65 64.6 64.7

27.1 72.7 73.4 68.7 66.9 63.3 63.5 61.8 64.8 66.7 67.7 65 64.1 65.9 62.2

26.1 68.4 65.5 66.5 66.8 63.7 62.8 61.6 62.6 64.9 63.5 70.9 70.5 62.4 62.7

27.2 66.2 62.1 60.8 62.8 63.1 62.3 63.7 64.5 65.9 64.8 66.4 67.8 62 63.5

27.2 70.7 70 66.1 66.2 66.7 64.4 64.3 61.1 63.8 64.1 65.5 69.6 62.7 65.4

26.5 66.8 66.5 61.1 62.9 64.2 65 64.5 64.3 70.6 64.8 66.3 63.2 60.8 62.5

25.7 69.8 67.9 67.7 66.1 67.7 65.9 65.1 68.6 68.5 67.6 66.8 61.3 60.3 62.8 24 67.5 64.9 64.1 64.1 63.8 63.9 63.4 62.1 61.7 63.5 66.2 60.4 57.7 62 24 63.7 58.7 56.2 59.9 61.5 63.5 64.4 60 66.6 64.6 66.9 63.6 58.9 69.3

24.6 63 60.5 59.8 61.3 64.9 65.1 65.4 60.7 64.1 62.9 73.6 70.4 63.3 67.2

25.3 67.2 67.2 67.7 66.4 65.9 65.7 68.2 65.2 67.5 64 68.2 71.7 67.6 63.6

24.7 69.6 67.8 63.4 62.7 64.3 64.9 68.3 65.2 64.2 63.3 65.7 60.6 61 61.4

26.2 63.9 61.8 62.5 62.2 65.9 66 65.1 64.8 66 61.9 65.9 62.3 60.1 61.2

26.3 68.7 63.4 62.6 62.4 66.4 63.7 66.1 66.4 67.1 63.7 65.9 60.4 60.2 61.7

26.9 56.8 58 57.1 60.3 63.3 64 65.1 63.2 63.2 65.1 65.4 61.3 63.9 61.8

23.8 56.6 58.4 59.3 65.2 67.4 68.5 64.3 64.4 62.6 62 65.4 60.4 60.1 61 25 55.8 61.3 61.8 60.9 65.4 65.7 65 63.3 63.1 62.6 68.3 62 60.8 64.7

25.8 53.8 57.2 56.9 60.4 62.5 61.9 63.3 63 63 62.8 67.2 68 61.4 63.5

26.2 58.7 58.3 60.3 61.3 61.8 63.2 68.2 67.7 66 66.2 66.2 69.5 64.6 63.3

27.9 58 57.7 57.9 60.8 63 64 69.3 66.5 71.5 68.4 66.9 64 63 63

24.6 61.6 62.2 60.5 63 65.5 63.4 64.5 64.5 67.4 67 66.7 63.2 62.9 64.4

28.2 61.8 62.6 63 63.5 65.5 65.4 66.8 65.8 66.2 63.1 65.6 64.3 67 63.2

28.5 75 73.2 69.8 69.9 68.2 67 66.5 64.1 65 63.5 66.7 60.5 60.7 60.8

26.9 70 69.5 65.3 64.9 67.4 65.1 65.9 64.8 66.8 66.6 68.6 62.8 66.2 66.2

25.2 74.1 71.8 69.4 69.3 67 64.3 66.4 68.6 69.5 64.1 65 62.1 59.9 62.1

24.2 63.2 63 60.5 61.1 64.3 64.1 65.8 64.9 63.7 65.6 64.5 58.1 59 61.6 24 55

54.3 57.2 57.0 62.5 62.3 65.7 64.3 63.1 65.3 65.3 60.3 59 61.9

27.6 53.6 57.3 56.1 58.8 62.5 61.6 65.9 65.3 67.1 67.8 66.4 62.1 61 63.2

26.8 53.8 56.5 58.2 59.9 63.3 62.4 65.8 64 63.8 66.7 67.2 62.1 61.9 64.5

26.6 57 53 58.4 59.8 65.1 65.8 64.3 67.4 64.9 68 66.2 65.4 63.3 64.3

26.6 68.4 65.4 63.1 64.9 66.5 66.7 64.8 62.3 63.8 66.6 66.9 58.9 57.9 60.8

26.6 72.6 70.7 69.2 70 67.6 65.2 64.5 64.1 67.4 64.5 68.1 63.1 62.2 61.8

26.7 70.8 69.1 68.2 67 67.7 66.7 64.2 64.3 63.2 64.8 68.5 66.2 65.9 65.6

26.6 71 72.8 70.7 70 70.4 69.7 69 68.2 70.7 69.3 67.4 63.5 62.1 62.7

26.3 74.6 72.2 69.9 68.4 67.4 67 66.3 63.8 63.1 61.3 64 58 55.9 59.9

24.1 71.6 69.9 69.5 68.8 68.3 68.8 65.9 64.2 63.1 60.7 62.5 57.4 55.7 61

24.1 69.7 68.7 67.9 64.3 64.9 63.5 67.5 62.8 64.4 63.9 65.3 63.7 61.1 65.9

26.8 65.9 65.3 66.3 65.5 63.8 64.6 64.6 62 68.1 65.2 65 62.4 61.8 62.5

26.9 65 64.1 62.5 62.2 64.6 65.8 64.8 66 68 63.8 64.3 60.3 59.5 61.9

24.4 59 62.8 59.6 57.4 61.5 61.4 62.7 62 63.5 61.8 65 60 58.8 60.6

24.4 52.3 60.4 56.3 56.3 62 59.9 62.6 59.9 62.3 61.1 66.3 59.4 62.4 60.7

24.3 57.3 58.1 54.4 57.5 63 63 64.1 63.4 64.3 63.3 65.3 67.3 64 59.7

23.7 58.1 58.9 56.4 60 67.4 66.5 64.9 64.3 64.7 65.5 66.4 60.1 58.2 59.7 24 58.6 58.1 57.5 60 64.8 63.6 64.8 62.9 64.5 65.3 65.6 61.7 57.6 61

25.9 57.5 58.2 57.4 59.8 64.6 63.4 65 63.6 64.6 64.2 65 62.7 60.1 62.7

23.9 67.9 64.4 63.7 62.5 63.4 61.8 64 62.5 62.6 64.4 63.1 58.1 58.3 60.3

23.7 65.6 62.1 60.4 60.1 62.9 60.5 63.5 61.5 61.7 62.7 62.7 57.6 56.4 58.1

23.9 56.3 57 58 60.9 62.8 60.5 64.3 61.6 61.8 66.7 71.2 62.2 62.3 65.5 NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona Raw Data 1/1 LZSmin 16000 1/3 LZeq 6.3 1/3 LZeq 8.0 1/3 LZeq 10.0 1/3 LZeq 1 2.5 1/3 LZeq 16.0 1/3 LZeq 20.0 1/3 LZeq 25.0 1/3 LZeq 31.5 1/3 LZeq  40.0 1/3 LZeq 50.0 1/3 LZeq 63.0 1/3 LZeq 80.0 1/3 LZeq 100 1/3 LZe q 125

24.7 53.7 54.5 53.8 60.9 63.3 63.4 66.6 58.4 57.9 58.6 61.1 57.9 59.1 53.4

23.6 54 54.3 57 59.3 63.2 63.7 66.3 59.8 66.2 57.4 61.3 61.2 62.3 54.8

24.5 53 56.9 57.8 57.9 63.1 63.4 71.6 68.6 62.8 58.3 61.3 61.7 60.7 57.6

23.9 53.6 56.2 57.4 58.2 63.1 63.2 69.9 61 61.1 65.1 67.7 68.6 76.4 81.6

23.3 55.8 59 55.9 57 61.7 61.9 62.1 61.6 59.2 61.7 64.3 63.4 70.4 67.5

23.3 54.9 58.1 57.3 58.9 62.7 61 61.9 61.2 62.1 64.9 61.9 63.7 64 62.7

27.1 58.4 59.2 57.9 62.7 67.2 63.5 62.8 62.4 69.3 62.6 65.4 60.6 60.9 61.5

24.3 60.2 56.6 57 62.2 65.8 63.7 66.7 65.7 69.3 72.7 63.4 59.3 59 69.4

28.5 53 56.3 56.7 62.3 67.4 67.4 66.2 70.1 70.8 66.8 65.8 62.4 58.7 63.1

27.5 59.2 59.8 57.6 62.4 66.2 67.2 71 70.4 68 65.3 64.2 63.9 62.1 64.9

27.2 59.6 59.2 58.2 61.2 64.9 65.4 71.6 69.7 66.8 65.8 65 67.5 66 71.3

31.8 59.3 57.3 56.5 59.4 64 61.7 62.3 64.5 65.3 68.3 73.6 68 64.4 70.1

33.8 56.4 57.6 57.4 58.4 64.9 62.4 63.7 77.4 68 70 69.5 70.7 70.8 68.2

24.2 54.4 57.7 56.4 60.2 65 64.9 63.4 64.3 61.8 76.9 79.9 77.7 81.6 80.6

29.1 64.2 64.1 65.7 65.1 66.4 67.1 66.7 65.9 71.2 65.8 63.6 62.2 66 62.4

24.4 63.9 64.4 62.2 60.7 62.8 65.4 64.5 59.5 57.3 58 64.8 60.8 59.1 59.1

23.8 52.8 54.6 54.8 58.1 64.8 64.6 66.1 71.1 66.1 60.2 64.2 66.2 64.5 64

23.9 60.9 58.7 58.1 58.6 63.7 63.9 63.9 60.7 61.2 61.5 63.2 63.8 63.6 61.1

25.6 68.5 63.4 61 59.3 63.9 60.3 63.2 64 66 64.3 63.5 66.4 68.1 63 29 70.3 66.7 64.2 65.6 65.5 64.7 66.9 63.3 66.4 64.7 69.1 69.5 66.7 69.4

26.6 69 69.9 67.1 67.1 66.6 64.7 65.2 65 67.2 68.9 66.9 64.1 65.7 66.9

23.8 69.3 65.7 67 63.1 65.2 62.7 69.7 65.4 62.7 66.2 61.7 61.2 61.4 66.4

23.3 68.8 69.7 65 65.7 65.6 65.5 69.7 63.8 61.4 62.4 60.7 59.2 60.9 65.5

23.4 66 63 59.3 61.5 65.1 62.2 69.5 61.6 65.3 65.4 66.7 62 64.6 72.5

24.3 62.7 62.2 58.4 63.3 64.8 61.6 62.1 61.2 67.6 62.6 66.2 62.3 59.8 63.8

24.3 63.4 59.7 58.5 57.6 62.8 59.8 60 58.3 58.5 58.3 62.4 65.8 63.5 62.7

25.1 59.9 59.1 57.6 59.6 64.7 62.8 65.8 65.2 68.6 69.8 69.8 66.8 72.5 69.2

25.1 65.6 62.6 61.4 63.1 65.1 64.5 62.3 59 64 60.4 61.6 59.5 77.3 63.8

25.4 70.5 70.6 68.8 68.3 68.2 67.4 66.3 68.4 65.7 61.3 64 62.4 62.4 60.4

25.7 71.4 68.5 64.7 62.8 65.6 63.9 69.7 67.2 62.9 60.6 59.4 58.4 57.1 59.6

24.7 62.2 59.6 54.2 56.7 61.4 61.4 69.3 65.4 62.5 62.9 58.2 55.7 55.1 57.1

24.9 56.3 53.7 55.2 58.5 60.2 58.8 63.7 63.3 58.7 65.6 66.6 55.2 55.7 55.1

23.2 52.8 51.8 56.4 57.9 61 60.5 60.3 59.1 59.4 56.7 56.5 53.4 52.4 52.1 25 57.2 55.7 57.9 60.3 65 65.3 66.6 67.9 64.2 61.8 60.7 58 59.4 59.4

25.6 58.1 58.2 57.2 58.2 65.2 60.7 69.8 65 64.2 59.8 59 56.7 56.8 56.7

31.6 52.7 54.1 55.3 58.1 65.2 65.6 71.7 72.8 68.8 63.5 62.2 60.1 58 59.3

43.1 54.5 54.4 55.5 58.6 68.3 65.8 76.6 74.8 61.1 61.5 63.8 63.2 59.8 55.5

30.2 55.3 55.9 56.6 58.4 66.8 65.7 76.8 73.4 64.3 63.3 62.8 61.2 61.2 60

33.5 57.4 56.7 56.2 61.4 64 65.5 63.3 65 66.4 69.6 70.4 61.5 60.9 60.2

29.4 64 61.5 60.7 61.5 63.1 61.8 63 65.1 61.9 63.5 66.2 65.4 65.3 67.4

30.1 54.6 56.3 57.6 62.8 66.5 66.2 63.8 66.6 69.8 87 73.9 64.8 68.4 63.5

24.9 55.8 55.4 58.2 63.4 68.5 66.6 63.3 67.1 66.8 64 70 63 62 60.8

30.5 68.2 65.7 69.2 69.4 68.5 64.8 65 66.4 70.7 67.8 70.2 62.4 61.1 62.2

27.6 67.4 63.3 60.1 59.3 63.6 65.7 63.3 65.4 74.9 70.8 77.2 69.9 68.4 71.1

27.5 61 65.9 61.7 62.1 66.8 67.6 64.8 67.4 70.9 72.1 70.3 62.7 64.6 70.7

26.6 58 60.4 56 59.5 63.8 62 64.5 70.8 66.7 64.5 63.4 59 61.1 62.1

27.2 56 55.1 55 55.9 61.2 61.5 70.8 65.4 64.5 61.2 64.2 59.9 58.1 59.6

27.9 68 64.8 65.6 64.1 62.9 61.7 67 64.9 66.9 63.1 61.8 59.9 59.9 58.2

28.8 67.3 62.2 57.3 57.7 59.8 59.6 64.1 62.7 67.4 68.2 67.1 62.5 60.3 61

23.7 58.6 53.6 57 59.8 60.4 59.5 63 59.4 60.8 59.3 64.2 57.8 57.9 58

23.8 60.6 59.5 58.8 62.1 62.5 61.7 64.6 61.5 63.2 59.3 69.1 57 59.4 64.8

25.1 60.3 61.3 58.8 61.7 67.5 64.6 68.4 76 68.8 64.3 68 61.7 60.4 65.5

26.8 58.8 60.5 58.8 62.4 64.8 63.5 66.5 68.3 64.3 61.9

65.6 61.8 63.9 62.4

24.3 65.5 65.9 61.2 62.6 63.8 64.2 64.1 62.2 64.2 60.1 61.8 57.6 58.1 58.9 27 62.3 60.9 59.2 61.3 64.4 63.8 67.8 67.2 65 67.9 66.7 63.7 63.4 63.6 27 63 61.1 61.1 61.7 66.4 64 68.8 65.4 65.1 72.2 66.2 64.1 64.5 63

24.7 66 62.5 60 61.9 65.5 65.8 67.3 63.8 66.1 69.6 83.6 61.8 64.1 65.9 25 63.6 63.8 60.5 60.5 65.1 64.8 69.3 62.1 62.8 66.3 61.8 59.7 57.7 58.1

25.8 61.5 62.3 59.3 61.2 65.4 64.5 68.9 62.7 63.8 64 65.5 58.2 59 57.4

26.4 69.8 67.3 67.7 65.6 64.2 65.9 65.9 72.6 67.1 64.7 67.8 64.9 63.9 63

23.6 58.7 58.4 58.5 59.9 62.7 64.2 63.3 64.7 64.7 68.8 68.2 59 57.7 61.2 NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona. Raw Da ta 1/3 LZeq 160 1/3 LZeq 200 1/3 LZeq 250 1/3 LZeq 315 1/3 LZeq 400 1/3  LZeq 500 1/3 LZeq 630 1/3 LZeq 800 1/3 LZeq 1000 1/3 LZeq 1250 1/3  LZeq 1600 1/3 LZeq 2000 1/3 LZeq 2500 1/3 LZeq 3150 1/3 LZeq  41/3 LZeq 5

57.6 58.4 56.4 50.7 51.6 51.7 51 52 53.1 52.7 50.5 47 42.7 39.2 36.7 34.9

56.4 55.7 55.2 51.5 52.2 50.9 52.8 55 55.1 53.2 51.5 48 44.2 41.3 38.7 36.1

63.5 61 59.2 57.6 56.8 56.4 56.5 58 58.7 55.8 54.4 50.9 47.2 44.2 41.7 38.7

57.3 55 56.5 53.8 52.4 52 53.9 55.1 55.1 53.6 53.6 49.7 45.6 42.6 39.2 36.7

61.8 59.9 60 57.7 56.2 56.5 58.1 59.2 58.6 57.1 55.5 52.3 48.8 45.9 43.6 41.1

57.2 53.3 54.7 50 49 50 50 51.5 51.1 49.6 47.4 43.5 40.7 38.8 36.7 35.1

59.8 60.7 61.3 58.6 55.2 55.8 57.8 59 58 57.6 55.2 52.3 48.9 45.4 42.4 38.7

62.2 64.5 64.3 61.4 60.6 61.4 63.7 63.6 61.8 59.9 58.3 55.5 52.1 48.6 45.8 42. 4

60.4 64.6 63.3 60.6 57.6 57.9 59.1 60.8 61.1 59.8 58.6 55.1 50.7 47.4 44.1 40. 8

61.6 63.4 62.3 58.9 56.5 57.5 58.4 59.8 60.2 58.7 56.8 53.8 49.8 46.3 44.2 41. 8

58.3 58.2 58.2 57.4 54.1 52.5 53.3 55.1 55 52.8 51.7 49 45.4 42.7 39.5 36.1

54.2 52.6 53.5 49.4 47.3 47.6 48.6 48.3 48.2 46 43.9 41 38.2 36.2 34.1 32

57.2 56.1 55.3 50.9 51.1 49.8 51.4 52.3 50.8 51.3 49.5 44.5 41.5 38.7 36.3 34. 5 60 61.2 62.6 60.2 57 57.5 59 60.5 61.5 59.6 57.8 54.3 50.4 47.6 44.8 42.4

58.8 58.1 58.2 54.2 53 54.8 55.7 56.6 56.1 54.9 53.8 49.9 46.2 44.2 41.6 39.3

59.1 60.7 61.7 58.8 57.4 57.1 58.2 59.9 60.2 59.3 59.3 56.6 52.3 49 46 42.7

65.6 61.4 65.4 62.2 58.3 58.3 58.9 59.7 60.7 59.2 58.2 55.7 51 47.7 45 42.2

65.6 61.7 62.6 59.3 57.6 58.6 59.1 60.2 60.7 58.1 57.2 54.4 51 48.5 46.2 43.7

60.5 59.2 61.3 60.1 57.1 60 60.8 63.2 61.3 58.4 56.9 53.8 50.1 47.6 45.1 42.1

62.5 60.4 60.4 57.7 54.1 54.5 55.8 57.7 57.5 54.9 53.1 50.1 46.6 44.2 42.1 38. 8

54.4 52.6 54.5 51.7 49.4 48.2 49.1 49.4 48.8 47 44.9 43.4 41.1 40.1 37.7 36.3

66.3 53.4 57.5 55.3 51.7 51.6 53.2 54.7 55.1 53.3 53.3 49.9 46.1 42.5 39.3 37

61.4 58.6 60.9 58.1 60.6 54.9 53.1 53.6 52.9 50.8 49.1 46.3 42.6 40 38 36.3

61.9 61.4 62.1 58.1 57 55.4 57 58.4 59.6 57.4 56 52.9 48.7 45.8 43.4 40

58.9 55.9 57.1 53.1 52.8 52 52.4 53.2 54.8 54.4 52.8 49.9 46.9 43.6 40.5 37.3

58.6 58.6 59.3 57.2 55.8 55.6 57.3 58.2 59.1 58 56.7 54.1 50.2 46.9 43.9 41

60.6 61.5 62 57.8 56.8 56.1 57.1 58.5 59.8 58.9 57.3 55.1 50.8 46.8 43.8 40.4

60.4 57.6 59.2 58.4 55.6 54.9 55.9 58.2 58.8 56.7 56 51.7 48.2 45.8 43.8 41.4

62.4 53.9 57.3 56 52.4 51.1 52.1 51.7 51.7 50.5 50 47.2 44.1 42 39.9 36.6

64.7 57 59.9 60.2 60.2 62.5 61.6 61.3 60.2 59.8 57.8 57 55.5 53 51.9 50.4

63.8 59.1 58.8 56.1 55.9 54.9 56.9 59 59.7 57.4 55.4 52.3 49.1 46.4 43.8 40.9

64.5 59.5 59.1 56.1 55 54.3 55.2 57.5 58.1 56.8 55.5 52.7 50.3 47.9 45.5 42.5

63.2 59.5 61.6 59.1 55.4 55.5 57.8 60.1 61.7 59.6 57.9 54.6 50.6 46.7 44.6 41. 7

65.9 56.5 55.2 52.4 53.6 52.4 51.1 52.2 52.5 52.1 49.1 45.9 43.2 41.3 39.3 36. 9

60.6 59.7 58.1 57.2 57.7 58 58.2 57.9 56.8 58.7 54 51.8 49.9 48.2 45.6 43.4

55.7 57.8 58.4 54.7 53.5 53.3 54 56.7 56.8 54.8 53.8 50.2 45.9 43 40.6 38.2

60.3 60.5 61.5 57 56.2 55.7 56.7 58.5 59 57.3 55.5 52.3 48.2 45.1 42 39.2

58.2 58.5 60.2 55.1 54.2 52.6 53.8 55.2 55.2 54.2 53.3 51 50.5 48.1 43.5 38.3

55.2 54.9 54.5 54.4 53 49.7 51.2 53.8 53.2 50.5 49.3 45.8 43.2 41.2 39.7 37.2

55.6 56.5 57.3 53.8 50.8 52.2 53.3 54.3 55.6 53.9

52.8 50.7 46.0 42.1 39.5 36.6

59.8 61.3 60.6 56.2 55.3 55.5 56.2 57.8 58.6 56.9 56 52.8 48.6 45.3 42.6 39.5

61.6 59.2 57.7 55.4 54.5 54.9 56.4 56.9 55.7 53.8 52.5 48.8 46.3 44.1 42 39.5

64.4 60 59 57.7 56.8 57.4 57.7 59.5 58.9 57.1 56.7 52.7 48.7 45.8 44.1 41.4

57.5 56.6 57.4 52.7 53 52.6 53.4 54.6 55.7 53.8 53.7 51.6 47.8 44.1 40.8 37.4

62.5 59.1 58.6 54 54.4 54.4 56.7 58.1 57.5 55.3 54.1 51 47.3 43.7 41.2 38.1

62.5 57.9 61.5 62.9 55.9 64.6 66.6 62.1 56.3 54.4 52.3 50.6 47.8 45.6 44.2 43. 3

58.9 61 62.9 59 58.8 62.8 61.8 62.2 59.2 57.6 55.4 52.4 48.9 46.2 43.9 41.1

53.3 53.6 52.7 49.6 49.9 50 50.3 50.5 50 48.5 47.2 44.4 40.6 37.8 35.7 33.6

52.8 52.6 52.2 49 47.7 47.3 47.7 48.4 48.2 45.9 44 41 37.6 35 32.8 30.3

60.4 59.9 60.9 57.7 56.1 55.9 57.1 59.2 59.6 57.3 56.5 53.4 50.4 47.7 45.9 44. 3

59.7 60.8 60.4 55.4 54.8 53.4 55.2 56.9 57.2 54.9 53.5 50.5 47.1 44.1 42.2 39. 6

59.1 60.1 60.4 55.2 54.1 54.2 54.7 57.6 58.4 56.8 55.3 52.2 47.8 44.7 42.2 39. 6

57.7 58.4 58.9 55 54 54 54.3 56.6 56.5 55.1 53.6 49.8 45.9 42.6 39.7 37.6

61.2 59.7 57.9 54.6 54.2 53.6 54.7 56.5 56.1 53.5 52.7 49.5 46.2 44.2 42.2 43. 7

59.3 59 57.3 53.7 52.6 50.7 50.3 51.6 51.4 49.8 48.4 46.1 43.2 40.2 37.5 35

56.9 54.3 53.5 49.6 48.4 48 48 49.2 49.6 47.6 46.5 44.1 41.4 38.8 35.7 32.7

57.1 57.2 56.6 51.5 51.1 50.8 51.4 53.2 55.5 53.7 51.5 49.3 45 42 39 36.2

58.7 58.6 58.8 56.4 55.9 55.8 56 57.6 57.5 55.7 54.8 51.7 48.6 46.6 44.2 41.3

52.9 52.7 51.9 47.5 48.6 47.1 47.6 49.5 49.1 47.5 46 43.1 40.2 38.9 36.1 33.6

52.9 51.6 50.7 47.3 48 46.9 47.2 48.6 47.6 45.6 43.3 40.5 37.4 35.4 33.2 31.6

61.9 61 58.8 58 57 56 59.1 61.6 58.5 57.4 56.4 52 48.3 46.1 42.6 39.3 NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona Raw Dat a 1/3 LZeq 160 1/3 LZeq 200 1/3 LZeq 250 1/3 LZeq 315 1/3 LZeq 400 1/3  LZeq 500 1/3 LZeq 630 1/3 LZeq 800 1/3 LZeq 1000 1/3 LZeq 1250 1/3  LZeq 1600 1/3 LZeq 2000 1/3 LZeq 2500 1/3 LZeq 3150 1/3 LZeq 41/3 LZeq 5

53.3 52.3 52.9 52.2 50.3 50.1 49.1 50.7 50.7 48.5 46.5 42.6 37.2 33.9 31.9 29. 2

54.1 53.4 52.4 51.3 50 50.8 51 52.8 53.1 51.8 51.6 48.3 43.9 39.7 37.2 34.1

57.5 58.7 56.1 54.5 60.8 57 53.6 54 53.3 52.1 49.6 46.1 42.9 40.1 38 35.7 76 75 71.8 68.4 62.8 66.5 60.5 58.9 57.8 56.6 55.3 52.4 49.2 45.2 43 40.5

70.6 70 63.2 60.3 59.5 57.4 54 51.1 49.7 47.8 45.9 42.4 38.6 35.5 33.2 30 62 61.5 61.6 61.3 60.8 61.2 65.2 65.5 66 65.8 64.4 61.7 57 51.9 47.7 45

63.1 62 60.3 58.5 58.1 58.3 58.6 58.7 59.8 58.7 56.9 54.1 50.1 47.4 44.5 42.2 68 60.6 61.2 56.5 53.8 52.7 53 53.1 52.9 52.2 50.5 46.7 43.1 40.4 39.9 39.7

63.2 56.1 56.5 52 52.2 49.4 50.1 50.6 50.1 49.5 48.1 47.4 46 41.8 38.9 38.2

60.4 53.6 54.4 52 51.3 48.4 48.8 48.4 48.5 47.5 46.3 45.3 43.3 41.4 38.8 36.6

71.3 63.6 59.9 56.4 56.3 53.4 49.9 51.8 49.3 48.9 47.4 45.6 44.1 43.1 41 38.9 71 63.9 61.3 56.2 57.4 56 55.6 56 56 55.5 54.8 52.9 50.8 50.3 48.2 45.7

63.3 64.8 60.6 59.9 59.7 58.7 57.6 59.3 59.6 57.7 56.9 54.9 53 50.9 49.2 47.8

73.7 71 64.3 62.8 58.4 57.7 57.7 58.9 59.3 58 58.8 56 51.9 48.5 46.3 43.9

62.8 64.7 61.9 59.6 58.8 59.3 60.2 63.6 62.7 60.1 59.6 56.4 51.9 48.5 46.3 44. 5

53.6 53.8 51 53.8 51.3 49.4 49.7 49.6 49.2 46.5 44.3 41 38 37.1 35.7 31.8

60.9 59.1 59.5 56 55.3 55.4 55.7 55.6 56.2 54.9 53.1 51.8 48.7 45.3 44.2 43.9

59.4 58.7 57.3 53.8 55 55.5 54.9 56.4 55.2 54.7 53.4 51.2 49.6 48.8 46 43.4

67.9 64.4 59.8 59.4 59.8 59.2 58.5 59.7 59.8 58.6 56.5 54.2 51.6 49.1 47.3 45. 4

67.8 65.6 65.6 59.2 61.3 61.8 61.6 63.1 63.4 62.5 60.9 57.5 53.6 49.7 47.6 45. 5

67.3 64.6 62.6 59.5 60.1 60.3 60.2 61.3 64.3 62.6 60.9 58 53.6 49.1 45.9 42.6

64.1 57.7 56.2 52.7 53.5 52.2 52.5 52.6 53.8 51.7 49.5 46.2 42.8 39.8 36.2 33. 3

61.3 54.1 51.7 49.4 49.7 49 49.7 49.8 49.2 48.6 45.8 42 39.3 36.7 35.3 30.9

68.7 61.4 60.4 60.1 58.5 58.6 57.3 58.9 60.4 58.3 56.9 53.7 49.8 45.6 42.4 42. 8 70 60.1 60.7 56.5 56.3 56.6 57.5 60.6 62.5 60.3 58.2 54.7 49.5 45.6 43.2 40.4 57 55.8 55 54.1 54.2 53.4 54.4 55.6 54.6 52.4 50.4 47.2 44.5 41.7 39.5 37.2 67 67.6 65.9 65.3 62.1 62.5 62.4 64.6 65 64.6 64.3 60.6 56.3 52.4 49.5 46.5

63.9 78.7 63.5 64.3 63.5 62.4 61.3 61 62.5 63.5 62.8 61.2 58 52.3 47.4 43.1

62.8 62.2 61.5 56.9 57.2 57.7 57.9 61.4 63.4 61.3 59.2 56.3 50.6 46.8 43.8 40. 2

55.4 54.1 53.5 50.7 51.3 51.7 51.8 53.2 51.6 50.3 49.5 46.2 43.2 40.7 39.6 36. 4

53.7 50.5 48.8 48.1 48.4 48.3 47.4 46.9 46.8 45.1 43.2 41.2 38.8 37 35.1 32.3

52.2 50.8 48.5 48 49.7 48.3 47.9 47.6 46.9 44.9 43.5 40.7 39.1 37.5 36.2 33.4

51.2 47.6 48.3 46.1 45.7 46.6 46.7 48.3 47.1 45.6 44.7 41.8 37.5 34.6 32.2 30. 1

58.3 59.5 60.9 57.9 56.5 57.2 57.4 59.6 61.5 58.5 55.6 52.6 48.8 44.9 42.2 38. 9

53.9 53.6 53.4 50.3 48.7 50.2 50 52 52.5 49.9 48.4 44.4 40.9 38.2 36 32.9

56.3 55.2 55.1 51.9 50.8 51.4 52.3 52.8 53.3 52.2 51.5 49.5 47.2 44.1 42.6 41. 4 54 51.5 52.4 49.6 48.9 48.9 49 49.7 50.6 48.4 47.1 44.6 42.5 41.4 40.5 38.2

56.8 53.4 53 51.3 52.7 51 50.9 51.6 52 49.8 48.2 46.3 44.6 43.4 42 39.4

58.1 58.9 57.2 55.6 55.8 55.9 55.2 56.2 56.8 55.9 54.1 52.1 50.3 48.4 47 45.3

65.2 62.4 62.2 59.2 58.4 58.1 58.6 59.7 59.7 57.6 55.3 52.7 49.8 48.3 46.8 44. 4

61.5 60.3 59 59.8 58.9 59.4 59.5 60.1 60.5 58.2 56.2 53.6 51.6 51.2 49.5 46.5

62.9 62 60.5 57.7 59.7 59.3 59.5 61.7 62.2 60.7 60.1 57.2 53.5 49.5 46.8 45.4

62.3 63 62.6 58.4 58.7 59.4 60.1 61.4 62.8 60.6 58.7 56.7 52.4 48.3 45.5 43.1

67.6 70.1 70.1 68.2 71.3 70.7 69.4 67.5 66.8 66.1 63.9 61.4 59.2 56.6 55.2 53. 2 63 61.8 63.8 62.1 61.8 62.2 60.8 62.9 63.3 62.9 60.9 57.6 53 48.6 46 43.1

58.5 58.3 57.5 55.6 55.7 56.2 57.1 58.6 57.7 56.4 56.2 52.9 49 45.5 43.6 41.7

55.4 55.5 55.6 51.4 51.5 53.4 52.7 53.6 53.8 51.5 51 47.6 44.3 42.4 42.2 39.2

55.2 54.5 55.1 52.6 50.3 51.7 51 51.3 51.3 50.8 49.9 47.9 48.7 47.4 44.9 41.6

58.6 59.9 60.9 56.8 56.5 56.2 57 58.9 58.9 58.4 58.4 54.2 49.9 47 44.1 41.1

54.5 53 54.2 53 51.1 50.7 50.7 50.9 50.8 48.9 47.8 44.7 41.5 39.4 37.8 35.4

54.8 55.9 57.5 52.6 53.2 51.4 52.4 52.6 51.7 49.5 47.5 44.5 41.2 38.5 36.5 35. 9

55.4 56.5 57.6 54.4 55.1 51.9 52.5 54.2 53.7 51.4 50.4 47.2 44.3 42.2 39.7 37. 1

59.4 60.3 60.5 57.2 57 56.6 58.5 60.3 61.5 60.3 58.9 55.1 49.9 46 42.8 40.3

54.7 54.5 54.9 52.5 52.9 51 51.8 53.1 53.3 52.3 51.5 46.9 42.6 39.5 36.9 34

65.6 64.9 65.5 63.5 61.1 61.7 63.9 66.5 66.8 64.7 63.2 60.6 56.3 51.8 48.7 45. 9

63.5 66.1 66.4 65.7 63.8 62.8 62.7 63.8 62.7 62.5 61.5 57.3 53.5 49.6 47 44.1

61.5 60 59.3 56.5 57.1 55.8 56 55.2 54.2 53.4 49.7 45.9 43.9 41.4 39.5 36.6

57.8 53.9 50.9 49.9 49.5 50 51 50.1 50 47.7 45 41.7 40.1 38 37.2 33

55.1 54.9 52.3 49.8 49.2 49.6 50 51.2 51.3 51.6 49 45.7 42.1 39.3 37.7 34.5

61.4 60.9 60.2 57.8 55.7 56.6 57.1 58.6 58.8 57.8 56.1 53 50 47.1 45.4 43.5

56.9 54.6 52 49.8 52 51.4 51.2 53.5 52 49.9 48.4 45.9 43.3 41.1 40.6 37.3 NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona. Raw Data 1/3 LZeq 6300 1/3 LZeq 8000 1/3 LZeq 10000 1/3 LZeq 12500 1/3 LZeq  16000 1/3 LZeq 20000 1/3 LZSmax 6.3 1/3 LZSmax 8.0 1/3 LZSmax 10.0 1 /3 LZSmax 12.5 1/3 LZSmax 16.0 1/3 LZSmax 20.0 1/3 LZSmax 25.0

32.5 30.6 28 25.8 22.8 21.2 76.7 79.3 75.1 73.9 70 68.5 65.7

33.1 30.9 27.9 25.4 22.5 21 77.7 75.5 69.2 71.1 68.7 66.6 65.2

35.3 32.7 28.9 26.2 22.9 21 69.9 62.6 61.7 63.6 66.5 66.5 67.3 33 30 26.3 22.9 20.3 20.3 58.7 59 59.8 64.1 67.6 65.6 70

37.3 35 30.7 29.4 25 22.5 59.1 61.2 58.8 62.6 68.1 67 70.9

32.3 29 24.7 32.1 28.5 20.5 74.3 66.1 68.3 65.2 66.2 65.8 69.2

34.6 31.5 27.6 24.6 21.5 20.6 68.8 67.2 67.2 62.1 64.1 66.7 63.6

38.8 35.8 33.4 29.3 25.3 21.9 57.3 58 61.9 65.1 69.2 67.4 67.4

37.5 34.9 30.2 26.8 23 21.1 54.4 59.4 60.1 60.8 67.4 65.5 65.3

36.8 34.2 29.6 27.2 23.2 21.6 54 57.5 60.2 63.2 65.5 65.7 65.6

32.6 29.9 26.2 23.4 20.7 20.5 58.2 59.8 66.2 63.6 65.8 65.4 65.3 30 28.7 26.6 25.7 23.3 22 60.3 62.5 65.1 65.9 66.6 67.5 66.3

31.7 29 26.1 24.4 21.9 21.1 75.6 71.7 71.2 69.8 69.4 67 66.4

39.2 36.2 32.5 29.9 26 22.9 70.4 70.6 69.3 72.5 70.8 67.8 68.4

36.5 33.6 31 27.7 23.9 21.2 77.3 78.7 72.7 73.2 70.2 67 66

39.7 37.5 33.8 30.9 26.8 23 73.2 69.1 71.7 69.7 66.4 66.3 64.5

39.2 36.3 32.2 29.2 24.4 21.6 74.5 68.2 67.9 66.9 64.4 64.6 66.6

40.9 38.2 35.1 31.1 26.7 22.3 74.1 74.6 71.5 70.7 71.1 69.7 67.1

38.8 36.6 32.1 29.6 25.6 21.9 74.9 74.2 65.8 67.9 66.7 67.9 66.8

35.3 33 28.8 26 24.3 22.2 73.1 70.7 71.6 68.8 69.8 68.6 68.2

31.6 35.3 24.7 21.7 20.1 20.5 73.1 69.4 67.4 67.2 65.7 65.8 65.3

32.6 32.4 26.2 23.1 20.9 20.8 69.2 64.1 62.3 64.8 64.1 67.4 68.7

32.2 28.7 24.2 21.3 20 20.4 69 64.7 63.3 64.1 68.6 67.2 68.7 37 33.7 29.5 26.2 23 21.1 71.9 71.8 72.6 69 69.2 67.4 72

33.6 30.5 26.7 23.4 20.6 20.4 72 73 69.1 64.5 67 67.8 71.5

37.4 34.1 30.5 27 23.4 25.4 69.1 66.4 68 66.8 70.4 68.5 67.3

36.7 34 30 27.6 24.4 21.7 71.8 67.6 66.7 66.2 71 66.8 67.8 39 36.7 32.2 28.2 24 21.1 64.1 61.6 61.5 62.2 67.6 66.8 66.6 32 30.5 27.6 19.5 19.2 20.2 59.3 63.7 62.9 68.7 71 71.2 66.1

47.1 44 41.1 41.7 34 28 60.8 65.4 64.7 64.6 69.6 67.8 66.4

37.1 33 28.4 25.3 22.3 20.8 57.4 65.4 59.6 63.8 64.6 65.9 65.4

40.3 37.1 32.2 29.4 25.8 23.2 61.6 60.9 63.6 64.8 64.4 67.6 71

38.7 36.3 33 29.8 25.6 22.5 63.1 60.9 60.9 63.5 65.1 68.5 74

33.8 31 26.2 22.1 19.9 20.2 68.5 69.1 65.2 67 67.9 65.5 66.2

41.7 40.4 36.3 32.7 27.9 23.1 65.6 67 67.7 67 67.8 69 69.9

35.8 33.9 31.2 28.6 25.3 22.6 80.2 77.9 73.8 74.2 71.7 70.2 70.5

36.3 33.5 29.8 27.2 23.9 21.9 78.6 77.8 69.5 68.8 70.3 67.2 68.8

35.2 32.2 28.6 26.1 22.8 21.6 78 75.8 73.2 75.2 71 67.5 69

33.2 30.1 26.1 23.6 21.2 20.7 70.4 69.9 66.5 63.7 66.9 67.1 67.9

33.3 30.5 26.8 24.5 22.0 21.1 59.5 57.8 60 59.7 64.7 64.9 67.3

37.2 34.1 31.1 32 26.3 22.9 57.3 60.1 58.8 61.4 64.2 63.9 67.5 37 33.6 30 45.4 40.2 22.6 56 59.5 61.2 62.4 66.8 63.6 68.1

38.3 35.4 31.6 29.1 27.2 23.5 59.9 56.8 61.1 61.6 67.6 67.6 66.7

34.5 32.2 29.4 25.7 23.2 21.3 74 70.5 67.7 68.8 67.8 69 67.5

34.8 32.2 29.1 26.1 23.3 21.4 78.7 74.2 71.5 73.9 69.6 67.8 67.5 39 35.5 31.1 27.2 25.1 21.9 74.1 72.2 73.5 72.6 70 68.6 67.1

37.8 34.5 30.7 26.6 23.7 21.3 74.3 76.9 74.6 72.5 73.2 71.6 74.4

31.9 29 26.3 24.5 27.2 21.5 79.2 75.1 73.1 71.9 70.2 69.3 67.8

27.2 24.1 21.5 19.8 19.6 20.2 76 73.1 72.2 72.6 70.1 71.6 67.8

43.2 40.8 37.7 31.9 27.4 22.5 74.7 73.4 73.3 72 69.5 65.9 69.9

36.6 34.2 30.4 27.3 26.7 28.9 70 68.6 68.9 68.1 66.6 66.7 67.5

35.9 33.2 29.5 25.5 23.5 21.2 70.4 67.6 67 65 67.2 69.3 66.7

34.3 31.3 27.3 23.6 21.6 20.6 62.7 65.5 62.9 60.5 63.8 64.8 64.2

40.1 33.1 29.4 25.1 22.1 20.7 57.6 63.1 59.4 59 63.5 62.6 65.1

31.2 27.7 23.6 20.2 19.3 20.1 60.3 59.9 58.6 60.1 66.7 64.8 66.5

28.9 25.6 21.7 19 18.9 20.1 62.1 61.1 59.2 63.4 70.2 70.1 67.7

32.5 29.6 26.2 22.8 20.9 20.5 61.5 60.5 59.6 62.6 67.9 65.8 67.2

37.8 33.1 36.8 38.7 30.5 20.7 61.3 60.6 60 62.1 67.1 65.9 67.9

29.7 24 20.2 18.8 20.2 20.1 74.3 68.1 68.3 65.3 65.9 66 65.7 27 22.4 19.4 18.6 18.9 20.1 71.6 67.3 66.4 62.7 67 62.3 65.3 38 37.4 31.8 27.3 25 21.5 60.2 59.5 60.1 62.4 65.2 62.3 67.1 NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona Raw Data 1/3 LZeq 6300 1/3 LZeq 8000 1/3 LZeq 10000 1/3 LZeq 12500 1/3 LZeq  16000 1/3 LZeq 20000 1/3 LZSmax 6.3 1/3 LZSmax 8.0 1/3 LZSmax 10.0 1 /3 LZSmax 12.5 1/3 LZSmax 16.0 1/3 LZSmax 20.0 1/3 LZSmax 25.0

27.2 23.5 20.9 19.7 19.2 19.8 56.3 56.3 55.8 62.3 64.7 64.5 68.6

31.3 28.1 24.9 22.5 20.7 20.7 56.8 56.6 59.3 61.1 64.8 67 72.2

33.9 31.3 28.3 25 22.6 20.8 55.3 60.6 60.3 60.2 65.6 65.7 73.1

37.9 36.2 32.4 28.9 25.3 21.8 57 58.7 60.8 61.4 65.7 65.7 73.2

27.1 24.1 20.4 18.9 18.7 19.8 59 63.1 59.2 59.2 65.1 64.7 64.4

41.6 37.6 33.9 29.9 26.3 22.5 57.7 61.1 59.9 61.4 66 64.3 66

39.2 35.6 33.6 28.4 25.3 41.2 62.5 62.9 60.3 67.1 69.2 67 66

35.5 33.3 30.1 46.7 45.4 22.6 65.5 59.7 59.4 64.6 69.4 66.1 69

39.8 35.7 29.5 31.3 29 21.8 59.9 58.3 59.6 64.8 70.3 69.5 68.9

35.7 32.2 28.4 25.1 22.8 21.2 62.5 63.7 60.8 66 68.3 69.2 73.3 37 35 32.3 28.2 25.3 21.9 64.4 62.6 61.3 64.4 68.2 67.9 73.3

44.4 41.5 38.3 34.2 30.4 26.4 63.8 61.5 60.3 62.3 66.1 63.5 70.5

45.2 42.9 39.8 36.2 32.7 27.1 60.3 60.6 61 60.5 67.1 67.1 67.6

41.4 40.1 36.6 33.3 31.1 27.4 58.9 61.1 59.5 62.2 66.9 66.2 65.9

41.3 38.2 35.3 49.8 45.8 41.9 68.9 69.5 71.1 68.7 69.2 70.6 68.7

29.3 26.5 24.3 21.6 20.1 19.9 69.7 69.1 68.8 67.2 68.9 68.9 67.4

37.9 32.6 28.4 24.2 22.3 20.7 62.4 59.9 57.8 60.6 69 69.2 70.4 41 37.9 34.5 30.8 27.5 23.5 65.1 61.6 62.2 61.4 67.4 66.2 67.2

42.8 39.5 36.2 31.2 27 23.1 76.2 69.6 66.7 62 67.5 62.8 65.5

42.9 40.3 36.2 33.1 28.4 23.7 76.4 72.4 68.7 70 68.6 67.4 71.1 40 36.9 33.2 29 25 22.7 75.1 76.7 72.3 71.2 71.9 67.4 67.8

29.6 27 24.3 21.6 20.2 20.2 74 70.9 71.5 67.3 69 66.1 71.3

27.6 24.1 20.9 19.2 19.2 19.7 72.9 73.8 71.2 69 69 67.7 72.5

38.1 32.5 29 25.1 23 20.4 68.6 67.5 62.8 64.5 68 65.8 73.1

36.3 33.6 29.8 25.8 22.9 21 67.1 65.2 62.1 66.7 67.8 64.3 66.7

35.9 32.8 27.9 24.3 21.2 20.2 65.9 64.6 62.8 64.1 65.6 62.9 61.3

44.4 41.5 36.9 31.4 27.3 22.7 64.8 63.7 61.4 64.5 67.4 65.4 71.1

39.1 35.7 31.9 27.4 23.8 21.2 71 65.1 65.2 66.6 68.3 69 64.4

36.5 33.3 29.4 25.6 22.8 21.1 76.9 77.8 74.8 72.5 72.3 71.9 72.4

33.1 32.3 28.6 26.6 43.8 22.2 76.6 74.8 71.5 71.9 70.2 68 72.7 30 27.3 24.9 22.7 21.1 20.4 65.8 64.6 59.2 61.5 64.9 63.7 71.8

31.1 27.8 25.3 22.4 20.5 20.3 62.7 56.8 57.1 61.5 62.5 61.9 69.5

27.3 25.2 22.5 20.9 19.9 20.2 57.8 54.8 59 61 62.8 62.6 63

35.2 32.3 28.5 24.5 22.1 20.8 62.1 58.4 60.2 64.8 67.7 69.4 71.3

30.5 28.1 30.8 37.8 24.4 26.7 61.5 60.3 59.9 64.3 67.6 65.5 71.6

38.6 36.8 33.8 61.4 47 33.9 57.4 57.6 60 60.9 67 69.5 74.1

37.2 40 33.9 62.7 53.4 45.6 57 57.6 58.5 61.1 70.2 69.5 78.5

38.3 35.6 32.8 28.6 25 21.8 57.5 59 60 61.5 71.8 68.3 78.6

43.4 40.7 38 34.8 30.3 25.4 60 59.1 59.5 63.7 66.9 67.8 72.9

42.3 40 37.3 33.7 29.8 26.5 68.4 66.6 65.8 64.8 66.2 67.1 66.6

44.5 40.8 37.3 31.8 26.8 22.9 57.2 58.3 60.7 65.8 71.3 70.8 65.3

42.3 37.7 33.5 29.5 25.4 36.5 59.2 58.1 61.4 65.8 72.9 70.7 65.9 40 36.9 38.7 29.9 27.4 55.1 72.4 69.9 73.4 73.6 72 68 67.9 51 48.2 44.7 39.7 34.5 28.4 71.3 67.7 66.6 66.3 66.9 71 67.1

40.1 36.5 32.4 28 24.5 21.8 65.9 72.7 65.5 67 71.5 72.2 67.7

38.1 35.3 32.9 29.1 25.2 22.4 61.7 64.9 60.2 62.3 67.7 65.6 69.5

35.9 32.6 29.3 26.8 32.5 21.8 59.1 59.7 57.5 61.2 63.7 63.4 72.2

38.3 36.1 34.1 29.4 26.2 22.8 72.3 69.4 70.1 69.6 66.9 64.9 72.3

37.8 35.1 32.6 27.5 24.3 22 74.7 70.1 63.1 63.1 62.2 62.7 67.3

30.5 26.8 23.7 20.8 19.6 20 64.9 57.6 62.7 63.2 64.7 61.7 64.8

33.4 30 26.8 21.6 19.7 20 63.2 62 61.6 65 64.7 63.9 66.4

33.9 31 27.8 24.7 22.8 21.6 63.4 64.6 62.2 63.6 70.3 67.6 75.1

37.7 34.8 31.3 27.5 24.2 22.2 62.2 63.4 61.8 65.6 69.3 66.3 74.9

30.5 27.8 24.6 22.1 21.8 21.6 69.3 69.4 64 65.6 66.7 67.2 65.6

42.3 38 33.7 29.1 25.5 22.1 69.6 67.2 60.8 65.4 68.3 67.5 70.7

41.5 37.5 34.3 31.2 45.5 22.8 66.3 64.4 64 63.4 69.4 67.6 71

34.7 31.5 26.8 23.4 22 20.2 69.6 65.6 63.7 66.2 69.3 69.1 68.8 30 27.5 24.4 21.8 20.4 20 66.3 66.7 63 62.9 66.7 66.7 70.9

31.6 29.3 26.6 24.3 22.6 21.1 63.7 65.9 62.1 63.5 68.9 67 71.2

40.7 38.3 34.7 30.9 27.9 24.1 73.7 71.2 73.1 69.3 66.3 68.8 68.5

34.2 31.1 27.3 23.8 21.4 20.4 66.6 62.5 61.4 62.6 65 67.3 65.3 NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona. Raw Data 1/3 LZSmax 31.5 1/3 LZSmax 40.0 1/3 LZSmax 50.0 1/3 LZSmax 63.0 1/3  LZSmax 80.0 1/3 LZSmax 100 1/3 LZSmax 125 1/3 LZSmax 160 1/3 LZSma x 200 1/3 LZSmax 250 1/3 LZSmax 315 1/3 LZSmax 400 1/3 LZSmax 500

66.1 65.9 64.1 67.1 64.2 60.2 68.9 61.5 62.7 62.4 55.9 58.1 59.1

64.7 75.9 72.3 66.4 63.2 60.5 67 59 59.3 58.8 54.8 56 53.7

67.2 69.4 66.4 66.2 75.3 68 65.1 68.3 65.3 62.5 63.2 61.5 59.3

73.1 65.7 64.5 67.6 64.1 60.8 62.9 59.8 56.8 59.7 57.3 55.3 55.8 70 75.6 68.4 68.1 67 64.5 65.3 64.1 61.2 63 60 58.2 58.2

68.1 69.3 69.8 71.8 70.6 65.4 65.7 61.3 57.5 57.8 54.9 54 54.2

66.9 68.6 69.8 70.8 67.8 64.2 66.5 62.4 65.4 65.9 62.2 58.9 60.5

65.9 67.6 71.6 71.8 73.8 66.7 70.3 65.2 68.3 67.8 63.2 65.4 66.3 65 67.5 69.2 69.4 64.7 66.9 65.5 62.2 66.9 65.9 63.2 59.2 60.5

65.3 76.3 69.8 76.5 66.7 68.5 65.7 63.6 67.7 64.6 61.1 59.4 60.7

66.9 76.2 69.1 70.5 71.3 64.5 62.7 61.8 62 61.4 61.2 56.6 55.7

65.8 63.7 70 69.4 63.5 57.6 61.1 57.2 57.1 57.1 57.3 53.5 50.7

63.6 62.5 66.9 71.3 69.7 62.1 64.2 59.8 59 57.6 54.1 54.2 53.8

66.8 70.6 73.7 73.8 70.3 68.4 67 62.5 64.4 65.3 64.1 60.6 60.1

69.5 71 72.7 66.4 69.7 69.6 63.2 61.7 61.6 62.3 57.6 55.2 59.3

64.5 69.2 66 76.9 75.1 67.7 65.7 61.6 63.5 67.4 62.5 62.4 61

67.9 67.9 67.9 76.6 72.4 64.4 64.7 70 63.8 69.2 65.6 61.4 61

62.6 67.9 65.7 67.3 75.6 68 69.9 71.5 64.6 67.3 62.8 61.2 62.9

66.7 75.7 67.3 67.6 65.7 63.7 64 63.5 62.3 64.9 64.7 61.4 65.5

72.9 74.1 71.8 68.2 64 62 64.3 65.6 62.6 62.2 59.7 55.8 57.2

65.8 68.3 66.1 69.1 62.3 62.2 65.7 58.3 57.8 60.3 59.2 53.6 52.3

62.9 71.4 67.2 69.6 65.8 61.3 74.9 72.2 55.8 61.2 59.1 54.4 56

62.4 65.4 64.9 80.1 77.7 67 71.9 64.5 62.6 65.2 61.3 65.6 58.5

67.6 71.4 65.6 75.8 77.5 72.5 66.3 64.3 63.1 65.1 61.3 62.7 58.8

69.1 71.3 67.7 67.1 63.7 63.7 63.9 61.8 60.9 61.9 56.3 55.6 55.7

66.1 69.6 67.5 67.8 65.2 63.5 62.3 59.9 60.7 62.3 59.4 58 58.1

69.9 72.6 66.6 68.5 62.9 63.1 63.8 63.9 63.7 65.1 60.8 58.8 58.3

65.3 69 68 68.5 63.8 68.8 63.4 62.6 60.7 61.4 61.4 57.8 58.1

66.5 64.7 64.9 66.7 61.6 66.8 63.1 64.2 60.2 60.7 60.1 57.7 57.3

65.9 65.3 65.2 70 65.1 63.1 67.6 68 60.5 64.5 64.7 65.8 68.1

67.9 64.9 66.9 68.9 74.9 63.5 65.6 66.3 61.9 61.8 58.9 58.2 56.9

69.7 67.7 68.3 68.2 76 68.2 66.1 67.2 62 62.4 58.9 58.2 58.4

69.2 76.4 72.8 71.3 66.3 65.6 65.7 65 63.4 66.5 64.1 59.3 59.1

66.7 75.8 71.5 70.1 65.2 65.7 68.5 69.8 61.8 62.5 58.8 58.1 56

69.4 68.7 65.7 67.4 68.2 73.1 67 69.3 64.4 62.8 62.4 62.8 62.9

66.7 67.9 66.4 68.6 63.2 63.5 62.4 57.6 60.2 62.1 57 55.7 55.8

67.4 70.3 71.6 69.8 65.3 73.4 71 63.9 62.4 63.8 58.9 58.6 58.3

73.6 73 71.7 69.2 66.3 67.1 67.3 60.6 61.8 62.8 57.5 57.8 56

68.7 67.1 68.4 65.7 60.1 61.5 63.8 58.6 59.8 57.1 60.4 58.5 54

65.7 66.8 67.6 67 64.4 62

63.6 59.4 60.7 62 57.7 54.1 56.2

67.1 72 70.8 67.9 63.5 62.6 65.1 61.1 62.8 63.3 58.5 57.7 57.9

67.3 66.8 69.2 69.1 64.3 64 66.9 65.8 62.6 60.5 58.4 56.8 57.2

72.3 68.5 71.2 71 69.3 67 69.1 68.1 62.6 61.9 59.4 59.9 61.9

66.5 68.4 69 68.9 62.4 61.2 63.3 61.3 59.2 61.2 56.7 55.2 55.4

66.7 72.4 69.8 70.7 66.4 66.3 64.9 65.3 62.2 61 56.6 58 57.9

66.8 67.5 69.7 72.5 71.6 70.4 68.9 65 62.5 68.7 70.7 62.4 72.3

73.1 77 75.8 72.6 68.9 66.7 64.9 64.4 64.7 68.6 70.3 63.2 72.5

66.2 64.6 63.7 65.1 59.5 58.2 61.4 54.6 55.6 55.6 51.3 51.5 52.2

65.5 65.8 63.3 63.8 59.2 58.3 64.5 54.4 54.4 56.4 51.2 50.6 50.4

65.6 67.1 66.4 68 67.5 64 69.1 63 62.7 63.6 62 60.2 58.9

63.4 72.3 68.5 67.1 65.4 65 65.5 63.3 63.6 62.7 61.9 59.9 58.8

70.6 73.5 68.6 66.3 63 61.6 63.2 61.1 62.2 64 57.3 55.9 55.7

67.9 66.2 63 66.8 63.2 62.7 62.2 61.2 62.9 62.2 58.9 56.9 57.2

63.6 65 63.8 69.8 62.5 68 63.2 66.6 64.1 62.1 59.1 58.9 57.8

67.5 67.9 66.6 66.8 70.8 68.3 60.4 61.7 61.8 59.8 55.7 54.2 52.7

67.6 68.2 68.7 69.1 66.2 60.8 60.7 61.4 56.8 57.1 55.5 53.3 49.4

65.5 67.6 71.4 68.9 66.4 59.6 62.7 59.8 60.2 60.8 54.7 54.5 54.9

65.6 67.4 65.4 67 65.3 63 64 61.4 61.4 61.6 59.8 58.1 58.8

63.8 65.4 65.7 65.8 60.7 62 62.2 58.6 60.4 60.7 57.7 56.6 57.5

63.5 63.8 66.4 63.4 59.1 58.8 60.1 54.5 53.2 52.4 49 49.8 48.5

63.1 64.4 71.7 76.4 65.8 64.8 69.1 65.5 65.1 62 62.1 61.5 60.6 NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona Raw Data 1/3 LZSmax 31.5 1/3 LZSmax 40.0 1/3 LZSmax 50.0 1/3 LZSmax 63.0 1/3  LZSmax 80.0 1/3 LZSmax 100 1/3 LZSmax 125 1/3 LZSmax 160 1/3 LZSma x 200 1/3 LZSmax 250 1/3 LZSmax 315 1/3 LZSmax 400 1/3 LZSmax 500

72.1 63.7 61.2 62.4 61.4 61.9 61.6 57.9 54.9 56.1 56.1 53.7 52.6

62.4 72.1 60 65.3 64.1 66.2 56.6 56.6 57.1 56.2 55.4 53.1 53.5

74.5 66.2 60.9 64.1 64.7 64.1 61.5 61.2 62.6 59.8 58.7 67.1 62.2 63 64.1 69.9 73.3 75.1 82.6 89.6 84 82.1 80 76 69.4 75

64.4 64.2 69.8 72.1 75 82.4 89.2 83.5 81.4 79.4 75 68.9 73.7

63.6 66.2 69.4 65.6 67.1 67.9 65.5 65.3 65.4 65.7 64.8 65.3 65.1

65.2 74.7 66.1 70.1 64.6 64.2 65.4 67.4 65.6 64.1 63 62.2 63.4

69.3 75.1 80.7 67.6 62.1 62.7 75.5 74.9 64 65.5 61.3 57.5 55

74.5 75.6 74.6 67.4 66.1 60.8 72.7 69.2 61.3 63 57.5 54.9 51.7

73.2 70.5 68 66.5 67.4 66.2 70.9 62.3 55.8 57.1 54 52.6 49.8

72.6 70.9 68.9 68.9 73.2 71.2 75.3 76.5 69.7 64.7 60.9 60.2 57.2

69.2 68.4 71 78.1 71.3 70.1 77.6 78.4 67.8 65.4 58.3 61.6 58.1

84.6 72.2 73.5 72.1 76.4 77.9 74.9 66.8 71.8 64.4 62.5 61.2 59.9

67.2 67.1 85.2 85.6 82.9 90 88.2 81.2 76.9 69.5 68.3 62.6 61.1

70.3 76.1 70.8 65.9 65.3 72.3 66.7 65.6 70.1 65.4 63.2 62.8 64.9

64.5 63 63.9 71.2 68.8 65.8 64.7 60.8 62.1 55.9 59.8 55.8 53.4

77.9 73.4 64.5 70.1 70.9 71.2 69.5 66.1 63.4 64.4 60.3 60.3 60.5

67.7 63.7 65.8 66.5 66.9 66.8 64.2 62.6 61.4 61.2 56.9 58.5 58.4

66.7 69.9 66.2 67.7 69.6 74.2 66 74.4 71.3 63.2 64.2 65.1 63.4 66 70.2 66.9 75.6 73.2 69.2 74.9 73.1 71.1 70.7 64 66.4 65.3

67.1 70.7 73 74.8 72.3 69.7 73.1 71.8 70.5 69.7 64.2 66.6 65.7

68.5 66.1 68.9 63.6 63.6 64.4 68.3 68.3 61 60.1 56.9 56.9 59.1

65.2 63.7 64.9 62.6 61.7 63.2 67.2 66.7 56.1 53.4 51.4 52.1 51.5

63.5 70.4 69.5 71.6 66 70.9 78.6 76.1 66.2 65.4 66 64 64.5

65.8 73.2 66.1 69.4 65.9 64.6 74.7 75.1 64.1 66.4 61.9 61.2 62.1

60.6 60.8 60.4 64.9 70.4 67 65.4 59.3 58.2 57.2 57 57.3 55.3 71 73.4 77 76.6 71.5 79.7 75.4 72.6 73 70.2 71.1 66.4 66.1

62.1 70.4 63.5 66.1 64 83.1 66.4 68.2 85 68.5 68.7 69 66.4

73.7 70 63.8 69.4 66.3 74.7 64 67.3 76.9 66.3 62.1 62.5 63

72.3 66.9 63.4 61.6 60.8 59.8 63.2 58.2 57 56.9 53.2 53.9 55.8

68.5 67.3 68.4 60.2 59.3 59.5 60.2 57 53.1 51.9 50.2 50.1 51.4 69 65.5 71.3 71.3 58.5 59 60.2 55.6 53.3 50.5 52.1 52.6 51.3

60.5 62.1 59.9 58.7 56.4 54.5 54.3 53 50.5 52.7 50.4 49.5 50.4 70 67.8 64.5 63.9 60.4 63.2 62.3 61.8 63.6 66.3 62.8 60 62.2

68.2 67 62 61.4 58.3 59.2 60.2 57.7 59.1 60 56.4 53.8 54.5

77.9 73 69.2 64.9 62.4 60 62.1 58.6 58.1 58.9 54.3 54.4 55.1

77.5 66.1 63.4 67.8 67 63.6 61.7 55.8 53.1 54 51 51.1 49.7 75 69.6 66.9 66.4 65.9 63.7 64.8 59.3 55 54.6 52.7 56.6 53

69.2 72.7 74.4 73.6 63.3 62.9 62.6 59.5 61.6 60.5 58.2 59.7 59.8

68.6 64.9 69.1 72.3 68.2 72.1 73.5 69.7 65.9 65.1 63.4 62.6 61.3

70.3 75.7 93 78.2 67.2 74 72.7 68.4 65.1 64.6 62.5 60.8 61.6

69.8 70.5 72.4 78.5 66.6 65.9 64.7 66.5 66.5 64.3 61.7 64.1 62.5

68.8 74.5 72.4 76.3 65.2 64.2 65.9 67.4 66.9 64.4 60.6 62.6 62.4

68.7 80.1 77 83.1 76.3 72.4 76.2 72.2 76.5 74.8 72.3 77 77.5

71.7 79.7 81.1 81 71.8 71 77.5 70.7 69.7 71.1 70.1 70.7 69.3

76.4 72.2 70.1 68.7 61.6 63.6 66.5 61.6 60.6 60.7 60.2 60.3 60.6

72.8 68.4 63.8 70.4 63.8 60.1 61.7 57.8 57.7 57.3 53.8 54.7 56.4 69 70.8 68.5 65.3 61.8 62 60.2 56.9 58 58.6 54.3 52.4 57.2

67.1 72.7 73.7 71.4 66.8 63.1 63 60.6 63.5 63.8 58.8 59.4 58.3 61 65.2 61.9 67.4 61.7 59.6 61.9 58 58 59.8 55.8 55.4 55.4

64.6 64.9 61.2 70.2 59.7 61.4 66 57.6 57.7 59 54.8 55.2 52.7

83.2 74.3 68.7 70.5 65.7 62.3 68.1 57.6 58.5 59.7 57 57.3 53.7

80.9 69.9 63.6 69.3 64.5 68.6 65.1 64.6 66.8 66.6 63.2 62.6 63.5

64.9 68.7 62.9 64.5 59.4 66.7 60.9 58.3 58 58.1 56.3 58.9 53.4

71.5 70.1 71.5 70.4 66.9 66 66.7 69.7 67.7 68.7 67.1 63.6 64.4

72.1 70.1 76 69.2 67.1 68.1 65.8 66.2 69.4 69.7 68.9 66.6 66.4

67.1 68.2 75.1 90.1 65.9 67.7 69.2 65.7 67.8 68.7 67.5 64.8 64

64.6 64.5 71.2 66.6 62.8 61.2 60.9 63.5 55.6 51.9 51.1 50.4 51.3 64 65.6 66.3 71.6 59.5 60.2 60.1 56.3 57.7 54.6 52.2 52.1 51.7

78.1 69.9 67.2 72.7 68.6 67.3 65.7 64.1 63.1 63.3 60.1 57.5 58.9

72.1 66.7 74.4 72.8 61.1 60.8 64.8 59.5 57.7 56.4 54.2 55.7 55.1 NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona. Raw Data 1/3 LZSmax 630 1/3 LZSmax 800 1/3 LZSmax 1000 1/3 LZSmax 1250 1/3 L ZSmax 1600 1/3 LZSmax 2000 1/3 LZSmax 2500 1/3 LZSmax 3150 1/3 LZSm ax 4000 1/3 LZSmax 5000 1/3 LZSmax 6300 1/3 LZSmax 8000

57.2 59.9 60.9 59.4 58.1 55.6 51.2 48.2 44.8 41.5 37.8 34.8 57 59.3 58.4 56.1 54.2 50.6 47.2 44.2 41.4 38.4 35.8 33.8

60.3 62.2 62 59.3 58.1 54.4 50.9 48.2 46 42.9 39.6 37.3

57.6 59.2 59 57.7 58.1 54.1 49.6 46.7 43.3 40.2 36.1 33.8

60.5 60.7 60.9 59.6 58.9 56 52 48.7 45.2 42.2 38.3 36.5

55.9 58.1 56.5 54.7 52.8 50.1 46.6 44.1 42.9 40.5 37.4 34.4

62.1 63.2 61.4 61.1 59.3 57.2 53.4 49.7 46.2 42.2 37.6 34.4

68.9 68.2 64.6 62.6 60.9 57.8 54.3 50.4 48.1 44.5 41 38.8

61.6 62.6 62.8 61.9 60.4 56.3 51.9 48.8 45.5 42.5 39.9 38.6

61.3 62.4 61.7 60.6 58.3 55.7 51.6 48.3 46.4 45 39 36.2

56.2 59.1 61.3 60.2 57.7 55.1 50.8 47 44.4 41.4 37.5 35.7

51.7 52.5 53.3 50.5 49.2 46.8 43.9 40.7 37.4 34 31.9 31.2

56.3 57.6 55.8 57.5 55.2 50.1 46.7 43.2 40.3 38.9 36.2 33.6

62.5 63.2 64.6 62.7 59.9 56.6 52.6 50.2 47 45.5 42.6 39

60.2 60.4 62 59 58.6 54.8 50.6 47.4 44.3 41.6 39.4 36.9

61.5 63.4 64.1 62.4 62.6 60.3 55.4 53.1 50.4 47.3 44 42.4

61.7 62.1 64.2 61.7 61.1 58.8 53.9 50.9 48.1 45.1 42.1 39.7

62.5 62 63 61.1 60.2 57.9 55.3 53 51 48.7 46.4 43.7

66.3 68.8 64.9 60.6 58.3 55.5 51.7 50.3 48.2 45.6 42.8 39.8

58.1 60.9 60.4 57.9 56.5 54 50.1 47.6 45.1 42.8 39 37.6

53.1 54.5 54.8 52.3 50.8 48.2 44.5 44.2 40 40 35.3 42.5

58.2 59.1 59.5 57.9 58 54.4 50.5 46.7 43.1 40.2 36.5 37.8

58.4 59.5 59.4 57.3 57.1 53.6 49.8 46 42.8 40.1 36.6 33.6

59.5 60.6 61.7 60.1 58.7 55.6 51.3 48.2 45.6 42 40.1 36.9

55.9 57.1 59.1 59.1 57.6 54.4 51.5 48.1 44.7 41.6 37.7 34.9

60.2 60.9 62.9 60.8 59 57 52.8 49.9 46.8 44.4 40.4 37.1

59.4 60.8 62.4 61.6 59.1 58.3 54.3 49.7 46.3 43 39.2 36.5

59.5 61.3 60.4 59 58.8 54 50.8 49 46.9 44.6 42.4 40.2

58.4 59.9 59.7 58 56.8 52.8 49.4 47.5 45.4 43 39.1 38.4

67.2 66.3 64.9 64.4 62.3 61.4 60.8 57.9 57.3 55.7 52.6 49.7

60.3 63.2 63.9 61.2 57.8 54.6 52.1 49.7 47.6 44.6 40.7 36.3

59.4 62.4 63.4 61 59.5 56.2 53.6 51.7 49.1 46 44.1 40.5

62.1 64.2 65.4 63.2 61.1 58.1 53.4 49.9 47.8 44.7 41.4 38.7

55.7 58.1 60.4 60 58.2 54.8 49.5 45.8 43.3 41 38.4 36.5

63.7 63 61.1 64.7 58.1 56.1 53.6 52.2 50.1 48 46.5 45.3

56.9 59.5 59.8 58.5 58.5 53.9 49.3 46.1 42.8 40.1 37.6 35.4

59.6 61.3 61.4 59.8 59.4 56.2 51.6 48.9 44.8 41.3 38.8 35.7

57.4 58.9 57.5 56.5 57.8 55.1 57.8 55.8 49.9 41.3 38.8 35.6

56.2 59.1 58.1 55 54.3 50.8 48.6 46.8 45.4 43.3 39.3 36.2

57.4 59.1 59.6 57.8 56.4 54.5 50 46.3 43.8 41 38.3 35.8

58.4 59.7 60.1 58.4 57.2 54.7 50.1 46.2 44.4 41.6 40.7 35.7 60 59.9 58.4 56 55.6 51.9 49.8 47.2 45.2 42.8 40.9 35.9

60.9 61.9 61.5 59.4 59.6 55.8 51.6 48.4 46.5 43.4 40.8 37.9

57.3 58.3 59.7 57.8 57.4 56.1 52.5 48.7 45.4 41.9 39.6 36.2

61.8 62.7 60.8 57.5 56.9 53.2 50 45.8 43.4 40.2 37.2 34.7

73.8 68.9 62.5 60.1 58 56.4 53.9 51.5 50.5 49.5 45.1 41.3

73.7 69.9 62.5 60.6 58.5 56.4 54.3 52.4 51 49.3 45 41.1

52.5 51.6 51.2 49.7 48.5 46 42.5 39.7 37.6 35 33.6 30.1

50.5 50.5 50.6 48.2 46.5 44.7 40.9 38 35.5 33.6 31.9 28.1

60.2 62.3 62.2 59.7 59.2 55.9 53.2 50.3 49.6 47.7 47.3 45.2

60.1 62.2 62.1 59.2 57.5 54.7 52.1 49.8 48.2 47.7 46.7 44.6

56.6 59.5 60.5 58.9 56.9 54.5 50.4 46.8 43.6 41.5 38.8 35.9

57.3 60.2 59.1 57.8 56.3 52.5 48.5 45.3 42.3 41 37.6 35.7

59.1 60.7 59.8 57.3 56.5 53.5 50.8 49 47.1 49.2 45.4 37.8

51.8 52.9 52.5 50.9 49.2 47.1 44.3 40.9 39.7 46.4 44.1 31.6

49.5 51.1 53.1 50.7 49.5 47.3 43.6 40.4 37.6 34.2 31 28.2

55.8 57.9 60.7 59.1 56.5 54.8 50.3 47.4 44.1 41.1 37.3 34.8

59.3 61.3 60.7 58.8 57.5 55.1 52.6 51.9 49.4 46.4 42.9 37.5

57.2 59.1 58.7 57.3 56 54 51.5 50.5 48.2 45.1 42.1 36.4

48.4 50 49.2 47.5 46.3 44 40.9 39.2 35.4 33 28.3 23.7

64.3 66.6 62.7 61.4 60.8 57.1 53.2 50.7 47 43.5 43.2 43.7 NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona Raw Data
1/3 LZSmax 630 1/3 LZSmax 800 1/3 LZSmax 1000 1/3 LZSmax 1250 1/3 L ZSmax 1600 1/3 LZSmax 2000 1/3 LZSmax 2500 1/3 LZSmax 3150 1/3 LZSm ax 4000 1/3 LZSmax 5000 1/3 LZSmax 6300 1/3 LZSmax 8000

55.1 54.9 53.9 51.9 50.2 46.9 42.8 40.3 39 36.8 35.2 31.1 54 56.7 57 54.9 55 51.5 46.8 42.5 40.8 37.3 34.1 31

56.7 57.3 55.4 55 52.7 49.6 46.4 43.2 40.6 38 36.5 33.7

67.8 65 63.3 62 60.8 57.8 54.4 50.3 48.3 45.7 43.1 42.3

66.6 63.9 61.7 60.5 59.3 55.8 52.5 48.5 46.6 44 41.1 39.8

70.8 70.3 70.5 70.1 69.9 67 62.6 57 51.9 49.4 46.1 41.7

66.3 66.1 66.4 65.6 63.2 61 55.6 52.7 49.6 48.1 45.1 41.1

56.4 56.4 55.7 54.7 53.9 49.2 45.3 43.7 43.3 43.6 39.8 38.4

51.3 52.3 51.1 50.4 49.7 51.7 51.2 45.5 42.4 42.2 45.3 41.2

51.2 52.5 51.6 50.9 50.1 50.4 49.1 44.6 41.4 41 43.8 39.3

52.6 55.8 52.9 52.2 51.3 49.2 47.2 46.4 44.4 42.2 40.4 39.1

58.1 58.6 57.7 58.5 57.4 55.3 53.7 53.8 52.4 49.5 48.1 45.9 59 61 60.7 58.5 58 56.2 54.5 52.6 50.9 49.7 48.1 45.6

60.8 61.9 64 63.3 65 61.6 56.5 53.7 52.3 50.5 48.6 47.1

65.6 69.5 68.3 65.7 66.3 63.6 58.3 54.1 50.6 48.2 45.4 42.1

54.9 55.8 54.9 52.2 51.6 47.4 44.5 43 41.5 39 35.3 32.5

61.9 60.1 60.8 60 57.6 56.8 53.1 50.7 51.5 52.5 45.5 38.3

57.5 59.5 58.1 58 56.2 53.9 53.6 53.8 50.8 48.3 45.7 42.8

63.3 64.5 63.3 62.8 60.6 58.8 57.1 54.2 52.7 51.4 48 44.6

64.2 66.5 65.7 65.4 63.5 60.7 58.6 55.4 53.5 52.6 49.5 46.6 65 67.1 70.5 67.6 65.7 63.2 58.3 53 50.3 47.7 46.1 43.3

58.5 58.7 60.3 60.6 58.9 55.6 52.8 49.6 45.7 41.5 36.9 33.6

53.1 53.3 52.5 52.1 49.2 45.4 42.9 39.9 37.8 35 31.2 28.2

63.5 64.5 65.7 63.8 61.7 58.5 54.4 50.1 47.5 49.2 43.5 37.5

63.3 65.8 67.1 65.2 62.2 59.4 54.3 50.2 48.3 45.1 41.1 38.5

58.3 58.8 57.7 54.8 52.7 49.4 46.7 43.9 41.6 39.3 38.8 35.7

66.6 68.7 68.3 68.9 69.2 64.3 60.5 57.2 54.8 52.2 50.5 47.5

65.8 66.7 68 70 69.5 68 65.2 59.2 54 49.7 45.9 42.5

63.4 66.5 68 66 64 60.7 54.9 51.2 48 44.7 40.9 37.5

55.5 57.4 55.5 54 53.4 49.8 47.2 44.4 43.1 40 36.3 35.7

49.9 50.4 48.9 46.7 45.8 43.5 41.2 39.5 37.6 34.8 33 29.9

49.6 48.8 48.7 47.3 45.4 43.4 42 40.4 39.2 36.8 34.5 30.3

50.4 52.4 51.1 49.9 49.4 46.5 42.2 39 36.5 34.8 31.5 30

62.6 64.4 66.7 63.3 59.9 57.8 54.2 49.6 46.6 42.8 39 36

54.7 57.6 59.7 56.7 53.9 50.3 46.2 42.7 39.7 36.3 32.7 29.9

56.1 56.3 56.9 55.9 55.1 51.9 50 46.8 45.5 46 42.3 42.2

50.3 51 52 49.7 48.1 47.2 45.2 43.8 43.3 44.8 43.2 48.5

52.5 53 55 52.5 51.2 49.5 47.7 46.6 45 42.5 41.9 38.8

59.6 60.6 59.2 58.4 56.6 54 52.3 50.3 49.7 48.3 46.5 43.3

61.7 63.1 62.3 58.9 57.5 55 51.8 50.4 49.2 46.5 44.7 42.9

61.4 62.1 62.1 60.5 58.6 55.7 53.6 52.6 51.1 48.6 46.7 43.8 63 66.8 65.6 64.8 64.1 61.5 57.9 53.2 50.6 51 48.1 41.9

63.5 65.8 65.8 64.6 63.4 61.2 57.4 52.8 49.2 47 43.9 39.7

73.8 71.8 71.9 70.9 67.8 65.3 64 61.6 60.2 58 56.1 53.6

68.7 70.2 68.6 69.1 66.3 62.7 59.4 56.2 54.1 52.5 49.7 46.4

62.7 63.3 62.6 62.1 62.3 59.6 55.2 50.5 48.3 45.9 42.6 39.8

54.6 56.5 57 54.4 53.5 49.9 46.3 44.6 44.7 42.2 38.9 35.4

53.3 53.9 53.8 54 53.2 51.8 54.2 52.4 49.5 46 43 40.6

60.3 62.4 62.5 61.8 61.6 57 54.1 52.4 49.3 46 43 40.5

56.7 58.7 58.4 58.2 57.7 53.5 48.3 45.5 42.6 39.4 36 33

53.9 53.3 53.5 50.5 48.7 45.8 43 41 38.9 40 38.9 36.1

55.1 57.2 56.4 53.8 53 50.2 47.5 45.1 42.5 40 36.8 33.9 66 67 68.3 66.8 65.3 61.6 56 51.2 47.6 44.9 42.4 39.2

55.2 57.3 57.9 56.8 56.2 50.5 45.9 43.8 41.2 37.6 34.9 32.2

68.6 71.2 70.2 67.1 65.5 63.7 59.7 54.6 52.1 49.8 46.3 41.2

67.3 69.7 68.3 68.6 67.5 63.4 59.4 54.6 51.8 48.5 45.2 41.4

63.6 65.4 64.1 63.5 62.5 58.4 54.7 51.4 48.7 45.5 42.6 38.8

55.2 51.2 50.8 48.9 45.5 43 40.7 38.5 38.7 34 31.1 28.8

52.7 54 54.5 56.9 54.1 51.2 46.5 42.8 40.3 37.8 34 30.8

60.1 61.4 61.1 60.8 58.9 55.6 51.9 48.7 47.3 45.5 43 40.8

54.8 57.3 55.4 53.8 52 49.4 47.2 44.9 44.3 41.2 38.2 35.3 NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona. Raw Data 1/3 LZSmax 10000 1/3 LZSmax 12500 1/3 LZSmax 16000 1/3 LZSmax 2000 0 1/3 LZSmin 6.3 1/3 LZSmin 8.0 1/3 LZSmin 10.0 1/3 LZSmin 12.5 1/3  LZSmin 16.0 1/3 LZSmin 20.0 1/3 LZSmin 25.0 1/3 LZSmin 31.5 1/3 LZS min 40.0

31.1 27.4 23.3 21.7 69 65.4 68.5 66.4 65.2 63.8 62.6 63.3 62.7

30.8 28.1 24.8 21.9 62.8 60.2 56.8 58.6 59.9 61.9 61.9 60.1 61.2

33.8 30.9 27.3 23.4 51.3 51.3 55.3 59.4 61.5 62 62.7 59.4 62.9

30.1 25.6 21.7 20.7 48.8 49.5 52.9 57.2 61.8 61.9 63.4 62.1 61.4

32.4 32.6 28.6 25.2 51.1 54.8 55.6 56.6 62.5 62.1 67.2 61.8 62.3

30.3 41.4 37.5 22.1 53.4 53.7 56.3 56.7 59.2 60.6 63.1 59.8 63.9

31.1 27.6 24.4 21.7 53.7 55.3 52.8 56 59.6 61.3 59.2 61.4 62

36.7 32.9 28.4 23.4 50.8 53.5 53.1 59.5 62.4 63.4 60.1 61.1 61.2

33.5 30 25.6 22 49.5 52.5 53.3 56.8 61.5 60.5 60 60.9 62.9

31.9 30.4 26.1 23.5 47 50.2 55 56.7 60.1 61.4 60 60.6 66.2

31.7 30.1 25.9 23.3 48.8 54 57.2 57.2 60.6 60.3 59.2 61.1 63.7 29 29.3 26.8 24.7 51.5 52.9 53.2 56.6 60.7 59.8 62.2 59.8 58.7

30.2 27.9 24.3 22.6 59.1 62.1 58 62.3 63.6 60.8 61.1 59.3 59.4

34.3 32.1 28.6 25.4 59.6 55.1 57.6 61.5 62.7 61.6 61.5 59.7 59.9 36 32.4 28 23.2 66.8 66.5 59.7 61 61.2 61.3 59.2 58.1 63.2

38.9 36.3 32.2 27.2 60.5 61.4 59.8 60.3 61.2 59.5 58.9 57.5 60.6

36.3 34.1 29 24.5 55.2 55.2 56.9 60.1 61 59.1 59.9 59.5 62.8

40.9 36.9 32.5 26.1 59.7 60.4 60.3 60 60.7 61 62 59.4 61.3

35.5 32.7 28.8 23.7 54 57.2 57.1 58.5 60.4 61.2 62.1 58.8 60.3

33.5 31.1 30.1 26.3 61.9 59.1 63.5 63.5 63.9 63 62.3 63 66.3

28.9 26 23.2 21.7 63.6 60.4 61 60.8 61 61.3 61.5 58.6 59.5

30.3 26.7 23 21.9 50.9 51.2 54.2 56 59.1 60.4 61.6 57.2 60.1

30.2 26.7 23.1 21.5 51 55.1 54.4 58.1 60.1 61.9 62.3 58.5 62.3

33.1 30 26.5 22.5 59.2 60 58.3 58.2 61 63.2 62.9 60.2 61.3

31.2 27.5 22.9 20.9 64.8 64 59.3 60.5 60.5 60.4 65.2 61.2 60

33.1 30.3 26.4 32 59.4 56.3 55.3 54.9 59.7 63.6 63.3 60.7 60.5

32.3 29.8 26.4 30.2 62.6 56.5 59.8 58.8 62.4 61.6 63.5 62.3 62.4

37.1 33.2 27.8 22 53.4 52.1 52.2 58.1 60 59.8 62.8 61.5 61.2

36.3 31.3 26.2 21.7 49.2 51 54.8 58.9 61.3 64.1 61.9 61.4 61

47.3 48.1 40.3 34.2 51.2 55.9 58.4 58.1 61.7 63.1 62.4 61.4 60.7

31.4 31.8 25.1 22.2 48.8 54 54.7 55.3 59.6 58.5 60.8 59.6 60.8

35.8 34.2 30.8 27.6 48.6 53.7 56.1 58.1 59.2 59.8 64.2 64.1 62.6

36.3 34.5 30.8 27.5 54.7 53.6 54.6 57.7 59.9 60.7 64.4 64.3 65 31 25.7 21.8 20.6 49.4 52.1 54.7 58.4 61.4 61.5 62.1 62.3 63.7

41.5 38 32.9 27.1 55.6 54.9 57.5 58 62.8 61.8 64.1 61.1 63.2

32.9 31 27.2 24.4 62.3 60.3 60.4 59.6 63.6 61.5 62 60.7 62

31.8 28.7 26 23.5 60.7 62.6 59.1 59.9 63.9 62.3 61 60.8 61.9

32.3 30.1 26.9 24.6 61.1 63.8 64.6 61.8 61.8 62.8 64.5 62.8 64.9 32 28.8 24.9 21.9 54.4 57.8 56.8 58.3 61.8 60 62.4 61.1 61.1

31.4 29 26.3 23.9 50.7 49.7 54.3 55.6 58.2 59.7 64.3 61.3 60.4

33.1 39.2 28.9 24.8 49.4 54.5 52.5 55.9 60 59.3 64.1 63.2 62.8

33.6 52.3 47.3 26.3 48.4 53.4 54.6 57.4 58 60.6 63.2 60.9 60.9

33.8 32 30.3 25.8 52.6 50.1 55.6 57.1 59.8 61.9 61.4 59.3 61.5

32.3 28.4 26 22.6 54.6 54.4 56.6 59.3 64.7 63.1 62 59.9 59.1

31.4 27.8 25.1 22.5 65.4 62.1 60.2 61.4 65.7 60.6 60.9 60.6 61.5

36.9 32.6 30.7 25.4 64.5 66.1 64.9 63.2 64.4 61.9 61.2 60.1 58.8

36.9 32.5 30.4 25.2 66.3 65.8 66.4 64.2 67.8 67 63.2 63.3 61.9 28 27.1 34.9 23 69.9 68.2 65.6 65.6 65.7 65.3 63.1 61 60

25.2 23.3 24.3 20.8 66.1 66.9 65.7 61.4 66.4 65 64.6 62 60.7

43.4 35.4 30.6 25.2 65.8 62.6 64.1 61 59.6 61.3 65.2 60.4 60.9

42.1 34.8 31.1 37.4 59.2 62.3 62.9 62.1 60.7 62.6 59.9 60.2 62.5

31.5 28 25.8 26.7 59.7 61.3 58.8 60.2 61.9 62.9 62.3 60.4 59.8

30.6 26.5 24.8 22 55.8 59.6 54.9 55.6 58.3 60 60.8 57.7 61.7

34.8 30.1 25.9 22 49.7 56.4 52.5 52.8 59.6 57.6 60.2 57.7 59.1

25.4 21.4 19.8 20.3 50.5 54.9 51.5 53.9 59 60.1 61 56.7 59.9

24.5 20.2 19.3 20.1 52.4 56.7 51.3 55.9 63.8 63.4 60.7 62.5 60.2

31.6 27.3 24.8 21.9 55.6 56.9 54.2 58 61.6 61.8 62 61.2 62.4

45.3 47.1 37.7 21.8 50.1 54.9 55.4 56.2 61 60.9 62.8 61.1 60.9

33.3 32.3 32.5 21.3 55.4 56 59.8 59.7 61.4 58.1 62.6 59.5 59.7

20.3 19.4 19.3 20.2 58.4 55.7 55.9 56.4 59.5 58.9 61.4 58.5 60

37.5 32.6 30 23.9 52.6 54.3 55.7 56.8 59.3 58.1 61.9 59.6 58.8 NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona Raw Data 1/3 LZSmax 10000 1/3 LZSmax 12500 1/3 LZSmax 16000 1/3 LZSmax 2000 0 1/3 LZSmin 6.3 1/3 LZSmin 8.0 1/3 LZSmin 10.0 1/3 LZSmin 12.5 1/3  LZSmin 16.0 1/3 LZSmin 20.0 1/3 LZSmin 25.0 1/3 LZSmin 31.5 1/3 LZS min 40.0

27.4 25.6 23.1 20.9 50.7 52.9 51.5 57.8 62.1 61 64.8 62.3 57.9

28.2 25.7 23.8 23 50.4 51.5 55.4 56.3 59.8 61 60.2 57.8 56.3

31.1 27.6 24.9 22.2 48.3 53 54.4 54.9 57.5 60.3 69 59.3 57.9

38.4 34.8 31.2 25.9 48 52.5 53 52 60 58.9 62.3 58.1 58.6

35.9 32.2 28.6 24 52.1 52.3 51.2 54.6 59.1 58 59.2 59.1 55.1

38.2 34.3 31 26.2 51.3 55.5 53.7 55.7 57.9 56.3 57.3 57.5 57.4

40.9 34.4 30.8 49.8 52.6 56 54.3 56.7 64.8 59.4 60.7 59.5 63.5

34.4 53.6 51.8 26.8 53.2 53.4 53.6 58.5 63.4 59.2 60.2 61.3 58.8

33.5 46.9 44.7 24.6 48.4 54.3 54 60.2 63.8 65.3 62.4 62.3 66.3

32.2 29.3 24.3 22.2 52.9 52.4 52.8 59.6 63.2 65.2 67.6 65.1 63.8

36.8 32.5 29.6 24.7 54.2 54.4 52.6 57.9 60.6 63.1 69.8 65.4 62.9

42.8 38.9 34.7 30.9 52.8 53.5 53.4 56.5 60.7 60.1 61 62.4 62.3

43.1 39.5 36.9 31.8 53.7 51.1 54.7 56.5 61.2 56.4 60.9 63.7 60.9

43.9 40.8 38.4 34.4 48.5 54.1 53.1 58.2 62.6 60.2 60.7 61.9 59

39.6 58.6 54.6 51.2 54.1 55.1 53.6 58.4 62.2 64.1 62.1 61 59.4

29.1 43.4 39.3 37.3 55.6 57.5 53.3 54.5 59.9 61.9 62.6 58.3 54.7

33.5 29.2 27.2 23.3 46.5 49.4 49.5 55.5 60.8 60.2 61.1 57.7 55.2

39.1 35.9 32.9 28.1 44.8 49.7 54.3 55.3 59.5 59.8 60.9 58.4 57.9

41.3 36.2 31.2 26.1 51.4 52.6 52.4 54.5 59.5 58.1 59.5 61.3 61.5

43.1 39.9 35 29.2 61.2 56.3 57.8 58.6 59.1 60.4 63.3 60.5 62

39.6 35.2 30.7 25.5 60.4 57.6 55.9 57 62.3 61.3 60.5 62 63.7

30.5 26.2 22.8 21.9 64.3 62.3 60.4 58.5 60.9 58.6 64.5 62.2 60.5

25.6 23.6 22.3 20.9 65 64.4 61.5 63.3 62.5 62.4 66.3 61.4 56.8

34.1 30.7 26.2 22.5 61.4 58.8 57.3 57.9 62.1 60.3 66.7 59.8 62

34.4 31.1 28.3 24 58 58.9 56 56.6 62 58.9 59.1 56.5 59.2

30.8 26.9 23.3 20.7 58 56.8 53.5 54.3 60 56.9 57.5 55.4 55.4

42.7 36.9 32.5 26.6 51.9 53.2 50.1 52.9 61.7 58.5 59.9 54.7 57.9

38.9 34.2 29.9 24.8 58.1 60.2 55.4 58.9 61.1 59.3 59.6 55 58.1

33.8 29.9 26.4 23 59.4 57.4 57.1 59.5 63.1 62.2 60.4 55.9 58.3

32.6 30.4 52.8 26.2 63.1 62.1 57.3 59.8 61.9 61.4 64.9 63.3 57.8

27.7 25.8 42.3 22.1 56.1 50.9 49 53.3 58.9 59.6 67.8 60.2 58.1

28.8 24.5 21.3 20.8 49.1 49.1 51.9 53.3 56.6 56.8 59.5 58.6 55.6

26.9 24.8 22.1 21.5 46.4 48.7 50.7 52.8 58.2 56.7 58.5 57.6 55.6

32.1 28.7 25.8 22.6 47.5 51.9 53.5 56.2 61.3 60.6 59.9 58.7 57.3

34.8 43.9 29.5 33.4 54.1 55.6 54.1 55.4 61.6 59.3 67.4 61.6 60.3

37.7 71 56 41.9 48.4 51.1 50.7 55.7 62.9 60 68 65.8 62.3

41.1 73.6 62 52.8 49.2 51.2 53.8 54.3 65.2 62 72.1 72.4 59.5

35.6 34 27.4 42.5 51.6 51.5 52.7 56.2 62.2 64.2 72.9 69.2 58.3

41.2 38.6 33.5 28.2 53.9 53.7 51.9 56.6 60.6 61.4 59.9 61.7 60

40.6 37.7 33 30.1 53.2 52.4 54.8 57.1 60.4 58.9 59.8 61.4 58.5 40 34.6 30.6 28.3 50.8 53.3 52.2 56 61.8 59 59.9 62.1 61.1

38.4 34.1 30.4 45 51.9 51.6 55.7 61.6 64 62.3 60.6 63.8 64.3

46.6 33.4 32.8 63.4 53.4 49.4 58.1 63.3 64.3 61.3 61.4 63.8 65

50.1 44.9 39.3 33.2 57.9 55.8 54.5 57.3 61 60.5 58.6 61.5 65.5

43.2 38.6 34.2 28.4 54.5 57.2 55.9 57.5 62.4 63 61.6 62.2 63.2

38.3 34.5 30 25.8 52.6 53.2 52.4 56.9 61.1 58.3 58.1 62 61.2

32.2 30 40.5 23.3 48 50.7 52.3 49.7 59.2 58.6 67.9 62.2 61

38.2 33.8 29.6 25.4 52.9 52.7 55.4 54.4 58.3 57.7 59 58.9 60.2

38.4 33.9 29.7 25.3 53.7 52.7 54.2 55.7 56.9 55.2 60.5 59.4 60.5

30.4 26.3 22.9 21.1 52.9 48.2 53.1 54.8 56.6 57.2 60.3 56.8 55.3

32.8 25.3 21.3 20.6 53.1 50.6 54.5 57.2 60 57.7 61.7 57.3 61.7

30.8 27.5 25.6 24.3 56.5 58.1 54.7 57.9 62.3 60.3 60.6 59.3 62.8

35.7 32.9 27.7 26.1 54.7 57.2 54.9 58.9 61.9 60.5 62.1 62.1 61.2 29 25.3 25.4 26.4 56.3 58.3 57 60.8 61.3 60.8 62.3 60 60.7

36.8 32.1 28.5 24.2 54.7 57 56.4 58.2 60.8 60.4 63.9 61.6 60.2

40.5 37.6 53.1 27.6 58.2 56.3 57.6 58.1 63.3 59.5 65.6 59.6 62.1

35.7 32.1 37.8 22.9 54.2 55.6 56.7 59.4 61.9 62.7 65.3 60.4 64

26.1 23.2 21.5 20.6 58.7 58.5 57.8 57.1 63.5 62.9 67.2 60 60.3

28.7 27.2 25.4 22.7 58 59.8 55.5 57.3 62.1 60.8 67 61.4 62.2

36.8 33 29.8 26.9 60.7 58.6 59.9 57.4 61.5 63.1 63.6 62.9 64.4

31.5 27.5 24.1 21.3 55.6 53.7 57 56.6 60.1 62.2 61.9 62.4 62.4 NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona. Raw Data 1/3 LZSmin 50.0 1/3 LZSmin 63.0 1/3 LZSmin 80.0 1/3 LZSmin 100 1/3  LZSmin 125 1/3 LZSmin 160 1/3 LZSmin 200 1/3 LZSmin 250 1/3 LZSmin  315 1/3 LZSmin 400 1/3 LZSmin 500 1/3 LZSmin 630 1/3 LZSmin 800

60.9 63.7 61.2 55.3 64 56.6 57.6 56 50.4 51.3 51.1 50.7 52.1

60.2 63.4 58.1 54.7 60.6 54.1 52.2 52.8 49 49.1 48.6 49.5 51.6

61.7 63.6 58.2 58.5 59.7 54 53.6 54.2 50.4 49.6 50 50.6 51.4

60.1 63.4 58.6 55.9 58.6 54.8 52.7 53.5 50 49.3 48.7 49.3 51.1

64.2 65 60.2 60.7 60.5 58.7 57.1 57.3 54 52.7 53.1 54.8 57.1

63.9 64.3 58.8 56.3 59.3 53.5 51.7 53.4 49.3 48 49 49.3 49.9

62.9 65.2 60.4 56.4 60.4 55.8 52.9 55.1 50.1 48.6 48.5 49.8 50.1

62.2 65.4 60.2 61.6 63.7 59.2 59.5 60 58.2 53.8 53.6 54.4 55.9

62.8 64 58.9 61.3 62.3 57.7 58.7 59.2 57.5 53.1 53.1 54.1 55.9

62.5 64.6 59 62.1 60.3 59.5 60.2 59.3 55.7 54.3 54.4 55.8 57.5

60.2 62.8 59 57.6 59.7 55.8 55.7 56.7 53.1 51 50.6 51.4 52.5

58.6 62.7 59.5 52.6 58.2 52.5 50.5 51.7 46.4 46 45.6 47 47.1

58.2 62.7 60.2 52.8 58.4 52.3 51 52.1 46.4 46.2 46.1 47.3 47.5

62.4 65.5 59.8 59.1 61.2 56.6 56.4 57.6 54.1 52.1 52.5 52.7 54.8

61.8 63.4 58.8 60.1 60.7 56.6 54 55.4 51.2 50.2 50 50.9 51.9

58.4 64.3 62.9 60.3 59.8 56.3 56 56.6 53.9 51.9 50.9 51.3 52.4

60.4 63.6 64.5 59.7 61.4 60.4 57.4 59.2 56.7 54 55 54.8 55.2

60.1 63.1 60.4 57.5 61 58.1 57.8 58.7 56.5 54.1 54.9 54.6 56.3

63.2 64.9 59.8 57.5 61.1 57.1 55.6 57.8 55.7 53.8 56.1 56.1 58.1 64 65.1 58.4 57.6 61.5 58.3 56.6 57.5 55.8 51.9 52.3 53.1 54.5

61.7 63.6 57 55.1 59.1 51.2 50.1 51.9 46.9 48.2 47 48.2 48.4

61.5 63.7 60.1 55.5 61.3 55 51.1 53.5 48.7 47.9 46.2 48.1 48.8

61.1 64.3 60.7 57.5 61.9 59.3 52.8 54.8 50.6 50 48 49.7 50.6

60.8 65 63.8 61.5 61.2 59.7 57.5 58.1 54.5 55.1 52.8 54.5 55.2

59.4 64.2 58.7 59.1 60.1 55.4 53.4 53.4 50.3 50.6 49.7 49.6 50.1

60.7 63.7 60 56.2 59.8 56.6 56.6 56.6 54.9 53.7 52.5 53.1 54.3

59.7 63.1 58.2 57 60.1 55.8 57.6 58.3 53.7 53.6 52.3 53.4 54.7

61.9 63.2 58.7 57.5 59.8 57.8 54.6 56 53.6 52.6 50.6 51.3 53.3

59.9 63.1 58.1 58.5 59 60.4 50.9 54.5 52.3 51.8 49.4 50.7 50.8 60 64.5 58.5 57.7 61.7 61.5 52.9 55.1 53.2 53 51.1 52.5 52.8

59.6 65.1 59.2 58.1 61.9 60.3 54.6 55 51.8 50.8 52 52.3 53.5

63.4 64.3 63.6 62.7 61.1 59.3 55.8 55.5 54.1 51.5 50.4 50.7 51.5

63.1 63.5 61.6 59.5 60.1 60.2 54.1 54.1 52.8 49.9 49.9 49.8 50.7

63.1 64.6 60.3 57.5 60.1 60.9 53.7 53.6 51.6 50.6 50.1 49.9 51.3 60 63.6 59.8 61.6 59.4 53.6 51.7 52.2 51 49.7 48.8 49.4 51.1

59.6 64.3 58.6 58.2 58.7 53.6 53.1 54.5 52.4 50.5 50.6 50.8 52.4

59.3 66.5 59.1 58.2 59.1 55.5 57 58.5 54.7 51.7 52.6 53.3 55.8

60.5 62.9 57.9 55.4 60.5 55 54.3 54.9 49.2 49.2 47.8 49.2 51

59.4 63.3 56.8 56.1 60.1 52.5 51.1 51.9 47.1 47.2 46.3 46.4 48

62.3 63.2 55.1 57.2 60.6 50.3 50.8 50.5 47.4 46.9 45.6 46.8 47.1 61 63.8 59.8 58.7 60.9 58.7 59.2 57.4 52.9 53.2 53.2 53.8 55.3

64.9 64.2 59.9 58.7 62.3 57.2 55.5 53.7 52.4 51.6 52 51.5 53.1

63.4 63.2 61.4 60.5 61.1 59.4 56.4 55.6 54.8 53.8 52.6 51.9 54

62.1 64.6 57.3 55 59.2 54.6 53.6 52.3 49.8 50 49.1 48.5 50.3

60.1 63.4 58.8 57.6 58.7 59.2 56.2 55.8 50.3 50.9 49.7 51.2 53.3

60.7 64.8 58.6 60 61.1 58.7 53.3 53.3 47.9 48.3 48.9 49 50.1

59.9 63 57.4 55.6 60.5 54.1 55.6 54.5 51.4 50.1 51.8 50.6 51.6

58.5 62.9 56.6 54.5 59 52 51.3 50.2 47.2 47.5 47.8 48.3 49.2

58.3 61.2 55.8 53 57.6 51.6 51.2 49.8 46.5 46 46 46.4 47.1

61.4 62.5 55.7 54.6 59.6 51.8 50.6 49.6 46.5 45.5 45.5 46 46.7

62.6 62.7 59.3 58.1 59.8 56.6 57.8 57.5 51.9 51.3 50.5 52.6 55.1

60.2 63 58.3 56.3 60.6 55 55.7 54.6 50.1 48.7 48.8 50.5 53.3

59.5 62.5 56.4 55.6 58.5 53.9 53.8 52.8 49.2 49.4 48.7 49.4 51.5

59.4 62.5 55.7 54.8 59 55.6 55.3 53.6 50 48.6 48.8 49.3 51.9

57.4 61.9 57.7 55.5 58.3 56.8 54.3 54.5 49.5 48.3 48.6 48.5 50

61.9 63.6 58.4 56.6 59 51.5 52.7 51.5 47.2 47.2 46.6 46.8 47.8

61.5 62.5 58.9 56.4 59 54 53.8 52.2 48.1 48.3 47.3 47.2 49.6

62.2 62.4 59.7 57 61.6 56.1 56 53.9 51.6 51 49.2 50 50.8

61.6 61.2 56.4 56.6 58.9 51.6 51.5 50.7 46.4 47.4 45.6 47.1 49.1

60.8 61.6 56.2 53.2 56.5 51.2 50.2 49.6 46 46.7 45.7 46.4 47.7

59.7 62.1 56.5 53.5 57.1 51.9 50.5 50 47.3 47.2 45.7 46.6 47.9 NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona Raw Data 1/3 LZSmin 50.0 1/3 LZSmin 63.0 1/3 LZSmin 80.0 1/3 LZSmin 100 1/3  LZSmin 125 1/3 LZSmin 160 1/3 LZSmin 200 1/3 LZSmin 250 1/3 LZSmin  315 1/3 LZSmin 400 1/3 LZSmin 500 1/3 LZSmin 630 1/3 LZSmin 800 58 60.5 57.3 58.4 54.3 52.6 51.7 52.1 50.1 49.3 49.6 49.1 50.4

55.3 57.3 55.8 57.2 52.5 50 49 49.2 46.5 45.9 45.7 47.3 48.9

56.1 57.1 59.4 57.8 54.1 54.7 53.3 49.8 46.5 51.4 49.1 46.2 46.5

56.8 56.6 59.2 57.1 54.3 53.2 54 48.4 46.4 44.6 44 44.2 45.1

57.4 58.3 55.4 56.7 57.7 58.5 57.2 55 53.2 52.3 51 47.1 46.4 59 58.2 57.5 58.5 57.3 56.1 53.2 54 51.8 50.4 50.3 47.4 48.5

60.1 60.2 59.2 57.5 56.6 57.3 55.8 54 52 52.1 51 52.3 52.4

60.7 57.4 55.6 54.6 54.1 53.4 53.1 53 49.3 49 48.4 49.6 49.2

66.1 62.9 57.5 55.8 59.7 61.9 55 54.9 50.6 51.2 48.2 48.7 49.4

62.4 61.7 59.2 58.9 59.8 59.4 52 54 51.1 50.5 47.4 47.7 47

62.3 61.7 58.9 60.1 66.2 59.6 51.8 53 50.5 49.7 46.9 47.1 46.3

63.2 64.3 63.5 61.7 63.3 61.3 60.6 59.2 54.2 53.4 53.8 52.4 53.4

64.6 66.8 63.1 63.9 62.3 60.6 58.7 58.4 56.8 54.9 56.7 55.5 56.7

61.6 65.3 64.2 59.9 59.6 56.6 56.7 56.2 52 51.2 52.9 52.5 53.4

61.7 61.8 59.2 60 58.9 58.5 59.5 56 54.4 53.7 53.4 54.9 55.8

54.4 57.5 52.3 51.8 53.1 50.3 49.2 46.9 45.6 46.2 46.7 46.2 47.3

55.6 59.1 59.9 59.4 56.9 54 54.4 53.4 53.1 50.7 51.2 51.7 51.2

57.5 58.5 60.4 60 58.7 55.9 55.7 53.9 48.9 48.7 49.8 49.8 50.8 63 60.1 61.4 61 59 58.6 56.3 55.8 52.6 53.2 52.9 52.5 53.3

62.7 60.9 65.3 63.8 65.1 62.6 59.1 58.5 55.9 56.9 57.7 58.5 59.3

64.8 61.9 60.7 62.2 65 64.2 59.9 58.7 56.6 54.9 55.4 54.5 56.1

61.6 60.1 58.7 58.7 64.6 58.6 53 51.5 46.9 49.3 48.3 48.7 48.2

59.7 58.4 56.9 57.6 63.1 58.2 52.3 49.7 46.2 46 45.4 46.3 46.3

60.3 59.5 56.8 58.7 63.5 57.7 52.1 49.7 46.3 46.1 45.6 46.3 46.3

57.9 60.5 58.2 57.4 56.2 55.3 54.9 52 50 49.5 48.1 47.6 51.8

56.5 59.3 56.4 58.4 57.7 54.9 53.3 51.4 50.4 50.5 48.1 47.3 50

57.8 59.6 60.2 59.5 61.5 56.4 57.5 56.9 53.9 52.6 54 54.3 55.8

57.6 59.1 56.4 62.2 58.4 59.2 60.2 57.7 55.7 55 56.1 56.7 57.4

57.9 58.2 55.8 54.7 55.6 54.6 53.1 51.5 48.3 49.4 47.9 48.7 50.2

56.9 56.5 55.1 54.3 55.5 52.5 51.6 50.3 47.8 48.4 48 48.6 49.8

58.9 56 52.5 51.2 54.7 51.3 49 46.4 45.6 46.2 46 46 45.7

57.9 57 52.4 52.6 50.7 49.3 47.7 46.4 44.2 45.7 45.4 45.9 46

54.1 54.3 49.4 51 49.6 48.2 45.1 43.6 42.1 43 43.2 44 44.4 57 56.3 54.9 53.6 53.5 52.4 50.4 52.5 50.3 49.3 50.3 50.4 52.4

57.2 57.1 54.8 54.9 52.9 51.9 50.6 50.4 47.1 46.1 46.6 47.2 48.1

58.3 59.2 56.5 55.2 53.5 51.9 51.6 51 47.5 45.8 46.2 47.2 47.9

59.6 58.6 58.7 56.5 54.5 52.8 50.6 51.5 48.2 47.5 47.5 47.7 48.7

59.7 58.1 58.5 59.1 53.9 54.2 51.5 51.2 49.2 48.9 48.7 48.9 50

64.7 64.8 59.1 59.3 58.2 56.5 54.5 53.7 51.9 52.2 52.3 51 52.1

60.2 57.8 60.1 58.9 56.8 57.8 57 56.3 51.2 52.1 51.9 52.5 53.4

62.1 65.4 62.2 64.4 61.3 58.5 57.5 56.4 55.4 57.1 57.3 56.9 58.9

62.1 63.1 60.2 58 57.5 58.1 55.4 55.7 51.6 53.1 53.7 53 54.7

61.8 63.2 59.5 59.2 58.9 58.7 59.1 60.2 55.5 55.8 56.4 56 57.8

62.4 68 58 60.3 62.4 56.5 59.8 61 58.2 57.4 57.2 58.6 57.7

60.7 64.1 57 59.7 65.5 60.2 57.6 59.3 57.7 56.4 56.4 55.7 57.2

60.6 58.4 55.3 58.1 59 55.3 56.2 55.3 52.6 52.5 52.3 53.2 54.4

58.3 59.5 56.4 55.5 56.6 53.4 53.7 53 50 50.2 50.9 51.3 51.3

58.4 58.2 56.5 57.4 55.7 52.9 52.6 52.7 49.9 48.1 49.8 48.3 48.9

61.7 57.8 59.2 58.6 58.3 55.9 54.8 57.8 53.5 52.2 53.3 52.8 53.7

56.8 61.4 55.5 54.8 54.6 51.4 49.4 50.9 49.7 48.3 48.1 48 48

57.3 66.9 54.3 56.3 61.5 52.2 53.5 55.8 51.4 51.7 50.2 51 51.4 60 66 56 57.5 61.5 53.6 54.2 55.8 52.5 51.7 49.1 49.8 51.2

60.1 61.6 56.9 57.9 59.5 53.2 52.4 52.5 49.9 49.6 48.7 48.1 49.4

57.8 60.2 55.9 54.2 56.9 52.7 51.9 51.6 49.2 48.5 48.8 48.2 49

60.3 61.7 57.6 55.4 56.9 54.7 57.9 58.1 54.5 53.4 52.7 55.2 56

66.2 62.2 60.9 60.8 59.2 60.5 60.6 60.9 58.1 57.2 57.7 57.7 57.6

64.9 66.6 58.4 61.1 59.6 56.7 54.3 51.3 49.9 48.6 50.2 49.7 49.2

62.8 57.2 57 56.3 56.2 54.5 52.8 50 48.5 48.1 49 49.3 49.1

61.2 57.3 57.2 57.3 54.9 53.5 52.9 50.2 47.5 47.4 48.1 48.4 49.3

62.2 64.8 59.2 58.8 59.3 56 57.6 54.5 52.2 52 51.7 52.7 54

62.2 60.4 56.8 55.6 57.7 55.5 52.2 49.9 46.8 46.7 47.2 46.4 47.8 NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona. Raw Data 1/3 LZSmin 1000 1/3 LZSmin 1250 1/3 LZSmin 1600 1/3 LZSmin 2000 1/3  LZSmin 2500 1/3 LZSmin 3150 1/3 LZSmin 4000 1/3 LZSmin 5000 1/3 LZ Smin 6300 1/3 LZSmin 8000 1/3 LZSmin 10000 1/3 LZSmin 12500

53.4 52.7 50.8 47.3 43 39.6 37.1 35.4 33.1 31.1 28.2 25.7

51.8 50.9 49.6 46 41.4 37.9 35.4 33.3 30 27.4 24.5 22.3

51.8 50.1 49.3 45.7 41.9 38.8 35.7 33.5 30.7 27.4 24.7 22.2

51.1 49.9 49.2 45.5 41.6 38.7 34.6 32.6 29.6 26.1 23.1 20.4

56.4 54.4 52.5 48.7 45.1 42.7 40.9 37.9 35.1 31.9 26.9 25.2

50.1 48.2 46.1 42.6 40.2 38.1 35.9 33.8 30.6 27.2 23.4 21

50.2 48.4 46.3 43.2 40.7 38.4 35.3 32.7 29 25.7 22.2 21.1

57.3 56.5 54.5 52.1 48.5 45.2 41.6 38.4 34.7 31.5 28.2 24.5

57.4 56.4 55.4 53.3 49.1 45.4 41.2 38.1 34.2 30.9 26.2 22.8

57.7 56.2 54.7 50.6 46.7 43.2 41.2 38 33.2 30.4 25.6 22.7

52.6 50.6 49.1 46.8 43.8 40.7 37.4 34 30.9 28 24.6 21.9

46.1 44.3 41.9 38.7 36.2 33.9 32.5 30.3 27.9 25.6 23 21.3

46.3 44.5 43.1 39.9 36.9 34.6 33.2 30.3 27.2 24.3 21.6 20.1 56 55.4 54.6 50.1 46.7 43.2 40.4 37.7 34.4 31.8 28.8 26.4

52.4 50.8 49.3 45.8 42.1 40.4 38 36 32.9 29.9 26.6 24

53.1 50.9 49.2 45.6 41.9 39 36.2 34 31.2 28.4 25.2 22.7

55.9 55.4 53.7 51.1 46.2 42.8 40.1 37.2 34.1 31.1 27.4 24.4

56.7 56.1 54.7 51.7 47.6 44.3 41.7 38.8 34.9 31.8 27.7 24.6

57.6 55 53.2 49.7 46.3 43.3 40.8 38 34.3 30.9 26.5 23.4

54.9 52.3 50.8 48.2 44.2 41.2 38.7 35.1 31.1 28.2 24.6 22.1

47.5 45.2 43.1 42 38.9 36.2 35.4 33.6 28.4 25.8 20.5 18.9

47.9 45.5 43.9 41.6 38.9 35.9 33.8 32.5 27.4 25 20.4 18.9

49.8 47.9 46 43.5 39.8 37.1 36 33.9 29.7 26 22.4 19.9

53.8 51.1 49.4 46.3 43.3 40.5 37.9 35.3 31.1 27.6 23.4 21.1

50.4 49.3 48.1 44.8 41.7 39 36.2 33.1 29.7 26.2 22.6 20.3

54.4 54.4 53.7 51.2 47.5 44.1 41.5 38.6 34.8 31.3 27.1 22.9

56.1 55 53.2 50.8 46.8 42.6 39.4 36.5 32.7 29.6 25.4 22.8

55.3 53.9 53.1 48.6 44.9 42.6 40.2 37.2 33.9 31 26.7 23.8

49.6 48.4 46.9 44.6 41.1 39.7 37.6 34.3 29.3 24.9 20.6 18.2

53.4 52.5 52.6 50.5 47.8 45.8 43.7 40.9 36.1 34.3 26 21.1

53.7 52.3 51 48.5 44.7 42.3 39.4 37.3 33.1 28.8 24.3 22.7

52.2 51 50.5 47.9 45.9 43.5 41.5 38.3 35.5 31.9 27.2 23 51 50 49.1 46.6 45.9 41.9 40.4 38.4 35.5 33 29.6 25.3

51.1 49.7 46.8 44.4 40.9 38.2 36.4 34.1 30.8 27.5 23.1 20.2

50.5 49.3 47.4 44.2 41.8 39.1 37.4 36 33.3 31 28.5 25.4

52.3 50.5 48.4 45.4 41.8 39.5 37.8 36.4 34.3 31.9 28.6 25.7 56 54.8 52.9 49.2 45.3 41.8 39.4 36.7 33.5 30.6 27 23.7

50.9 49.7 47.7 45.2 42 38.8 36.9 34.4 30.9 27.3 23.2 21.3

47.9 45.8 43.4 40.4 37.3 34.1 32 29.7 25.8 22.9 20.3 19.1

46.5 44.3 42.3 38.8 35.2 32.2 31.9 29.2 23.5 20.5 18.5 18 56 55.2 54.6 51.1 47.4 44.2 41.6 38.4 35.1 31.9 28.2 24.9

52.4 50.7 49.3 45.8 42.7 40.2 38 36.4 32.4 29.6 24.3 23.9

54.4 52.7 51.7 47.1 43.3 40.3 38.1 36.4 32.3 29.6 24.3 23.7

50.1 47.8 47 43.2 40.4 37.4 35.7 33.8 31.5 29.4 26.2 23.1

54.2 52.8 51.2 48.3 44.4 41.1 38.9 36.1 32.9 29.7 26.2 23

48.8 47.5 46 43.4 40.4 37.3 35.2 33.1 31 28.7 25.8 23.1

50.6 49.7 48.1 44.6 40.5 37.5 35.4 33.2 31 29 26 23.1

48.8 47.9 46.2 42.3 38.5 35.5 33.5 31.8 30 27.9 24.8 22.4 46 43.9 41.9 38.2 35.6 33 31.2 28.8 25.5 22.3 19.9 18.7 46 44 41.8 38.6 35.8 33.1 31.2 29.1 25.5 22.3 20 18.7
54 52 50.7 47 43.3 40.6 39.2 36.1 32.3 29.7 25.9 22.1

53.5 51.1 49.7 46.1 42.4 39.6 38.2 35.2 31.4 28.5 24.6 21 52 50.2 48.9 45.1 40.8 37.9 35.8 34.1 30.3 25.9 22 19.5

52.4 50.6 48.5 45.8 42.1 39.8 37.3 34.3 31.2 28 24.1 19.9

49.7 48.5 46.8 44.3 41.3 38.7 36.2 33.7 29.5 25.5 21.9 19.5

47.7 45.5 44 41.6 39 36.2 33.4 30 26.2 22.8 19.2 18

49.4 46.4 44.6 41.6 38.1 35.1 32.8 30.6 27.6 23.9 20.4 18.8

49.8 46.8 46 42.4 39.7 37 34.8 32.2 28.8 25.7 22 22.9

48.2 46.5 44.8 41.2 38.6 36.9 34.2 31 27.2 22.2 19.2 18.4

46.7 44.6 42 39 35.7 32.8 31.3 29.4 25.7 21.2 18.4 18

46.8 44.6 42 39.2 35.9 32.8 31.2 30.1 26.2 21.4 18.7 18.5 NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pomona Raw Data 1/3 LZSmin 1000 1/3 LZSmin 1250 1/3 LZSmin 1600 1/3 LZSmin 2000 1/3  LZSmin 2500 1/3 LZSmin 3150 1/3 LZSmin 4000 1/3 LZSmin 5000 1/3 LZ Smin 6300 1/3 LZSmin 8000 1/3 LZSmin 10000 1/3 LZSmin 12500

50.5 48.5 46.6 42.9 37.8 34.1 32 29.3 27.4 24.1 21.3 20.3

49.7 48.5 46.7 43 37.4 32.7 29.8 26.8 24.4 21.1 18.7 18.3

46.4 44.5 42.6 39.9 36.7 33.3 31.6 28.6 27.7 25.6 22.7 20.2

44.5 42.9 41.1 39 36.6 32.6 29.7 27.1 25.3 22.5 19.9 19.3

45.4 43.8 42.4 38.9 35.5 32.6 30.4 26.5 23.5 20.7 18.1 17.8

46.6 45 43.5 40.3 36.6 34.2 32.5 29.1 27 23.2 19 17.8

51.4 50.6 48 44.7 41.4 38 35.4 31.4 29 26.8 23.1 19.7

49.1 49 46.3 43 39.2 35.4 33.3 30 26.6 23.4 19.8 18.2

49.3 48.4 46 43.2 40.9 37.7 35 32.9 31.9 28.5 24.2 25.6

46.5 45.7 44.4 42.9 41.3 40.1 37.7 35.6 33.7 30.8 27.7 24.2

46.4 45.3 43.9 42.5 40.9 40 37.1 35.1 33.1 30.2 27.2 23.9

52.5 52.2 51.3 49 47.1 45.9 43.6 41.4 38.9 37 34 29.6

56.9 56.2 55.7 53.5 51.4 49.1 46.8 44.8 41.6 39.3 35.9 31.9

53.7 52.7 52.3 49 44.9 40.6 37.4 33.2 29.2 25.8 22.1 19.5

54.9 52.2 51.6 47.4 44.5 42.6 41.1 39.1 35.4 32.5 29.2 26.7 47 44.5 42.7 39.1 35.1 32.3 29.7 26.9 23.7 21.1 19.6 20 51 48.5 46.3 43.8 41.4 39.1 35.5 31.7 28.1 24.5 21.4 19

50.8 48.7 47 44.2 41.3 39.6 36.4 33.4 29 25.7 22.2 19.1

53.7 52.6 50.2 47.6 43.8 41.1 39.2 37 34.9 30.8 26.9 22.2

60.2 59.2 57.8 54.4 50.2 46 42.9 39.3 36.7 33.6 29.4 26.8

57.5 57.3 55.6 52.3 48.1 43.9 40.9 37.3 34 30.3 26.4 22.7

49.5 47.8 46 43.3 39.5 36.7 33.4 30.3 27 24.2 21 18.8

45.6 43.7 41.7 38.9 36.1 34.2 32.3 27.7 24.7 21.2 19 17.8

45.8 43.8 42 38.6 35.9 34.2 31.8 28.1 24.9 21.7 18.9 17.9

54.6 53 51.6 46.2 41.6 38.9 36 33.2 30.2 27.2 22.8 20.2

50.9 48.9 47.4 44.3 41.3 38.6 35.8 33.2 30.1 27.1 22.8 20.1

55.8 54.6 52.2 49.1 45.6 41.8 39 36.1 33.1 29.4 25.3 21.5

58.8 56.4 54.9 51.9 46.5 42.5 39.8 36.1 32.3 29.2 24.9 21.2

51.2 49 47.6 44.6 40.1 37.4 35.1 32.4 29.2 27.2 24.3 21.3

48.9 46.7 45.8 43.1 40.1 37.4 35.2 32.5 30 28 24.8 21.9

45.8 43.5 42 39.8 37 35 33.1 30.4 27.3 24.3 22 20.1
45 42.4 40.5 36 32.6 30.4 29 28.2 26.2 24 22.1 20.7

43.6 41.7 39.3 35.7 32.2 29.3 27.9 24.6 21.4 18.7 17.3 17.4

50.9 49.8 49.3 46.5 42.3 39.1 36.5 34.8 31.5 29.3 25.2 21.1

48.4 47.2 46.2 42.7 39.6 37 35.1 31.3 29 26.7 25 21.6

48.2 47.7 47.4 43.5 40.6 37.8 35.8 31.3 28.9 26.8 27.5 29.5

49.2 46.8 46.4 43.7 41.9 40.9 40.1 37.6 35.8 33.3 30.8 34

49.7 47.6 46.5 44.4 42.6 41.2 40 37.3 36.3 33.2 30.7 27.2

53.3 52.2 50.3 48.7 47.3 46.1 44.7 42.5 40.5 38 35.5 31.5

54.7 53.3 51.8 49.3 46.2 44.2 42.1 39.1 36.5 33.4 30.8 26.9 58 56.2 53.5 50.7 48.9 48.1 46 42.8 41.7 37.7 33.2 27.8 55 53.2 51.8 48.5 44.9 42.6 39.9 37 33.2 29.8 24.9 21.1

56.8 55.3 53.4 51.4 48.4 46 43.5 41.1 37.8 34 28.9 24.9

54.9 52.4 50.2 49.2 47.5 45.8 43.8 41.8 37.7 34 28.4 23.9

56.7 56 56.3 50.6 46.4 42.8 41.6 38.3 35.2 32 28.4 24.6

53.8 51.4 50.1 46 44.3 41.2 38.8 37 33.4 30 27.1 23.4

51.2 49 49.1 45.8 43 40.5 39.2 36.1 33.5 30.3 27.5 24.1

49.1 47.7 47.2 44.5 42.4 41.8 39.9 37.4 34.1 31.2 28.5 25.3

53.1 52 51 48.2 46.8 45.2 42 39.4 36 33 29.7 25.4

47.9 46.2 45.7 42.7 38.8 35.8 34.1 31.3 26.8 23.5 21.1 18.6

50.7 48.6 46.9 43.9 40.4 37.1 34.2 32.5 28.7 24.5 21.3 18.6 51 48.7 47.2 43.8 40.7 38.6 36.8 34.1 30.7 27.3 24.3 21.2

49.1 47.4 45.7 43.1 41.2 40 37.8 35.5 33.1 30.4 27.2 23.3

49.1 47.6 46.5 42.5 39.1 36.9 34.7 32.6 28.9 25.6 21.8 19.4 57 56.8 56.2 50.6 45.6 42 38.1 34.9 31.5 28 23.7 20.3

56.6 54.9 53.5 50.1 46.3 43.6 41.5 38.4 35.5 31.5 26.5 22.8

49.4 46.9 45 41.3 39.3 36.7 34.9 32 29.3 26.5 22.8 20.3

49.2 46.6 44.4 41.2 39.4 36.7 36.2 32.3 29.5 26.9 23.6 21

48.7 46 44.2 40.8 39.3 37.1 35.8 32.4 29.7 27.5 24.6 22.2

54.5 52.9 51.7 48.8 46.4 42.8 40.3 37.8 34 30.8 26.7 23.1

46.6 43.8 42.6 38.7 34.7 33.2 34 28.1 24.8 22 19.5 18.3 NM1   KWAQN 42 Rio Rancho Rd Gas Station, City of PomoRaw Data 1/3 LZSmin 16000 1/3 LZSmin 20000 LAIeq‐LAeq OVLD OBA OVLD Marker

22.4 20.9 0.4 No No

20.5 20.4 0.8 No No

20.4 20.3 ‐0.1 No No

19.2 20.1 ‐0.1 No No

21.3 20.6 2.1 No No

19.3 20.1 1.1 No No

19.3 20.1 0 No No

21.5 20.5 0.5 No No

20.4 20.3 0.3 No No

20.3 20.4 2.8 No No
20 20.3 2.3 No No
20 20.4 0.9 No No

19.5 20.2 0.1 No No

23.3 21.4 0.7 No No

21.4 20.5 0.5 No No

20.5 20.4 1.2 No No

21.3 20.6 ‐0.1 No No
21 20.5 ‐0.1 No No

20.7 20.3 0.3 No No
20 20.3 1.2 No No

18.9 20.1 0.3 No No

18.9 20 0 No No

19.3 20.2 0.6 No No
20 20.4 5.7 No No

19.4 20.1 0.9 No No

20.4 20.3 0.8 No No

20.8 20.5 1.4 No No

21.1 20.5 3.4 No No

18.7 20 0.2 No No

19.1 20.1 0.3 No No

19.6 20.1 1.4 No No

20.3 20.3 7.3 No No

21.7 20.6 5 No No

19.1 20.1 0.2 No No

21.8 20.3 0 No No

22.8 21.2 1.3 No No

21.4 20.5 0.1 No No

19.6 20.2 0 No No
19 20.1 0.6 No No
19 20 0 No No

21.7 20.7 1.2 No No
21 20.4 0.2 No No

20.9 20.4 3.1 No No

21.4 20.6 0.2 No No

21.2 20.6 4.9 No No

21.4 20.6 3.3 No No

21.3 20.6 0.9 No No

20.9 20.6 0.5 No No
19 20.1 1.6 No No
19 20 0.2 No No

21.5 20.7 1.1 No No

21.2 20.6 0.6 No No

19.2 20.1 0.2 No No

19.1 20 0.9 No No
19 20 0.7 No No

18.6 20 0.2 No No

18.9 20.1 0.3 No No

19.4 20 5.7 No No

18.9 20 0.1 No No

18.6 20 0.2 No No

18.8 20 7.9 No No
NM2   KWAQN 42 Rio Rancho Rd Gas Station, City of Pom
oRaw Data
1/3 LZSmin 16000 1/3 LZSmin 20000 LAIeq‐LAeq OVLD OBA OVLD Marker

19.6 19.9 0.3 No No

18.4 19.7 0 No No

19.3 19.7 2 No No

18.5 19.6 13.1 No No

18.2 19.6 0.3 No No

18.1 19.5 4 No No

19.1 21.5 5.6 No No

18.4 20.4 3.4 No No

22.8 20.1 0.8 No No

22.2 20.6 0.9 No No
22 20.5 0.4 No No

25.7 22.7 0.5 No No

27.7 22.3 0.8 No No

18.9 19.7 0 No No

22.9 20.7 3.9 No No
19 19.8 0.4 No No

18.5 19.5 0.8 No No

18.6 19.6 0.6 No No

19.8 19.9 0.6 No No

22.5 20.6 7.2 No No

20.5 20.4 7.2 No No

18.5 19.8 0.6 No No

18.2 19.6 1.6 No No

18.1 19.5 0.1 No No

18.6 19.7 0.5 No No

18.6 19.6 0.4 No No

19.4 19.7 10.2 No No

19.7 19.9 7.4 No No

20.1 20.1 0.6 No No

20.2 20 2.1 No No

19.9 19.7 0.1 No No

19.8 20 0.4 No No
18 19.6 0.9 No No

19.5 19.8 5.4 No No

20.4 20.3 0.2 No No

21.3 21.1 16.7 No No

27.3 32.1 0 No No

23.9 21.8 0.6 No No

27.4 23 0 No No

23.5 21.2 0.7 No No

23.8 21.1 0.8 No No

19.2 19.8 1.7 No No

22.6 28.1 0.6 No No

20.9 20.5 0.4 No No

21.7 20.5 ‐0.1 No No

20.9 20.4 0.2 No No

21.5 20.5 0.9 No No
22 20.5 0.7 No No

22.9 21.1 2.8 No No

18.4 19.7 0 No No

18.4 19.7 0.3 No No

19.8 20 0.3 No No

21.4 20.7 6.6 No No

19.1 19.8 0.1 No No

22.3 20.7 5.6 No No

20.8 20 4.4 No No

19.4 19.8 0.1 No No

19.7 19.8 0.3 No No

20.3 20 ‐0.3 No No

20.9 20.2 0.3 No No

18.5 19.8 0.6 No No
Ambient Ambient 64.5
Dryers Dryers 94.2
Ambient 59.2
Dryers 90.5
Ambient 58.1
Dryers 88.1
Ambient 55.5
Dryers 86.4
DRYERS
Ambient 71 Holstered In Use
Claw 75 97
Door Closed 88 Ambient 67.5 Crevis tool 76 106
Door Open 91.7 Dryers On 101.8
Holstered In Use
Door Closed 77.8 Claw 71 76.2
Door Open 86.7 Crevis tool 71 78.5
Door Closed 76.3 Holstered In Use
Door Open 78.4 Inside Claw 71 72.3

97.2 Crevis tool 71 72.3
Door Closed 76.3
Door Open 75.6 Ambient 78.9 Holstered In Use
Dryers 93.1 Claw 71 71.4
Crevis tool 71 71.4
Ambient 74.5
Dryers 85.3
Ambient 70.8 Ambient 75
Dryers 79.1 In Use 113
Ambient 65.7 Ambient 71
Dryers 76 In Use 94.1
Ambient 71
In Use 86
Ambient 71
In Use 83
Ambient 62
Door Closed 76.7 Holstered In Use
Door Open 85.2 Claw 75 92
Crevis tool NA NA
Door Closed 72.6
Door Open 79.2 Holstered In Use
Claw 68.5 74.3
Door Closed 71.1 Crevis tool NA NA
Door Open 75.6
Holstered In Use
Door Closed 67 Claw 62.7 67.8
Door Open 73.5 Crevis tool NA NA
Holstered In Use
Claw 62.4 63.6
Crevis tool NA NA
Ambient 75
In Use 108
Ambient 71
In Use 92.6
Ambient 62.7
In Use 85
Ambient 62.4
In Use 83
VACUUMS at PRODUCER
0'
10'
20'
30'
20'
30'
2905 S. 99th Ave. Tolleson, AZ. 85353
4 Sons No. 201 Chevron Express Wash
Sound Data
QTY - 1 Vacutech 30HP Producer

VACUUMS
0'
10'
20'
30'
Air Nozzle
0'
10'
10'
20'
Tunnel Exit
10'20'

78.4 82.6
Sound Data

55.456 55.6 0'
30'

76.2 4 Sons No. 509 Chevron Express Wash
1446 E. Chandler Blvd. Phoenix, AZ 85048
DRYERS
QTY-8 MACNEIL TECH 21 15HP DRYERS
10'
20'
30'
Sound Data
Scrub Bot Express Wash
3965 W. Ray Rd. Chandler Az. 85226

VACUUMS
QTY-12 MACNEIL TECH 21 15HP DRYERS QTY - 2 AUTOVAC 20HP PRODUCERS 0'
10'
20'
30'
QTY-2 AUTOVAC 20HP PRODUCERS
VACUUMS at PRODUCER
Settings were as follows: 40 ~ 90 dB range, "A" weighting mode, FAST (High Speed) mode All sound measurements below were taken with a VLIKE Model - VL6708 digital sound level meter. 30'
30'

DRY N SHINE
0'
0'
10'
Qty -12 MacNeil Tech-21 15HP Dryers
At Dryer
10'
20'
30'
Air Nozzle
20'
0'

Traffic Impact Analysis
for
The DC Fuels Development Project
In the City of Pomona
Prepared for:

DC Fuels, Inc.

January, 2022

TRAFFIC IMPACT ANALYSIS
FOR THE DC FUELS DEVELOPMENT PROJECT
IN THE CITY OF POMONA

Prepared for:

DC Fuels, Inc.
4685 Pier Enterprise Way
Jurupa Valley, CA 91752

Prepared by:

Kimley-Horn and Associates, Inc.
1100 W Town and Country Road, Suite 700
Orange, CA 92868

January, 2022

DC Fuels - Pomona - 32 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022

TRAFFIC IMPACT ANALYSIS
FOR THE DC FUELS DEVELOPMENT PROJECT
IN THE CITY OF POMONA
TABLE OF CONTENTS
INTRODUCTION................................................................................................................................................................................1 PROJECT DESCRIPTION.................................................................................................................................................................1 ANALYSIS SCENARIOS AND METHODOLOGY......................................................................................................................4 Analysis Scenarios............................................................................................................................................................................4 ANALYSIS METHODOLOGY..........................................................................................................................................................4 Significant Impact Criteria............................................................................................................................................................5 AREA CONDITIONS..........................................................................................................................................................................6 Existing Street System....................................................................................................................................................................6 Existing Transit Services...............................................................................................................................................................7 Existing Traffic Volumes.............................................................................................................................................................10 PROJECT TRAFFIC.........................................................................................................................................................................13 Project Trip Generation..............................................................................................................................................................13 Project Trip Distribution and Assignment..........................................................................................................................13 PROJECTED OPENING YEAR TRAFFIC.................................................................................................................................19 Opening Year 2022 Conditions................................................................................................................................................23 Opening Year 2022 Plus Project Conditions......................................................................................................................25 VEHICLE MILES TRAVELED (VMT) ANALYSIS.................................................................................................................27 QUEUING ANALYSIS.....................................................................................................................................................................27 SITE ACCESS AND CIRCULATION...........................................................................................................................................28 FINDINGS AND CONCLUSIONS................................................................................................................................................31

APPENDICES
Appendix A Approved Scope of Study Form
Appendix B Traffic Data Collection Sheets
Appendix C Intersection Analysis Worksheets
Appendix D Cumulative Project Information
Appendix E Queueing Analysis Worksheets
Appendix F Arrival and Departure Count Worksheets
DC Fuels - Pomona - 32 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
LIST OF FIGURES
Figure 1 – Vicinity Map ......................................................................................................................................................................... 2 Figure 2 – Project Site Plan ................................................................................................................................................................. 3 Figure 3 – General Plan Existing Roadway Classifications ................................................................................................. 8 Figure 4 – Public Transportation Services ................................................................................................................................. 9 Figure 5 – Existing Lane Configuration and Traffic Control ........................................................................................... 11 Figure 6 – Existing Traffic Volumes ............................................................................................................................................ 12 Figure 7 – Trip Distribution ............................................................................................................................................................ 15 Figure 8 – Project-Related Traffic Volumes ............................................................................................................................ 16 Figure 9 – Pass-By Traffic Volumes ............................................................................................................................................. 17 Figure 10 – Total Project Traffic Volumes ............................................................................................................................... 18 Figure 11 – Cumulative Project Locations ............................................................................................................................... 21 Figure 12 – Cumulative Project Traffic Volumes .................................................................................................................. 22 Figure 13 – Opening Year 2022 Traffic Volumes ................................................................................................................. 24 Figure 14 – Opening Year 2022 Plus Project Traffic Volumes ...................................................................................... 26 LIST OF TABLES
Table 1 - Summary of Existing Conditions........................................................................................................................... 8 Table 2 – Summary of Project Trip Generation.....................................................................................................................14 Table 3 – Summary of Cumulative Projects ............................................................................................................................20 Table 4 – Opening Year 2022 Conditions ................................................................................................................................23 Table 5 – Opening Year 2022 Plus Project Conditions ......................................................................................................25 Table 6 – 95 th Percentile Queue Lengths.............................................................................................................................28 Table 7 – Sonic Restaurant Peak Hour Arrivals and Departures..............................................................................29 DC Fuels - Pomona - 1 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
TRAFFIC IMPACT ANALYSIS
FOR THE PROPOSED DC FUELS - POMONA PROJECT
IN THE CITY OF POMONA

INTRODUCTION
This Traffic Impact Analysis (TIA) has been prepared to evaluate the project-related traffic impacts associated with the proposed retail development project located at 42 Rio Rancho Road in the City of Pomona, California. Project impact is assessed by providing an analysis of existing and opening year conditions with and without the addition of project traffic, as well as a left-turn lane queueing analysis at one of the project intersections. This Traffic Impact Analysis (TIA) document follows the assumptions established during discussions with the City of Pomona Traffic Engineer and within the approved Scope of Work. The approved Scope of Work is provided in Appendix A.

This report has been prepared in accordance with the City of Pomona Transportation Study Guidelines for Vehicle Miles Traveled and Level of Service Assessment (2020) and with the Los Angeles County Congestion Management Program (CMP).

PROJECT DESCRIPTION
The project will involve the development of approximately 2,977 square-feet of convenience market, a gas station with 16 fueling positions, a 3,366 square-foot fast-food restaurant with drive-through, a 2,638 square-foot car wash, and a 2,610 square-foot small office building. The project site location is currently vacant and is shown in its regional setting on F ig ur e 1. The project site plan is shown on Figure 2. The project is anticipated to be open in the year 2022.

The site is bounded by the SR-71 Southbound On-Ramps to the northeast, Walmart to the southeast, Lone Ridge Road to the southwest, Sonic Drive-in to the southwest, and the Rio Rancho Road to the northwest. Primary access to the site will be provided via one unsignalized right-in right-out (RIRO) driveway on Rio Rancho Road and the existing signalized intersection at Rio Rancho Road and Lone Ridge Road.

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DC Fuels - Pomona - 4 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
ANALYSIS SCENARIOS AND METHODOLOGY
Analysis Scenarios
Based on the City’s guidelines and per the approved Scope of Work, this traffic analysis provides an evaluation of morning and evening peak hour operations for the following scenarios:
· Existing Conditions
· Opening Year 2022 (Existing + Ambient Growth + Cumulative Projects) · Opening Year 2022 Plus Project (Existing + Ambient Growth + Cumulative Projects + Project) The study area was determined with input from the City Traffic Engineer through the scoping process.

A copy of the approved Scope of Study Form, as previously mentioned, is provided in Appendix A. The following study intersections were identified for evaluation:

Study Intersections:

1. Rio Rancho Road and Rancho Camino Drive

2. Rio Rancho Road and Lone Ridge Road

3. Rio Rancho Road and Project Driveway

4. Rio Rancho Road and SR-71 SB Ramps

5. Rio Rancho Road and SR-71 NB Ramps
ANALYSIS METHODOLOGY
Synchro 11 software was used to analyze the peak hour operations of both signalized and unsignalized intersections. Synchro uses the methodologies outlined in the latest Highway Capacity Manual.

The Highway Capacity Manual, 6 th Edition (HCM 6), published by the Transportation Research Board (TRB), establishes a system whereby highway facilities are rated for their ability to accommodate traffic volumes. The terminology “Level of Service” is used to provide a qualitative evaluation based on certain quantitative calculations, which are related to empirical values.

Level of Service (LOS) for signalized and unsignalized intersections is defined in terms of average vehicle delay, which is a measure of driver discomfort, frustration, fuel consumption, and loss of travel time.

Specifically, LOS criteria are stated in terms of the average control delay per vehicle for the peak 15- minute period within the hour analyzed. The average control delay includes initial deceleration delay, queue move-up time, and final acceleration time, in addition to the stop delay. The Level of Service criteria for the various LOS designations are summarized on the following chart.

All analysis parameters were consistent with guidelines established by the City of Pomona and by the Los Angeles County Congestion Management Program (CMP).

DC Fuels - Pomona - 5 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
LEVEL OF SERVICE DESCRIPTIONS
HCM METHODOLOGY

LOS
Average Delay
(sec / vehicle) Description
Signalized Unsignalized
A < 10.0 < 10.0
LOS A represents free flow. Individual users are
virtually unaffected by the presence of others in the
traffic stream.

B > 10.0 - 20.0 > 10.0 - 15.0
LOS B represents stable flow, but the presence of others in the traffic stream begins to be noticeable. Freedom to select desired speeds is relatively unaffected, but
there is a slight decline in the freedom to maneuver.

C > 20.0 - 35.0 > 15.0 - 25.0
LOS C is in the range of stable flow, but marks the
beginning of operation in which individual users
become affected by interaction with others in the traffic stream.

D > 35.0 - 55.0 > 25.0 - 35.0
LOS D represents high-density, but stable flow. Speed
and freedom to maneuver are restricted, and the driver
experiences a generally poor level of comfort and
convenience.

E > 55.0 - 80.0 > 35.0 - 50.0
LOS E represents operating conditions at or near the
capacity of the intersection. All speeds are reduced to a low, but relatively uniform level. Small increases in
flow will cause breakdowns in traffic movement.

F > 80.0 > 50.0
LOS F represents forced, or breakdown flow. This
condition occurs when the amount of traffic
approaching the intersection exceeds the volume which
can pass through the intersection, resulting in queues
and congestion.

Significant Impact Criteria
The City of Pomona has established LOS “D” as the threshold for acceptable Level of Service for peak hour intersection volumes.

Signalized intersections will require improvements if either of the following conditions are met:

1.) Any study intersection that is operating at a LOS 'D' or better for any study scenario without project traffic in which the addition of project traffic causes the intersection to degrade to a LOS 'E' or 'F' shall improve the deficiency so as to bring the intersection back to at least LOS 'D', or:

2.) Any study intersection that is operating at a LOS 'E' or 'F' for any study scenario without project traffic shall improve any deficiencies so as to bring the intersection back to the overall level of delay established prior to project traffic being added.

Unsignalized intersections will require improvements if either of the following conditions are met:

1.) The addition of project related traffic causes the intersection to move from a LOS D or better to a LOS E or worse, or:

DC Fuels - Pomona - 6 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022

2.) The project contributes additional traffic to an intersection that is already projected to operate at LOS E or F with background traffic, and one of the following conditions are met:
· The project adds 10 or more trips to any approach
· The intersection meets the peak hour traffic signal warrant after the addition of project traffic.

AREA CONDITIONS
This section summarizes the existing roadway circulation network, peak-hour traffic volumes, existing operating conditions, and Level of Service at the study intersections.

Existing Street System
Regional access to the site is provided by the SR-71 Chino Valley Freeway and the SR-60 Pomona Freeway. The SR-71 Freeway is located immediately northeast of the project site. The SR-60 Freeway is located approximately 0.8 miles southwest of the project site. The SR-71 Freeway travels in the north- south direction and the SR-60 travels in the east-west direction.

Local access to the project vicinity is provided by several roadways. Roadway classifications were taken from the City of Pomona Circulation Map. These roadway classifications are shown onFigure 3.

Rio Rancho Road is a four-lane divided roadway with two lanes in each direction. Parking is prohibited on both sides of the street. Rio Rancho Road is oriented in the northeast-southwest direction. However, for LOS analysis, Rio Rancho Road was analyzed in a north-south orientation. The posted speed limit is 40 miles per hour (mph) in the northeast direction and 40 mph in the southwest direction. Rio Rancho Road is classified as a Major Arterial roadway in the City of Pomona Circulation Map.

Rancho Camino Road is a two-lane undivided roadway with one lane in each direction that provides access to a shopping center. Parking is prohibited on both sides of the roadway. The posted speed limit is 25 mph. The street is oriented in the northwest-southeast direction but was analyzed in an east-west orientation. Rancho Camino Road is classified as a Local Street in the City of Pomona Circulation Map.

Lone Ridge Road is a three-lane undivided roadway with two lanes traveling in the southeast direction and one lane traveling in the northwest direction, with all three lanes connecting to Rio Rancho Road.

Parking is prohibited on both sides of the roadway. The posted speed limit is 25 mph. Lone Ridge Road is classified as a Local Street in the City of Pomona Circulation Map.

DC Fuels - Pomona - 7 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
Existing Transit Services
Public transit within the City of Pomona is provided by Foothill Transit. Bus lines 195 and 291 operate within the vicinity of the Project site.

Foothill Transit Line 195 is a bus route that travels along Rio Rancho Road within the vicinity of the project. Line 195 has a 30-minute headway during AM hours and 60-minute headway during the PM hours. Line 195 operates seven days a week and its closest stop to the Project is at the northeast corner of Rio Rancho Road and Lone Ridge Road.

Foothill Transit Line 291 is a bus route that travels through Rio Rancho Road within the vicinity of the project. Line 291 has a 20-minute headway during the AM hours and a 16-minute headway during the PM hours. Line 291 operates seven days a week and its closest stop to the Project is located at the southwest corner of Rio Rancho Road and Garey Avenue, which is approximately 0.6 miles from the Project site.

A map of Public Transportation Services in the City is shown on Figure 4.

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DC Fuels - Pomona - 10 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
Existing Traffic Volumes

Existing morning peak period (7:00 to 9:00 AM) and evening peak period (4:00 to 6:00 PM) turning movement counts were collected for all study intersections. The counts were completed in July, 2021, with concurrence from City staff. Per discussion with City staff, it was determined that current traffic trends have reverted to “normal” conditions prior to the COVID-19 pandemic. Therefore, a factor was not applied to the turning movement counts to account for potential changes to standard traffic volumes resulting from COVID. The existing lane configurations and traffic control at the study intersections are shown in Figure 5. Existing peak hour turning movement volumes at the study intersections are shown in Figure 6. Peak hour intersection traffic count worksheets are provided in Appendix B.

Existing Conditions
The study intersections were analyzed for Existing Conditions. Intersection Level of Service worksheets are provided in Appendix C. The Level of Service analysis results for existing conditions at the study intersections are presented in T a b l e 1. Review of this table indicates that all study intersections currently operate at an acceptable Level of Service.

Table 1 – Summary of Intersection Operations
Existing Conditions
Int. # Intersection Intersection
Control
Peak
Hour
Delay
(sec/veh) LOS
1 Rio Rancho Road at Rancho
Camino Drive Signal AM 7.7 A
PM 10.6 B
2 Rio Rancho Road at Lone Ridge
Road Signal AM 10.0 B
PM 14.5 B
3 Rio Rancho Road at Project
Driveway
Two-Way
Stop
AM 10.1 B
PM 15.6 C
4 R i o R a n c h o R o a d a t S R - 7 1 S B
Ramps Signal AM 9.4 A
PM 13.1 B
5 R i o R a n c h o R o a d a t S R - 7 1 N B
Ramps Signal AM 15.1 B
PM 22.1 C

2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject DrivewayLEGEND:= Study Intersection= Turn or Through Lane= Signal

4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps - 11 -D= Defacto Right TurnDD= Stop Sign
- 12 -LEGEND:= Study Intersection= AM/PM Peak Hour Volumes

2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps DC Fuels - Pomona - 13 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
PROJECT TRAFFIC
Project Trip Generation
Peak hour trips for the proposed project were determined based on data provided by the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. Trip generation rates for the Small Office Building (Land Use 712); Fast-Food Restaurant w/ Drive-Through (Land Use 934); Gasoline Station w/ Convenience Market (Land Use 945); and Automated Car Wash (Land Use 948) were used in determining project trips.

It is recognized that not all inbound and outbound trips to the proposed project will be “new” trips on the roadway system in the vicinity of the proposed project. Some trips to the project site will consist of “pass-by” trips -- motorists who are already traveling on the surrounding roadways from one place to another. Common pass-by trips for retail uses would be individuals who stop at the project site on the way to work or school.

Based on the direction by City of Pomona Staff, pass-by percentages were applied to the proposed land uses as follows:
· Fast-Food Restaurant w/ Drive-Through: 49% AM, 50% PM · Gasoline Station w/ Convenience Market: 62% AM, 56% PM Morning and evening peak hour trip generation estimates are summarized on Table 2. The project is estimated to generate 340 morning peak hour trips and 378 evening peak hour trips. After applying pass-by reductions, the development is projected to generate a net of 150 morning peak hour trips and 196 evening peak hour trips.

Project Trip Distribution and Assignment
Project trip distribution and assignment assumptions for the proposed project were developed based on likely origins and destinations of drivers. Assumptions were reviewed and approved by City Traffic Engineering staff. Trip distribution assumptions are shown on Figure 7.

Based on the proposed project trip distribution, project trips were assigned through the study intersections. F i g u r e 8 shows new project trips that would be added to the study intersections.

However, these trips do not include pass-by trips, which would typically be added to project driveways but not to non-adjacent study intersections; pass-by trips are assumed to be part of the existing flow of traffic until reaching the project site. Pass-by trips are shown on Figure 9 and should be added to the volumes shown on Figure 8 to determine the total net project trips at each study intersection. The total project trips are shown on Figure 10.

TABLE 2

SUMMARY OF PROJECT TRIP GENERATION
ITE AM Peak Hour PM Peak Hour
Land Use Code Unit In Out Total In Out Total
Small Office Building 712 KSF 1.594 0.326 1.92 0.784 1.666 2.45 Fast-Food Restaurant w/ Drive-thru 934 KSF 20.497 19.693 40.19 16.988 15.682 32.67 Gasoline Station w/ Convenience Market 945 Fueling Position 6.36 6.11 12.47 7.135 6.855 13.99 Automated Car Wash 948 KSF * * * 7.100 7.100 14.20
AM Peak Hour PM Peak Hour
Land Use Quantity Unit In Out Total In Out Total
Small Office Building 2.610 KSF 4 1 5 2 4 6
Fast-Food Restaurant w/ Drive-thru 3.366 KSF 69 66 135 57 53 110 Pass-by Trips (49% AM, 50% PM) 2 -34 -32 -66 -29 -27 -56 Gasoline Station w/ Convenience Market 16 Fueling Position 102 98 200 114 110 224 Pass-by Trips (62% AM, 56% PM) 2 -63 -61 -124 -64 -62 -126 Automated Car Wash 2.638 KSF * * * 19 19 38
Total Project Trips 78 72 150 99 97 196
2 Source: Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition 1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition DC Fuels - Pomona
Traffic Impact Analysis - 14 -
Kimley-Horn and Associates, Inc.

January, 2022
LEGEND:Project SiteTrip DistributionPercentageXX%
5%
- 15 -
25%
25%25%
20%
- 16 -LEGEND:= Study Intersection= AM/PM Peak Hour Volumes LEGEND:= Study Intersection= AM/PM Peak Hour Volumes

2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps - 17 -LEGEND:= Study Intersection= AM/PM Peak Hour Volumes LEGEND:= Study Intersection= AM/PM Peak Hour Volumes

2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps - 18 -LEGEND:= Study Intersection= AM/PM Peak Hour Volumes LEGEND:= Study Intersection= AM/PM Peak Hour Volumes

2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps DC Fuels - Pomona - 19 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
PROJECTED OPENING YEAR TRAFFIC
Opening Year 2022 Conditions

Opening Year 2022 traffic forecasts were developed using the following “build-up” forecasting method:
· Existing traffic volumes, plus
· An annual ambient growth rate of 2.0% per year to the Existing traffic volumes, plus · Cumulative projects traffic
§ Cumulative projects consist of projects that have been approved but are not yet built and fully occupied, as well as projects that are in various stages of the application and approval process but have not yet been approved. These projects are considered to be “reasonably foreseeable,” and must therefore be included in the Cumulative Projects analysis.

Cumulative Project information was obtained from City of Pomona Staff. The complete list of cumulative projects is provided in Appendix D. For the purpose of this traffic study, the projects were assessed for their proximity to the project site and for their potential to contribute traffic through the study intersections based on their approved or pending land uses. Therefore, not all cumulative projects are anticipated to affect the study area. A summary of the Cumulative Projects is provided onTable 3. The location of the Cumulative Projects in relation to the project site is shown on Figure 11. Cumulative project-related trips at study intersections are shown on Figure 12.

Trip Generation Estimates
Proj # Description Land Use
Daily In Out Total In Out Total
1 650 W Grand Avenue Multifamily Housing (Low-Rise) 8 DU 59 1 3 4 3 2 5 2 1174 W Grand Avenue Multifamily Housing (Low-Rise) 2 DU 15 0 1 1 1 0 1 3 55 Rancho Camino Drive General Office Building 138.000 KSF 1,344 138 22 160 25 133 158 4 Costco Expansion Supermarket 22.500 KSF 2,403 52 34 86 106 102 208 Total Project Trips 3,821 191 60 251 135 237 372
DU = Dwelling Unit, KSF = 1,000 square feet
TABLE 3
SUMMARY OF CUMULATIVE PROJECTS
Quantity Units
AM Peak Hour PM Peak Hour
DC Fuels - Pomona
Traffic Impact Study - 20 -
Kimley-Horn and Associates, Inc.

January, 2022
71CALIFORNIA
60CALIFORNIA60CALIFORNIA
71CALIFORNIA
LEGEND:= Cumulative Project Location
- 21 -
- 22 -LEGEND:= Study Intersection= AM/PM Peak Hour Volumes LEGEND:= Study Intersection= AM/PM Peak Hour Volumes

2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps DC Fuels - Pomona - 23 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
Opening Year 2022 Conditions

The study intersections were analyzed for the Opening Year 2022 Conditions. Intersection Level of Service worksheets are provided in Appendix C. The Opening Year 2022 Conditions analysis results and Level of Service for the study intersections are presented in T a b l e 4. Opening Year 2022 peak hour traffic volumes are shown onFigure 13. Review of this table indicates that all study intersections would continue to operate at an acceptable Level of Service.

Table 4 – Summary of Intersection Operations
Opening Year 2022 Conditions
Int. # Intersection Intersection
Control
Peak
Hour
Delay
(sec/veh) LOS
1 Rio Rancho Road at Rancho
Camino Drive Signal AM 9.4 A
PM 12.5 B
2 Rio Rancho Road at Lone Ridge
Road Signal AM 10.6 B
PM 15.5 B
3 Rio Rancho Road at Project
Driveway
Two-Way
Stop
AM 10.2 B
PM 16.8 C
4 Rio Rancho Road at SR-71 SB
Ramps Signal AM 10.0 B
PM 16.2 B
5 Rio Rancho Road at SR-71 NB
Ramps Signal AM 16.3 B
PM 29.4 C
- 24 -LEGEND:= Study Intersection= AM/PM Peak Hour Volumes LEGEND:= Study Intersection= AM/PM Peak Hour Volumes

2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps DC Fuels - Pomona - 25 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
Opening Year 2022 Plus Project Conditions

Project-related traffic was added to the Opening Year 2022 traffic volumes to develop the Opening Year 2022 Plus Project peak hour forecasts, which are shown on Figure 14.

Intersection Analysis – Opening Year 2022 Plus Project Conditions

The study intersections were analyzed for the Opening Year 2022 Plus Project Conditions in accordance with the analysis methodology described earlier in this report. Intersection Level of Service worksheets are provided in Appendix C. The Opening Year 2022 Plus Project Conditions analysis results and Level of Service for the study intersections are presented in Table 5. Review of this table indicates that all study intersections would continue to operate at an acceptable Level of Service.

Table 5 – Summary of Intersection Operations
Opening Year 2022 Plus Project Conditions
Without Project With Project
Net
Delay

Impact
Sig? Int.
# Intersection Intersection
Control
Peak
Hour
Delay
(sec/veh) LOS Delay
(sec/veh) LOS
1 Rio Rancho Road at
Rancho Camino Drive Signal AM 9.4 A 9.4 A 0.0 No
PM 12.5 B 12.5 B 0.0 No
2 Rio Rancho Road at
Lone Ridge Road Signal AM 10.6 B 12.3 B 1.7 No
PM 15.5 B 18.6 B 3.1 No
3 Rio Rancho Road at
Project Driveway Two-Way Stop AM 10.2 B 11.2 B 1.0 No
PM 16.8 C 25.0 D 8.2 No
4 Rio Rancho Road at
SR-71 SB Ramps Signal AM 10.0 B 10.3 B 0.3 No
PM 16.2 B 17.2 B 1.0 No
5 Rio Rancho Road at
SR-71 NB Ramps Signal AM 16.3 B 16.9 B 0.6 No
PM 29.4 C 33.8 C 4.4 No
- 26 -LEGEND:= Study Intersection= AM/PM Peak Hour Volumes LEGEND:= Study Intersection= AM/PM Peak Hour Volumes

2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps2. Rio Rancho Road atLone Ridge Road1. Rio Rancho Road atRancho Camino Road3. Rio Rancho Road atProject Driveway4. Rio Rancho Road atSR-71 SB Ramps5. Rio Rancho Road atSR-71 NB Ramps DC Fuels - Pomona - 27 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
VEHICLE MILES TRAVELED (VMT) SCREENING
W i t h t h e p a s s a g e o f S e n a t e B i l l ( S B ) 7 4 3 b y t h e C a l i f o r n i a L e g i s l a t u r e i n S e p t e m b e r 2 0 1 3 , V M T h a s b e c o m e a n i m p o r t a n t i n d i c a t o r f o r d e t e r m i n i n g i f a n e w d e v e l o p m e n t w i l l r e s u l t i n a “ s i g n i f i c a n t transportation impact” as required by the California Environmental Quality Act (CEQA). Under SB 743, the state Office of Planning and Research (OPR) was charged with developing new guidelines for evaluating transportation impacts under CEQA in order to replace methods measuring automobile delay and Level of Service. In response to this mandate, the Office of Planning and Research proposed, and the California Natural Resources Agency adopted CEQA Guidelines Section 15064.3, which indicates that VMT exceeding an applicable threshold of significance is the most appropriate measure for evaluating a project’s transportation impacts. Section 15064.3 goes on to clarify that except for projects regarding roadway capacity, “…a project’s effect on automobile delay does not constitute a significant environmental impact.” The OPR further elaborates on VMT metrics within the Technical Advisory on Evaluating Transportation Impacts in CEQA document, published in December 2018.

The Technical Advisory establishes that, for commercial uses, impact should be established based on the net increase in VMT. However, the document further establishes that local-serving commercial uses can be determined to result in an overall VMT reduction.

Local-serving commercial uses, particularly in urban areas, primarily serve pre-existing needs and do not generate new trips because there are existing demands. As a result, local-serving commercial uses less than 50,000 square feet can be presumed to reduce trip lengths when a new site is proposed and would therefore have a less-than-significant impact. For instance, a customer may travel to the new development because of a closer proximity compared to other gas stations or car washes in the area and is therefore not a new trip. These customers will access the proposed site because it is closer to their origin, or because the site is more convenient than similar sites in the vicinity. This results in an existing trip on the roadway network becoming shorter, rather than a new trip being added to the roadway network. In accordance with the Technical Advisory, it is appropriate that the proposed project be presumed to result in a less-than-significant VMT impact and support the goals of SB 743. No further VMT assessment is anticipated.

QUEUEING ANALYSIS
Per the request of the City Traffic Engineer, queueing analysis was conducted for the southbound left turn into the project site at the intersection of Rio Rancho Road and Lone Ridge Road to evaluate the 95th percentile queueing capacity for the southbound left-turn pocket; where the 95th percentile queue i n d i c a t e s t h e q u e u e l e n g t h a t w h i c h 9 5 % o f q u e u e s w i l l b e s h o r t e r . T h e g o a l o f t h e a n a l y s i s i s t o demonstrate that the 95th percentile queue can be contained within the existing southbound left turn pocket without disrupting the flow of traffic along Rio Rancho Road. The existing dual left turn pocket is 190 feet long. The results of the queuing analysis are presented on page 28 in T a b l e 6. Queueing analysis worksheets are included in Appendix E.

DC Fuels - Pomona - 28 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
Table 6 - 95th Percentile Queue Lengths
Southbound Left Turn, Rio Rancho Road and Lone Ridge Road Scenario
Peak Hour Available
Capacity (ft) Existing Opening Year Opening Year
Plus Project
AM 190’ 45' 44' 70'
PM 190’ 122' 118' 171’

As shown in the table, 95 th percentile queues are less than the existing 190-foot dual left-turn pocket length for all analysis scenarios. As the 95th percentile queue is a near worst-case occurrence, it can be assumed that southbound left-turning traffic at Rio Rancho Road and Lone Ridge Road can be adequately accommodated by the existing facility.

SITE ACCESS AND CIRCULATION
Access to the proposed development would be provided via one signalized intersection at Rio Rancho Road and Lone Ridge Road, and one right-in right-out (RIRO) driveway on northbound Rio Rancho Road.

The intersection of Rio Rancho Road and Lone Ridge Road is located southwest of the project driveway, and provides access to other retail and shopping center land uses in the vicinity of the project. The project driveway is an existing driveway providing access to the Sonic restaurant adjacent to Rio Rancho Road, and continues southwest of the proposed project.

The gas station will provide 16 fueling positions, located south of the proposed restaurant and convenience store. The restaurant drive-through will begin at the southeast corner of the proposed convenience store, wrapping around the northeast corner and continuing west in a counterclockwise direction, parallel to the convenience store and restaurant. One order board and one pay/pickup window are proposed. Vehicles will exit the drive-through at the northwest corner of the proposed restaurant.

The car wash will be located north of the proposed restaurant and convenience store. A two-lane drive- through will begin at the northeast corner of the car wash, continuing west. A total of two order/pay boards are provided, one for each lane; the drive-through merges into a single lane after the order and pay boards. The drive through routes vehicles eastbound into the automated car wash building; upon exiting the car wash, parking spaces with vacuums and shade covers, as well as standard parking spaces, will be provided directly south of the automated car wash building. The proposed office building will be located north of the existing Sonic restaurant, and west of the proposed car wash. Office parking lot ingress and egress will be facilitated by one entrance/exit to the southeast.

DC Fuels - Pomona - 29 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
Per the site plan shown in Figure 2, a two-way drive aisle parallel to Rio Rancho Road will bound the existing Sonic restaurant to the east and the proposed project to the west, providing access to both. At the connection point of the two-way drive aisle and the proposed car wash vacuum area, an existing access lane is provided for delivery vehicles to service the Sonic restaurant. It should be noted that delivery vehicles entering the Sonic restaurant via this access lane will exit the restaurant at its intersection with the project driveway, thereby eliminating circulation or access conflicts with vehicles arriving or departing from both the car wash vacuum spaces and the Sonic park-and-order spaces.

To further assess the potential impacts to access of the proposed uses, arrival and departure data was collected at the existing Sonic restaurant for midday (11:00 AM to 1:00 PM) and evening (4:00 to 6:00 PM) peak periods. All arrivals and departures were recorded for park-and-order vehicles. Observed peak hour volumes and parking durations are presented in T a b l e 7. Arrival and departure count worksheets are included in Appendix F.

As shown in the table, a total of 24 vehicles utilized the two-way drive aisle to arrive at or depart the Sonic restaurant in the midday peak hour, as well as a total of 26 vehicles in the evening peak hour. The midday peak period (11:00 AM to 1:00 PM) and evening peak period (4:00 to 6:00 PM) utilized are typical peak periods for a majority of land uses, including the proposed uses analyzed in this report; however, the typical evening peak period for the existing Sonic restaurant is between 9:00 and 11:00 PM, when both the proposed car wash and office building would be closed. As a result, volumes observed at Sonic between 4:00 and 6:00 PM were less than would be expected during an evening peak period.

The average duration between arrival and departure of vehicles in the park-and-order spots was 8 minutes and 44 seconds in the midday peak hour, and 11 minutes and 15 seconds in the evening peak hour. The observed average durations and total volumes indicate Sonic patrons arriving to and departing from the park-and-order spots will not utilize the two-way drive aisle at a frequency detrimental to overall site access and circulation.

Per ITE Trip Generation Manual (10th Edition) trip generation rates presented on Table 2, the proposed automated car wash (Land Use 948) will generate 38 total trips in the evening peak hour. In addition to the two-way drive aisle, the proposed car wash can be accessed via the driveway east of the proposed gas station and convenience store. It is reasonable to assume that not all 38 projected trips to and from the proposed car wash will utilize the two-way drive aisle, as some will instead utilize the easterly driveway. As such, the projected number of trips to the proposed car wash via the two-way drive aisle is less than significant.

Table 7 – Sonic Restaurant
Peak Hour Arrivals and Departures
Peak Hour Arrivals Departures Total
Average Duration in
Park-and-Order Spot
(Minutes : Seconds)
Midday 12 12 24 08:44
PM 12 14 26 11:15
DC Fuels - Pomona - 30 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
Additionally, per ITE Trip Generation Manual (10th Edition) trip generation rates presented on Table 2, the proposed small office building (Land Use 712) will generate 6 total trips in the evening peak hour.

These six office employee trips will not create any adverse traffic impacts or any noticeable traffic circulation impacts on the two-way drive aisle.

While the project proposes several different land uses within close proximity to one other, the site layout minimizes conflict points and is large enough in size to allow for acceptable ingress and egress to and from the various uses on-site. Furthermore, arrival and departure counts collected at the Sonic restaurant as well as trip generation estimates for the proposed land uses indicate no foreseeable impacts to drive aisles and circulation. Lastly, the site layout has been designed to provide safe and orderly circulation while at the same time minimizing any potential access conflicts.

DC Fuels - Pomona - 31 -
Traffic Impact Analysis
Kimley-Horn and Associates, Inc.

January, 2022
FINDINGS AND CONCLUSIONS
This traffic impact analysis has been prepared to evaluate the project-related traffic impacts associated with the proposed DC Fuels Development Project located at the southern corner of Rio Rancho Road and the SR-71 Southbound Ramps intersection in the City of Pomona, California. The project is estimated to generate 340 morning peak hour trips and 378 evening peak hour trips. After applying pass-by reductions, the development is projected to generate a net of 150 morning peak hour trips and 196 evening peak hour trips.

Existing morning peak period (7:00 to 9:00 AM) and evening peak period (4:00 to 6:00 PM) turning movement counts were collected for all study intersections. The counts were completed in July, 2021.

Existing lane geometries and traffic control at each intersection were used in conducting peak hour Level of Service (LOS) analyses. Under Existing Conditions, all study intersections would operate at an acceptable Level of Service.

An ambient growth factor of 2.0% and cumulative project traffic were added to the Existing scenario to develop the Opening Year 2022 scenario volumes. In the Opening Year 2022 scenario, all study intersections would continue to operate at an acceptable Level of Service.

Proposed project trips were added to the Opening Year 2022 traffic volumes to determine the traffic volumes for the Opening Year 2022 Plus Project scenario. In the Opening Year 2022 Plus Project scenario, all study intersections would continue to operate at an acceptable Level of Service.

In accordance with the Technical Advisory on Evaluating Transportation Impacts in CEQA, it is appropriate that the proposed project be presumed to result in a less-than-significant VMT impact and support the goals of SB 743. No further VMT assessment is anticipated.

A drive-through queueing analysis was conducted for the southbound left turn at the intersection of Rio Rancho Road and Lone Ridge Road to evaluate the 95th percentile queueing capacity for the southbound left-turn pocket. For all analysis scenarios, the 95th percentile queue was accommodated by the existing 190-foot dual left turn lane. As 95th percentile queues are a near worst-case scenario, it can be assumed that the current southbound dual left turn pocket at Rio Rancho Road and Lone Ridge Road can adequately accommodate queues for southbound left-turning vehicles under all analysis scenarios.

On-site drive-through queueing will be sufficiently accommodated by the project. The proposed dual- lane car wash drive-through and proposed restaurant drive-through both provide adequate vehicle storage without blocking access to other uses, while maintaining the ability to efficiently serve patrons.

While the project proposes several different land uses within close proximity to one other, the site layout and projected trip generation allow for acceptable ingress and egress to and from the various uses on-site. Furthermore, peak traffic volumes correspond to different hours of the day for the proposed land uses and the existing Sonic restaurant, minimizing conflicts. No impacts to access are anticipated.

APPENDIX A

APPROVED SCOPE OF

STUDY FORM
Tim Chan
Kimley-Horn and Associates, Inc.
1100 W. Town and Country Rd,
Suite 700, Orange CA 92868
(714) 705-1362
[email protected]
VMT Screening Discussion
2% Per Year
2022

1. Rio Rancho Road and Rancho Camino Drive

2. Rio Rancho Road and Lone Ridge Road

3. Rio Rancho Road and Project Driveway

4. Rio Rancho Road and SR-71 SB Ramps

5. Rio Rancho Road and SR-71 NB Ramps
78 See attached Trip Generation Table
72 150
99 97
196
Analysis for sufficient queuing storage length
for westbound left turn at Rio Rancho & Lone
Ridge Rd.

Public Works
Engineering
Accept as Noted
rchan
07/06/2021 8:49:56 AM

RIO RANCHO ROAD
ROUTE 71 FREEWAY
NO PARKINGPROPOSEDCANOPY4,600 sq. ft.
3,366 sq. ft.PROPOSEDRESTAURANT

EV CHARGINGNOPARKINGEV CHARGING

DRIVE THRU

CAR WASH
2,638 sq. ft.PROPOSEDCAR WASH

NO PARKING
2,610 sq. ft.PROPOSEDOFFICE
2,977 sq. ft.PROPOSEDC-STORE
NTCI
4685 PIER ENTERPRISES WAYTEL: (877) 325-6447JURUPA VALLEY, CA. 91752 PREPARED BY:NO. REVISIONDATE
DRAWING NUMBER NOTICEThis drawing and all informationtherein is the property of TravisCompanies, Inc., and shall notbe copied or used except for thepurpose for which it is expresslyfurnished. The drawing and anycopies thereof, partial orcomplete shall be returned to theowner upon demand.FILE:REF:

DRAWN BY:DATE:SCALE:PLOT:PREPARED FOR:DC FUELS RETAIL FACILITYRIO RANCHO ROAD @ ROUTE 71 HWYPOMONA, CA 91766 0158-0002 7/30/2021ST1.7ARCHITECTURAL SITE PLANM.H.2-24-211" = 20'-0"1=1DC_P-ST1.74430 E. Miraloma Ave, Suite F, Anaheim, Ca 92807Travis Companies, Inc.Tel: (714) 693-9388 Fax: (714) 693-9333© Travis Companies, Inc. 2021 All Rights Reserved TABLE 1

SUMMARY OF PROJECT TRIP GENERATION
ITE AM Peak Hour PM Peak Hour
Land Use Code Unit In Out Total In Out Total
Small Office Building 712 KSF 1.594 0.326 1.92 0.784 1.666 2.45 Fast-Food Restaurant w/ Drive-thru 934 KSF 20.497 19.693 40.19 16.988 15.682 32.67 Gasoline Station w/ Convenience Market 945 Fueling Position 6.36 6.11 12.47 7.135 6.855 13.99 Automated Car Wash 948 KSF * * * 7.100 7.100 14.20
AM Peak Hour PM Peak Hour
Land Use Quantity Unit In Out Total In Out Total
Small Office Building 2.610 KSF 4 1 5 2 4 6
Fast-Food Restaurant w/ Drive-thru 3.366 KSF 69 66 135 57 53 110 Pass-by Trips (49% AM, 50% PM) 2 -34 -32 -66 -29 -27 -56 Gasoline Station w/ Convenience Market 16 Fueling Position 102 98 200 114 110 224 Pass-by Trips (62% AM, 56% PM) 2 -63 -61 -124 -64 -62 -126 Automated Car Wash 2.638 KSF * * * 19 19 38
Total Project Trips 78 72 150 99 97 196
2 Source: Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition 1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition LEGEND:
=ProjectSite
=TripDistributionPercentage
=StudyIntersection

APPENDIX B

TRAFFIC DATA

COLLECTION SHEETS
T218
DATE: LOCATION: PROJECT #: SC2989
Thu, Jul 15, 21 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 X 1 X X X X 2 0 1 2 X 0 0 0 0
7:00 AM 12 0 14 0 0 0 0 51 12 22 103 0 214 0 0 0 2 2
7:15 AM 9 0 13 0 0 0 0 53 6 19 112 0 212 0 0 1 0 1
7:30 AM 16 0 13 0 0 0 0 64 20 12 109 0 234 0 0 0 0 0
7:45 AM 12 0 22 0 0 0 0 86 12 16 106 0 254 0 0 0 0 0
8:00 AM 19 0 13 0 0 0 0 64 17 26 79 0 218 0 0 0 0 0
8:15 AM 13 0 19 0 0 0 0 65 11 18 82 0 208 0 0 0 0 0
8:30 AM 10 0 13 0 0 0 0 80 22 16 87 0 228 0 0 0 0 0
8:45 AM 20 0 22 0 0 0 0 97 11 29 93 0 272 0 0 0 0 0
VOLUMES 111 0 129 0 0 0 0 560 111 158 771 0 1,843 0 0 1 2 3 APPROACH % 46% 0% 54% 0% 0% 0% 0% 83% 17% 17% 83% 0%
APP/DEPART 240 / 0 0 / 269 672 / 691 931 / 883 0

BEGIN PEAK HR
VOLUMES 62 0 67 0 0 0 0 306 61 89 341 0 926
APPROACH % 48% 0% 52% 0% 0% 0% 0% 83% 17% 21% 79% 0%
PEAK HR FACTOR 0.768 0.000 0.850 0.881 0.851
APP/DEPART 129 / 0 0 / 150 367 / 373 430 / 403 0
4:00 PM 18 0 37 0 0 0 0 134 10 35 74 0 308 0 0 0 1 1
4:15 PM 19 0 30 0 0 0 0 132 17 37 84 0 319 0 0 0 0 0
4:30 PM 34 0 49 0 0 0 0 120 16 40 59 0 318 0 0 0 1 1
4:45 PM 29 0 40 0 0 0 0 122 17 31 80 0 319 0 0 0 0 0
5:00 PM 30 0 37 0 0 0 0 154 13 21 95 0 350 0 0 0 0 0
5:15 PM 32 0 42 0 0 0 0 154 9 28 91 0 356 0 0 0 0 0
5:30 PM 22 0 38 0 0 0 0 155 8 34 116 0 373 0 0 0 1 1
5:45 PM 24 0 31 0 0 0 0 137 5 32 99 0 328 0 0 0 1 1
VOLUMES 208 0 304 0 0 0 0 1,108 95 258 698 0 2,675 0 0 0 4 4 APPROACH % 41% 0% 59% 0% 0% 0% 0% 92% 8% 27% 73% 0%
APP/DEPART 512 / 0 0 / 353 1,203 / 1,416 960 / 906 0

BEGIN PEAK HR
VOLUMES 108 0 148 0 0 0 0 600 35 115 401 0 1,409
APPROACH % 42% 0% 58% 0% 0% 0% 0% 94% 6% 22% 77% 0%
PEAK HR FACTOR 0.865 0.000 0.951 0.858 0.942
APP/DEPART 256 / 0 0 / 150 635 / 750 518 / 509 0
Rancho Camino

NORTH SIDE
Rio Rancho WEST SIDE EAST SIDE Rio Rancho

SOUTH SIDE
Rancho Camino

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Rancho Camino
Rio Rancho
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Rancho Camino Rancho Camino Rio Rancho Rio Rancho

AMPM AM
8:00 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
8:00 AM
Add U-Turns to Left Turns
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
931
960
1,891
1,789
906
883
0 0
0 771
698
1,469
TOTAL
PM
AM
158
258
416
0 0
0 AM
PM
TOTAL
1,668
1,108
560
206
95 111
691
1,416
2,107
1,875
1,203
672
269 AM 111 0 129 240
353 PM 208 0 304 512
622 TOTAL 319 0 433 752
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
430
518
948
912
509
403
0 0
0 341
401
742
TOTAL
PM
AM AM 8:00 AM
8:45 AM
89 115
204
0 0
0 #N/A
AM
PM
TOTAL
906
600
306 PM 5:00 PM
5:45 PM
96 35
61 373
750
1,123
1,002
635
367
150 AM 62 0 67 129
150 PM 108 0 148 256
300 Total 170 0 215 385
AimTD LLC

TURNING MOVEMENT COUNTS
Rancho Camino
Rio Rancho
RioRancho
SC2989

ALL HOURS
Pomona
Rancho Camino
Rancho Camino
Rancho Camino
Rio Rancho
RioRancho

PEAK HOUR
T218
DATE: LOCATION: PROJECT #: SC2989
Thu, Jul 15, 21 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0.5 0.5 1 1 0.5 0.5 1 2 1 2 2 0 0 0 0 0
7:00 AM 0 0 8 9 2 6 2 61 4 29 123 3 247 0 0 1 0 1
7:15 AM 2 0 9 17 4 7 1 62 1 31 121 7 262 0 0 1 2 3
7:30 AM 1 0 9 12 1 3 3 73 1 40 117 14 274 0 0 0 1 1
7:45 AM 2 0 19 18 4 8 1 103 4 36 111 5 311 0 0 1 1 2
8:00 AM 1 1 14 9 1 5 0 76 1 45 99 5 257 0 0 0 4 4
8:15 AM 1 0 9 22 2 4 5 75 4 33 95 6 256 0 0 0 1 1
8:30 AM 1 2 16 19 3 6 3 89 1 44 96 5 285 0 0 0 2 2
8:45 AM 2 0 11 18 0 3 3 110 6 48 117 4 322 0 0 0 3 3
VOLUMES 10 3 95 124 17 42 18 649 22 306 879 49 2,214 0 0 3 14 17 APPROACH % 9% 3% 88% 68% 9% 23% 3% 94% 3% 25% 71% 4%
APP/DEPART 108 / 67 183 / 331 689 / 882 1,234 / 934 0

BEGIN PEAK HR
VOLUMES 5 3 50 68 6 18 11 350 12 170 407 20 1,120
APPROACH % 9% 5% 86% 74% 7% 20% 3% 94% 3% 28% 68% 3%
PEAK HR FACTOR 0.763 0.821 0.784 0.883 0.870
APP/DEPART 58 / 34 92 / 178 373 / 478 597 / 430 0
4:00 PM 3 2 48 11 0 3 7 156 9 88 104 19 450 0 0 0 2 2
4:15 PM 6 2 43 13 3 4 5 150 7 65 111 20 429 0 0 0 6 6
4:30 PM 5 1 35 13 1 5 9 151 6 60 88 21 395 0 0 2 6 8
4:45 PM 10 2 32 14 0 3 5 147 10 84 96 28 431 0 0 2 4 6
5:00 PM 4 1 59 11 1 5 10 179 2 71 107 22 472 0 0 0 5 5
5:15 PM 5 0 49 24 2 2 14 178 4 79 112 14 483 0 0 0 9 9
5:30 PM 5 2 33 23 6 5 4 181 9 85 142 21 516 0 0 0 3 3
5:45 PM 5 2 35 17 3 6 4 157 8 91 120 18 466 0 0 1 9 10
VOLUMES 43 12 334 126 16 33 58 1,299 55 623 880 163 3,642 0 0 5 44 49 APPROACH % 11% 3% 86% 72% 9% 19% 4% 92% 4% 37% 53% 10%
APP/DEPART 389 / 228 175 / 650 1,412 / 1,803 1,666 / 961 0

BEGIN PEAK HR
VOLUMES 19 5 176 75 12 18 32 695 23 326 481 75 1,937
APPROACH % 10% 3% 88% 71% 11% 17% 4% 93% 3% 37% 55% 9%
PEAK HR FACTOR 0.781 0.772 0.957 0.889 0.938
APP/DEPART 200 / 111 105 / 335 750 / 972 882 / 519 0
Lone Ridge

NORTH SIDE
Rio Rancho WEST SIDE EAST SIDE Rio Rancho

SOUTH SIDE
Lone Ridge

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Lone Ridge
Rio Rancho
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Lone Ridge Lone Ridge Rio Rancho Rio Rancho

AMPM AM
8:00 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
8:00 AM
Add U-Turns to Left Turns
358 75 33 250 TOTAL 295
175 33 16 126 PM 228
183 42 17 124 AM 67
1,234
1,666
2,900
1,895
961
934
49 163
212
879
880
1,759
TOTAL
PM
AM
306
623
929
76 58
18 AM
PM
TOTAL
1,948
1,299
649
77 55
22 882
1,803
2,685
2,101
1,412
689
331 AM 10 3 95 108
650 PM 43 12 334 389
981 TOTAL 53 15 429 497
197 36 18 143 TOTAL 145
105 18 12 75 PM 111
92 18 6 68 AM 34
597
882
1,479
949
519
430
20 75
95 407
481
888
TOTAL
PM
AM AM 8:00 AM
8:45 AM
170
326
496
43 32
11 #N/A
AM
PM
TOTAL
1,045
695
350 PM 5:00 PM
5:45 PM
35 23
12 478
972
1,450
1,123
750
373
178 AM 5 3 50 58
335 PM 19 5 176 200
513 Total 24 8 226 258
AimTD LLC

TURNING MOVEMENT COUNTS
Lone Ridge
Rio Rancho
RioRancho
SC2989

ALL HOURS
Pomona
Lone Ridge
Lone Ridge
Lone Ridge
Rio Rancho
RioRancho

PEAK HOUR
T218
DATE: LOCATION: PROJECT #: SC2989
Thu, Jul 15, 21 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: STOP N
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X 0 X X X X 3 0 X 4 X 0 0 0 0
7:00 AM 0 0 8 0 0 0 0 78 0 0 155 0 241 0 0 0 0 0
7:15 AM 0 0 23 0 0 0 0 90 0 0 159 0 272 0 0 0 0 0
7:30 AM 0 0 11 0 0 0 0 95 0 0 171 0 277 0 0 0 0 0
7:45 AM 0 0 6 0 0 0 0 140 0 0 152 0 298 0 0 0 0 0
8:00 AM 0 0 4 0 0 0 0 103 0 0 149 0 256 0 0 0 0 0
8:15 AM 0 0 9 0 0 0 0 107 0 0 136 0 252 0 0 0 0 0
8:30 AM 0 0 11 0 0 0 0 125 1 0 145 0 282 0 0 0 0 0
8:45 AM 0 0 13 0 0 0 0 142 0 0 169 0 324 0 0 0 0 0
VOLUMES 0 0 85 0 0 0 0 880 1 0 1,236 0 2,202 0 0 0 0 0
APPROACH % 0% 0% 100% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 85 / 0 0 / 1 881 / 965 1,236 / 1,236 0

BEGIN PEAK HR
VOLUMES 0 0 37 0 0 0 0 477 1 0 599 0 1,114
APPROACH % 0% 0% 100% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.712 0.000 0.842 0.886 0.860
APP/DEPART 37 / 0 0 / 1 478 / 514 599 / 599 0
4:00 PM 0 0 47 0 0 0 0 212 5 0 211 0 475 0 0 0 0 0
4:15 PM 0 0 33 0 0 0 0 204 8 0 196 0 441 0 0 0 0 0
4:30 PM 0 0 36 0 0 0 0 199 6 0 169 0 410 0 0 0 0 0
4:45 PM 0 0 35 0 0 0 0 193 4 0 208 0 440 0 0 0 0 0
5:00 PM 0 0 43 0 0 0 0 247 7 0 200 0 497 0 0 0 0 0
5:15 PM 0 0 42 0 0 0 0 251 9 0 205 0 507 0 0 0 0 0
5:30 PM 0 0 36 0 0 0 0 233 7 0 248 0 524 0 0 0 0 0
5:45 PM 0 0 38 0 0 0 0 210 8 0 230 0 486 0 0 0 0 0
VOLUMES 0 0 310 0 0 0 0 1,749 54 0 1,667 0 3,780 0 0 0 0 0 APPROACH % 0% 0% 100% 0% 0% 0% 0% 97% 3% 0% 100% 0%
APP/DEPART 310 / 0 0 / 54 1,803 / 2,059 1,667 / 1,667 0

BEGIN PEAK HR
VOLUMES 0 0 159 0 0 0 0 941 31 0 883 0 2,014
APPROACH % 0% 0% 100% 0% 0% 0% 0% 97% 3% 0% 100% 0%
PEAK HR FACTOR 0.924 0.000 0.935 0.890 0.961
APP/DEPART 159 / 0 0 / 31 972 / 1,100 883 / 883 0
Driveway

NORTH SIDE
Rio Rancho WEST SIDE EAST SIDE Rio Rancho

SOUTH SIDE
Driveway

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Driveway
Rio Rancho
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Driveway Driveway Rio Rancho Rio Rancho

AMPM AM
8:00 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
8:00 AM
Add U-Turns to Left Turns
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
1,236
1,667
2,903
2,903
1,667
1,236
0 0
0 1,236
1,667
2,903
TOTAL
PM
AM
0 0
0 0
0 0
AM
PM
TOTAL
2,629
1,749
880
55 54
1 965
2,059
3,024
2,684
1,803
881
1 AM 0 0 85 85
54 PM 0 0 310 310
55 TOTAL 0 0 395 395
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
599
883
1,482
1,482
883
599
0 0
0 599
883
1,482
TOTAL
PM
AM AM 8:00 AM
8:45 AM
0 0
0 0
0 0
#N/A
AM
PM
TOTAL
1,418
941
477 PM 5:00 PM
5:45 PM
32 31
1 514
1,100
1,614
1,450
972
478
1 AM 0 0 37 37
31 PM 0 0 159 159
32 Total 0 0 196 196
AimTD LLC

TURNING MOVEMENT COUNTS
Driveway
Rio Rancho
RioRancho
SC2989

ALL HOURS
Pomona
Driveway
Driveway
Driveway
Rio Rancho
RioRancho

PEAK HOUR
T218
DATE: LOCATION: PROJECT #: SC2989
Thu, Jul 15, 21 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 1.5 0 1.5 X 2 1 2 2 X 0 0 0 0
7:00 AM 0 0 0 21 1 21 0 59 34 84 139 0 359 0 0 0 0 0
7:15 AM 0 0 0 21 1 20 0 78 28 82 137 0 367 0 0 0 2 2
7:30 AM 0 0 0 16 1 23 0 83 25 104 150 0 402 0 0 0 0 0
7:45 AM 0 0 0 23 3 21 0 100 39 109 128 0 423 0 0 0 0 0
8:00 AM 0 0 0 26 1 27 0 76 27 89 125 0 371 0 0 0 0 0
8:15 AM 0 0 0 37 3 14 0 100 27 75 127 0 383 0 0 0 0 0
8:30 AM 0 0 0 19 1 19 0 88 47 103 125 0 402 0 0 0 1 1
8:45 AM 0 0 0 20 2 33 0 116 33 96 129 0 429 0 0 0 0 0
VOLUMES 0 0 0 183 13 178 0 700 260 742 1,060 0 3,139 0 0 0 3 3 APPROACH % 0% 0% 0% 49% 3% 48% 0% 73% 27% 41% 59% 0%
APP/DEPART 0 / 0 374 / 1,015 960 / 886 1,805 / 1,238 0

BEGIN PEAK HR
VOLUMES 0 0 0 102 7 93 0 380 134 363 506 0 1,586
APPROACH % 0% 0% 0% 50% 3% 46% 0% 74% 26% 42% 58% 0%
PEAK HR FACTOR 0.000 0.918 0.862 0.950 0.924
APP/DEPART 0 / 0 202 / 504 514 / 483 870 / 599 0
4:00 PM 0 0 0 34 1 31 0 197 55 124 168 0 610 0 0 0 0 0
4:15 PM 0 0 0 46 0 29 0 188 61 119 175 0 618 0 0 0 0 0
4:30 PM 0 0 0 41 1 22 0 179 65 123 151 0 582 0 0 0 0 0
4:45 PM 0 0 0 33 0 27 0 160 56 135 181 0 592 0 0 0 0 0
5:00 PM 0 0 0 39 1 29 0 224 62 120 169 0 644 0 0 0 0 0
5:15 PM 0 0 0 46 0 17 0 225 70 134 192 0 684 0 0 0 0 0
5:30 PM 0 0 0 30 1 30 0 208 59 132 218 0 678 0 0 0 0 0
5:45 PM 0 0 0 39 0 20 0 186 65 145 210 0 665 0 0 1 0 1
VOLUMES 0 0 0 308 4 205 0 1,567 493 1,032 1,464 0 5,074 0 0 1 0 1 APPROACH % 0% 0% 0% 60% 1% 40% 0% 76% 24% 41% 59% 0%
APP/DEPART 0 / 0 517 / 1,529 2,061 / 1,875 2,496 / 1,670 0

BEGIN PEAK HR
VOLUMES 0 0 0 154 2 96 0 843 256 531 789 0 2,672
APPROACH % 0% 0% 0% 61% 1% 38% 0% 77% 23% 40% 60% 0%
PEAK HR FACTOR 0.000 0.913 0.932 0.930 0.977
APP/DEPART 0 / 0 252 / 789 1,100 / 997 1,320 / 886 0
SR-71 SB Ramps

NORTH SIDE
Rio Rancho WEST SIDE EAST SIDE Rio Rancho

SOUTH SIDE
SR-71 SB Ramps

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0

AMPM AM
8:00 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
8:00 AM
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
SR-71 SB Ramps SR-71 SB Ramps Rio Rancho Rio Rancho

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
SR-71 SB Ramps
Rio Rancho
Add U-Turns to Left Turns
891 383 17 491 TOTAL 0
517 205 4 308 PM 0
374 178 13 183 AM 0
1,805
2,496
4,301
2,908
1,670
1,238
0 0
0 1,060
1,464
2,524
TOTAL
PM
AM
742
1,032
1,774
0 0
0 AM
PM
TOTAL
2,267
1,567
700
753
493
260
886
1,875
2,761
3,021
2,061
960
1,015 AM 0 0 0 0
1,529 PM 0 0 0 0
2,544 TOTAL 0 0 0 0
454 189 9 256 TOTAL 0
252 96 2 154 PM 0
202 93 7 102 AM 0
870
1,320
2,190
1,485
886
599
0 0
0 506
789
1,295
TOTAL
PM
AM AM 8:00 AM
8:45 AM
363
531
894
0 0
0 #N/A
AM
PM
TOTAL
1,223
843
380 PM 5:00 PM
5:45 PM
390
256
134
483
997
1,480
1,614
1,100
514
504 AM 0 0 0 0
789 PM 0 0 0 0
1,293 Total 0 0 0 0
SR-71 SB Ramps
SR-71 SB Ramps
SR-71 SB Ramps
Rio Rancho
RioRancho

PEAK HOUR
AimTD LLC

TURNING MOVEMENT COUNTS
SR-71 SB Ramps
Rio Rancho
RioRancho
SC2989

ALL HOURS
Pomona
T218
DATE: LOCATION: PROJECT #: SC2989
Thu, Jul 15, 21 NORTH & SOUTH: LOCATION #: 5
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1.5 0 1.5 X X X 2 2 X X 2 1 0 0 0 0
7:00 AM 47 86 102 0 0 0 9 71 0 0 176 57 548 0 0 0 0 0
7:15 AM 45 71 120 0 0 0 22 79 0 0 179 56 572 0 0 0 0 0
7:30 AM 47 53 123 0 0 0 14 85 0 0 207 72 601 0 0 0 0 0
7:45 AM 35 44 108 0 0 0 22 99 0 0 202 82 592 0 0 0 0 0
8:00 AM 40 40 145 0 0 0 16 86 0 0 174 88 589 0 0 0 0 0
8:15 AM 35 35 124 0 0 0 26 111 0 0 167 79 577 0 0 0 0 0 8:30 AM 46 29 120 0 0 0 12 96 0 0 183 59 545 0 0 0 0 0
8:45 AM 51 23 136 0 0 0 32 104 0 0 174 43 563 0 0 0 0 0 VOLUMES 346 381 978 0 0 0 153 731 0 0 1,462 536 4,587 0 0 0 0 0 APPROACH % 20% 22% 57% 0% 0% 0% 17% 83% 0% 0% 73% 27%
APP/DEPART 1,705 / 1,070 0 / 0 884 / 1,709 1,998 / 1,808 0

BEGIN PEAK HR
VOLUMES 157 172 500 0 0 0 78 381 0 0 750 321 2,359
APPROACH % 19% 21% 60% 0% 0% 0% 17% 83% 0% 0% 70% 30%
PEAK HR FACTOR 0.921 0.000 0.838 0.943 0.981
APP/DEPART 829 / 571 0 / 0 459 / 881 1,071 / 907 0
4:00 PM 52 7 164 0 0 0 26 200 0 0 240 37 726 0 0 0 0 0
4:15 PM 47 5 136 0 0 0 20 214 0 0 247 46 715 0 0 0 0 0
4:30 PM 56 9 145 0 0 0 23 197 0 0 222 29 681 0 0 1 0 1
4:45 PM 51 18 160 0 0 0 19 174 0 0 265 34 721 0 0 0 0 0 5:00 PM 68 43 154 0 0 0 22 241 0 0 221 32 781 0 0 0 0 0 5:15 PM 63 53 212 0 0 0 31 240 0 0 263 38 900 0 0 0 0 0 5:30 PM 68 51 204 0 0 0 23 215 0 0 282 62 905 0 0 0 0 0 5:45 PM 61 32 170 0 0 0 23 202 0 0 294 33 815 0 0 0 0 0 VOLUMES 466 218 1,345 0 0 0 187 1,683 0 0 2,034 311 6,244 0 0 1 0 1 APPROACH % 23% 11% 66% 0% 0% 0% 10% 90% 0% 0% 87% 13%
APP/DEPART 2,029 / 715 0 / 0 1,870 / 3,028 2,345 / 2,501 0

BEGIN PEAK HR
VOLUMES 260 179 740 0 0 0 99 898 0 0 1,060 165 3,401
APPROACH % 22% 15% 63% 0% 0% 0% 10% 90% 0% 0% 87% 13%
PEAK HR FACTOR 0.899 0.000 0.920 0.890 0.940
APP/DEPART 1,179 / 443 0 / 0 997 / 1,638 1,225 / 1,320 0 SR-71 NB Ramps

NORTH SIDE
Rio Rancho WEST SIDE EAST SIDE Rio Rancho

SOUTH SIDE
SR-71 NB Ramps

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
SR-71 NB Ramps
Rio Rancho
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
SR-71 NB Ramps SR-71 NB Ramps Rio Rancho Rio Rancho

AMPM AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns
0 0 0 0 TOTAL 1,785
0 0 0 0 PM 715
0 0 0 0 AM 1,070
1,998
2,345
4,343
4,309
2,501
1,808
536
311
847
1,462
2,034
3,496
TOTAL
PM
AM
0 0
0 340
187
153
AM
PM
TOTAL
2,414
1,683
731
0 0
0 1,709
3,028
4,737
2,754
1,870
884
0 AM 346 381 978 1,705
0 PM 466 218 1,345 2,029
0 TOTAL 812 599 2,323 3,734
0 0 0 0 TOTAL 1,014
0 0 0 0 PM 443
0 0 0 0 AM 571
1,071
1,225
2,296
2,227
1,320
907
321
165
486
750
1,060
1,810
TOTAL
PM
AM AM 7:30 AM
8:45 AM
0 0
0 177
99 78
#N/A
AM
PM
TOTAL
1,279
898
381 PM 5:00 PM
5:45 PM
0 0
0 881
1,638
2,519
1,456
997
459
0 AM 157 172 500 829
0 PM 260 179 740 1,179
0 Total 417 351 1,240 2,008
AimTD LLC

TURNING MOVEMENT COUNTS
SR-71 NB Ramps
Rio Rancho
RioRancho
SC2989

ALL HOURS
Pomona
SR-71 NB Ramps
SR-71 NB Ramps
SR-71 NB Ramps
Rio Rancho
RioRancho

PEAK HOUR

APPENDIX C

INTERSECTION ANALYSIS

WORKSHEETS
HCM 6th Signalized Intersection Summary
1: Rancho Camino Drive & Rio Rancho Road 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX AM Synchro 11 Report Kimley-Horn Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 62 67 306 61 89 341
Future Volume (veh/h) 62 67 306 61 89 341
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1673 1772
Adj Flow Rate, veh/h 73 79 360 72 105 401
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 203 191 876 391 162 1792
Arrive On Green 0.13 0.13 0.26 0.26 0.10 0.53
Sat Flow, veh/h 1594 1502 3455 1502 1594 3455
Grp Volume(v), veh/h 73 79 360 72 105 401
Grp Sat Flow(s),veh/h/ln 1594 1502 1683 1502 1594 1683
Q Serve(g_s), s 1.1 1.3 2.3 1.0 1.7 1.7
Cycle Q Clear(g_c), s 1.1 1.3 2.3 1.0 1.7 1.7
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 203 191 876 391 162 1792
V/C Ratio(X) 0.36 0.41 0.41 0.18 0.65 0.22
Avail Cap(c_a), veh/h 1056 995 4778 2131 1297 8091
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 10.5 10.6 8.1 7.6 11.4 3.3
Incr Delay (d2), s/veh 1.1 1.4 0.3 0.2 4.3 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.3 0.4 0.5 0.2 0.6 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.6 12.1 8.4 7.8 15.7 3.3
LnGrp LOS B B A A B A
Approach Vol, veh/h 152 432 506
Approach Delay, s/veh 11.8 8.3 5.9
Approach LOS B A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 7.2 11.4 18.6 7.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 21.5 37.5 63.5 17.5
Max Q Clear Time (g_c+I1), s 3.7 4.3 3.7 3.3
Green Ext Time (p_c), s 0.2 2.5 2.9 0.3
Intersection Summary
HCM 6th Ctrl Delay 7.7
HCM 6th LOS A
HCM 6th Signalized Intersection Summary
2: Rio Rancho Road & Lone Ridge Road 12/22/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX AM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 68 6 18 5 3 50 11 350 12 170 407 20 Future Volume (veh/h) 68 6 18 5 3 50 11 350 12 170 407 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 78 7 21 6 3 57 13 402 14 195 468 23 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 393 57 171 298 107 219 12 1041 464 325 1502 74 Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.01 0.31 0.31 0.11 0.46 0.46 Sat Flow, veh/h 1201 390 1171 769 732 1502 1594 3367 1502 2910 3266 160 Grp Volume(v), veh/h 78 0 28 9 0 57 13 402 14 195 241 250 Grp Sat Flow(s),veh/h/ln 1201 0 1561 1500 0 1502 1594 1683 1502 1455 1683 1743 Q Serve(g_s), s 1.9 0.0 0.5 0.0 0.0 1.1 0.2 3.0 0.2 2.1 2.9 2.9 Cycle Q Clear(g_c), s 2.1 0.0 0.5 0.1 0.0 1.1 0.2 3.0 0.2 2.1 2.9 2.9 Prop In Lane 1.00 0.75 0.67 1.00 1.00 1.00 1.00 0.09
Lane Grp Cap(c), veh/h 393 0 228 405 0 219 12 1041 464 325 774 801 V/C Ratio(X) 0.20 0.00 0.12 0.02 0.00 0.26 1.06 0.39 0.03 0.60 0.31 0.31 Avail Cap(c_a), veh/h 1369 0 1497 1526 0 1393 986 4165 1858 2250 2082 2156 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.7 0.0 12.0 11.9 0.0 12.3 16.0 8.8 7.8 13.7 5.5 5.5 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.0 0.0 0.6 90.5 0.2 0.0 0.7 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.1 0.0 0.0 0.3 0.4 0.7 0.0 0.5 0.5 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.8 0.0 12.1 11.9 0.0 12.9 106.5 9.0 7.8 14.3 5.7 5.7 LnGrp LOS B A B B A B F A A B A A
Approach Vol, veh/h 106 66 429 686
Approach Delay, s/veh 12.6 12.7 11.9 8.2
Approach LOS B B B A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 3.7 19.9 8.7 8.6 15.0 8.7
Change Period (Y+Rc), s 3.5 5.0 4.0 5.0 * 5 4.0
Max Green Setting (Gmax), s 20.0 40.0 30.0 25.0 * 40 31.0 Max Q Clear Time (g_c+I1), s 2.2 4.9 3.1 4.1 5.0 4.1
Green Ext Time (p_c), s 0.0 2.9 0.2 0.3 2.7 0.2
Intersection Summary
HCM 6th Ctrl Delay 10.0
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th TWSC
3: Rio Rancho Road & Driveway 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX AM Synchro 11 Report Kimley-Horn Page 3
Intersection
Int Delay, s/veh 0.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 37 477 1 0 599
Future Vol, veh/h 0 37 477 1 0 599
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 39 502 1 0 631
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 252 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 748 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 748 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 10.1 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 748 -
HCM Lane V/C Ratio - - 0.052 -
HCM Control Delay (s) - - 10.1 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0.2 -
HCM 6th Signalized Intersection Summary
4: Rio Rancho Road & SR-71 SB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX AM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 102 7 93 0 0 0 0 380 134 363 506 0 Future Volume (veh/h) 102 7 93 0 0 0 0 380 134 363 506 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 1772 1772 1575 1772 0 Adj Flow Rate, veh/h 146 0 70 0 413 146 395 550 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 409 0 193 0 861 384 630 2038 0
Arrive On Green 0.13 0.00 0.13 0.00 0.26 0.26 0.22 0.61 0.00 Sat Flow, veh/h 3188 0 1502 0 3455 1502 2910 3455 0
Grp Volume(v), veh/h 146 0 70 0 413 146 395 550 0
Grp Sat Flow(s),veh/h/ln 1594 0 1502 0 1683 1502 1455 1683 0 Q Serve(g_s), s 1.4 0.0 1.4 0.0 3.5 2.7 4.2 2.6 0.0
Cycle Q Clear(g_c), s 1.4 0.0 1.4 0.0 3.5 2.7 4.2 2.6 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 409 0 193 0 861 384 630 2038 0
V/C Ratio(X) 0.36 0.00 0.36 0.00 0.48 0.38 0.63 0.27 0.00 Avail Cap(c_a), veh/h 1461 0 688 0 3336 1488 2367 6522 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 13.5 0.0 13.5 0.0 10.7 10.4 12.0 3.1 0.0 Incr Delay (d2), s/veh 0.5 0.0 1.1 0.0 0.4 0.6 1.0 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.5 0.0 0.9 0.7 1.1 0.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.0 0.0 14.6 0.0 11.1 11.0 13.0 3.2 0.0 LnGrp LOS B A B A B B B A A
Approach Vol, veh/h 216 559 945
Approach Delay, s/veh 14.2 11.1 7.3
Approach LOS B B A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 11.8 13.1 8.8 25.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 27.5 33.5 15.5 65.5
Max Q Clear Time (g_c+I1), s 6.2 5.5 3.4 4.6
Green Ext Time (p_c), s 1.3 3.1 0.5 4.1
Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary
5: Rio Rancho Road & SR-71 NB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX AM Synchro 11 Report Kimley-Horn Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 157 172 500 78 381 0 0 750 321 Future Volume (veh/h) 0 0 0 157 172 500 78 381 0 0 750 321 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1575 1772 0 0 1772 1772 Adj Flow Rate, veh/h 160 332 343 80 389 0 0 765 328
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 500 556 471 270 1749 0 0 1155 515
Arrive On Green 0.31 0.31 0.31 0.09 0.52 0.00 0.00 0.34 0.34 Sat Flow, veh/h 1594 1772 1502 2910 3455 0 0 3455 1502
Grp Volume(v), veh/h 160 332 343 80 389 0 0 765 328
Grp Sat Flow(s),veh/h/ln 1594 1772 1502 1455 1683 0 0 1683 1502 Q Serve(g_s), s 4.1 8.5 10.9 1.4 3.4 0.0 0.0 10.4 9.9
Cycle Q Clear(g_c), s 4.1 8.5 10.9 1.4 3.4 0.0 0.0 10.4 9.9 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 500 556 471 270 1749 0 0 1155 515 V/C Ratio(X) 0.32 0.60 0.73 0.30 0.22 0.00 0.00 0.66 0.64 Avail Cap(c_a), veh/h 1183 1316 1115 340 2562 0 0 1887 842 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 14.1 15.6 16.4 22.8 7.0 0.0 0.0 15.0 14.9 Incr Delay (d2), s/veh 0.4 1.0 2.2 0.6 0.1 0.0 0.0 0.7 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 3.2 3.6 0.4 0.9 0.0 0.0 3.4 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.5 16.7 18.6 23.4 7.1 0.0 0.0 15.7 16.2 LnGrp LOS B B B C A A A B B
Approach Vol, veh/h 835 469 1093
Approach Delay, s/veh 17.0 9.9 15.8
Approach LOS B A B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 32.5 9.5 23.0 21.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 41.0 6.3 30.2 40.0
Max Q Clear Time (g_c+I1), s 5.4 3.4 12.4 12.9
Green Ext Time (p_c), s 2.6 0.0 6.1 3.9
Intersection Summary
HCM 6th Ctrl Delay 15.1
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary
1: Rancho Camino Drive & Rio Rancho Road 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX PM Synchro 11 Report Kimley-Horn Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 108 148 600 35 115 401
Future Volume (veh/h) 108 148 600 35 115 401
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1673 1772
Adj Flow Rate, veh/h 127 174 706 41 135 472
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 278 262 1208 539 172 1974
Arrive On Green 0.17 0.17 0.36 0.36 0.11 0.59
Sat Flow, veh/h 1594 1502 3455 1502 1594 3455
Grp Volume(v), veh/h 127 174 706 41 135 472
Grp Sat Flow(s),veh/h/ln 1594 1502 1683 1502 1594 1683
Q Serve(g_s), s 2.7 4.1 6.4 0.7 3.1 2.5
Cycle Q Clear(g_c), s 2.7 4.1 6.4 0.7 3.1 2.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 278 262 1208 539 172 1974
V/C Ratio(X) 0.46 0.66 0.58 0.08 0.78 0.24
Avail Cap(c_a), veh/h 826 778 3354 1496 826 5500
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 13.9 14.5 9.8 8.0 16.4 3.7
Incr Delay (d2), s/veh 1.2 2.9 0.5 0.1 7.6 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.9 1.4 1.6 0.2 1.3 0.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.1 17.4 10.2 8.0 24.0 3.8
LnGrp LOS B B B A C A
Approach Vol, veh/h 301 747 607
Approach Delay, s/veh 16.4 10.1 8.3
Approach LOS B B A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.6 18.0 26.6 11.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 37.5 61.5 19.5
Max Q Clear Time (g_c+I1), s 5.1 8.4 4.5 6.1
Green Ext Time (p_c), s 0.3 5.1 3.4 0.8
Intersection Summary
HCM 6th Ctrl Delay 10.6
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
2: Rio Rancho Road & Lone Ridge Road 12/22/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX PM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 75 12 18 19 5 176 32 695 23 326 481 75 Future Volume (veh/h) 75 12 18 19 5 176 32 695 23 326 481 75 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 86 14 21 22 6 202 37 799 26 375 553 86 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 316 116 175 308 68 273 41 1208 539 508 1572 244 Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.03 0.36 0.36 0.17 0.54 0.54 Sat Flow, veh/h 1050 640 960 975 374 1502 1594 3367 1502 2910 2921 453 Grp Volume(v), veh/h 86 0 35 28 0 202 37 799 26 375 318 321 Grp Sat Flow(s),veh/h/ln 1050 0 1599 1349 0 1502 1594 1683 1502 1455 1683 1690 Q Serve(g_s), s 3.7 0.0 0.9 0.1 0.0 6.3 1.1 9.8 0.6 6.0 5.3 5.3 Cycle Q Clear(g_c), s 4.7 0.0 0.9 1.0 0.0 6.3 1.1 9.8 0.6 6.0 5.3 5.3 Prop In Lane 1.00 0.60 0.79 1.00 1.00 1.00 1.00 0.27
Lane Grp Cap(c), veh/h 316 0 291 376 0 273 41 1208 539 508 906 910 V/C Ratio(X) 0.27 0.00 0.12 0.07 0.00 0.74 0.91 0.66 0.05 0.74 0.35 0.35 Avail Cap(c_a), veh/h 787 0 1008 967 0 916 648 2739 1222 1480 1370 1375 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.8 0.0 16.8 16.8 0.0 19.0 23.9 13.3 10.3 19.2 6.5 6.5 Incr Delay (d2), s/veh 0.2 0.0 0.1 0.1 0.0 3.9 22.9 0.6 0.0 0.8 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 0.3 0.2 0.0 2.2 0.6 2.9 0.1 1.8 1.2 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.0 0.0 16.9 16.8 0.0 22.9 46.8 13.9 10.3 20.0 6.7 6.7 LnGrp LOS B A B B A C D B B C A A
Approach Vol, veh/h 121 230 862 1014
Approach Delay, s/veh 18.4 22.2 15.2 11.6
Approach LOS B C B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.8 31.5 13.0 13.6 22.6 13.0
Change Period (Y+Rc), s 3.5 5.0 4.0 5.0 * 5 4.0
Max Green Setting (Gmax), s 20.0 40.0 30.0 25.0 * 40 31.0 Max Q Clear Time (g_c+I1), s 3.1 7.3 8.3 8.0 11.8 6.7
Green Ext Time (p_c), s 0.0 4.0 0.8 0.6 5.8 0.3
Intersection Summary
HCM 6th Ctrl Delay 14.5
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th TWSC
3: Rio Rancho Road & Driveway 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX PM Synchro 11 Report Kimley-Horn Page 3
Intersection
Int Delay, s/veh 1.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 159 941 31 0 883
Future Vol, veh/h 0 159 941 31 0 883
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 167 991 33 0 929
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 512 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 507 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 507 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 15.6 0 0

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 507 -
HCM Lane V/C Ratio - - 0.33 -
HCM Control Delay (s) - - 15.6 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 1.4 -
HCM 6th Signalized Intersection Summary
4: Rio Rancho Road & SR-71 SB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX PM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 154 2 96 0 0 0 0 843 256 531 789 0 Future Volume (veh/h) 154 2 96 0 0 0 0 843 256 531 789 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 1772 1772 1575 1772 0 Adj Flow Rate, veh/h 200 0 70 0 916 278 577 858 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 332 0 156 0 1334 595 742 2467 0
Arrive On Green 0.10 0.00 0.10 0.00 0.40 0.40 0.26 0.73 0.00 Sat Flow, veh/h 3188 0 1502 0 3455 1502 2910 3455 0
Grp Volume(v), veh/h 200 0 70 0 916 278 577 858 0
Grp Sat Flow(s),veh/h/ln 1594 0 1502 0 1683 1502 1455 1683 0 Q Serve(g_s), s 3.3 0.0 2.4 0.0 12.5 7.6 10.2 5.0 0.0
Cycle Q Clear(g_c), s 3.3 0.0 2.4 0.0 12.5 7.6 10.2 5.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 332 0 156 0 1334 595 742 2467 0
V/C Ratio(X) 0.60 0.00 0.45 0.00 0.69 0.47 0.78 0.35 0.00 Avail Cap(c_a), veh/h 722 0 340 0 2227 993 1450 4179 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 23.6 0.0 23.2 0.0 13.8 12.3 19.1 2.6 0.0 Incr Delay (d2), s/veh 1.8 0.0 2.0 0.0 0.6 0.6 1.8 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 0.9 0.0 3.8 2.1 3.2 0.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.4 0.0 25.2 0.0 14.5 12.9 20.9 2.7 0.0 LnGrp LOS C A C A B B C A A
Approach Vol, veh/h 270 1194 1435
Approach Delay, s/veh 25.4 14.1 10.0
Approach LOS C B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 18.6 26.4 10.2 44.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 27.5 36.5 12.5 68.5
Max Q Clear Time (g_c+I1), s 12.2 14.5 5.3 7.0
Green Ext Time (p_c), s 1.9 7.4 0.5 7.2
Intersection Summary
HCM 6th Ctrl Delay 13.1
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary
5: Rio Rancho Road & SR-71 NB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX PM Synchro 11 Report Kimley-Horn Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 260 179 740 99 898 0 0 1060 165 Future Volume (veh/h) 0 0 0 260 179 740 99 898 0 0 1060 165 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1575 1772 0 0 1772 1772 Adj Flow Rate, veh/h 238 475 483 101 916 0 0 1082 168
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 614 683 579 189 1676 0 0 1261 563
Arrive On Green 0.39 0.39 0.39 0.06 0.50 0.00 0.00 0.37 0.37 Sat Flow, veh/h 1594 1772 1502 2910 3455 0 0 3455 1502
Grp Volume(v), veh/h 238 475 483 101 916 0 0 1082 168
Grp Sat Flow(s),veh/h/ln 1594 1772 1502 1455 1683 0 0 1683 1502 Q Serve(g_s), s 8.3 17.4 22.5 2.6 14.5 0.0 0.0 22.8 6.1 Cycle Q Clear(g_c), s 8.3 17.4 22.5 2.6 14.5 0.0 0.0 22.8 6.1 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 614 683 579 189 1676 0 0 1261 563 V/C Ratio(X) 0.39 0.70 0.83 0.53 0.55 0.00 0.00 0.86 0.30 Avail Cap(c_a), veh/h 827 920 779 189 1791 0 0 1376 614 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 17.1 19.9 21.5 34.9 13.3 0.0 0.0 22.2 17.0 Incr Delay (d2), s/veh 0.4 1.4 5.9 2.9 0.3 0.0 0.0 5.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 6.9 8.3 0.9 4.7 0.0 0.0 9.1 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.5 21.3 27.3 37.8 13.6 0.0 0.0 27.5 17.3 LnGrp LOS B C C D B A A C B
Approach Vol, veh/h 1196 1017 1250
Approach Delay, s/veh 23.0 16.1 26.1
Approach LOS C B C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 42.9 9.5 33.4 34.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 41.0 5.0 31.5 40.0
Max Q Clear Time (g_c+I1), s 16.5 4.6 24.8 24.5
Green Ext Time (p_c), s 6.5 0.0 4.0 5.2
Intersection Summary
HCM 6th Ctrl Delay 22.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary
1: Rancho Camino Drive & Rio Rancho Road 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY AM Synchro 11 Report Kimley-Horn Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 70 79 312 103 160 348
Future Volume (veh/h) 70 79 312 103 160 348
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1673 1772
Adj Flow Rate, veh/h 74 83 328 108 168 366
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 166 186 808 354 202 1864
Arrive On Green 0.13 0.13 0.24 0.24 0.15 0.55
Sat Flow, veh/h 1318 1477 3455 1477 1318 3455
Grp Volume(v), veh/h 74 83 328 108 168 366
Grp Sat Flow(s),veh/h/ln 1318 1477 1683 1477 1318 1683
Q Serve(g_s), s 1.5 1.5 2.3 1.7 3.5 1.5
Cycle Q Clear(g_c), s 1.5 1.5 2.3 1.7 3.5 1.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 166 186 808 354 202 1864
V/C Ratio(X) 0.45 0.45 0.41 0.30 0.83 0.20
Avail Cap(c_a), veh/h 1009 1131 4377 1920 868 7136
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 11.4 11.4 9.0 8.7 11.5 3.1
Incr Delay (d2), s/veh 1.9 1.7 0.3 0.5 8.5 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.4 0.4 0.5 0.3 1.1 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.2 13.0 9.3 9.2 20.0 3.2
LnGrp LOS B B A A C A
Approach Vol, veh/h 157 436 534
Approach Delay, s/veh 13.1 9.3 8.5
Approach LOS B A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.8 11.2 20.0 8.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 36.5 59.5 21.5
Max Q Clear Time (g_c+I1), s 5.5 4.3 3.5 3.5
Green Ext Time (p_c), s 0.4 2.4 2.6 0.5
Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A
HCM 6th Signalized Intersection Summary
2: Rio Rancho Road & Lone Ridge Road 12/22/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY AM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 69 6 18 5 3 51 11 368 12 173 484 20 Future Volume (veh/h) 69 6 18 5 3 51 11 368 12 173 484 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 73 6 19 5 3 54 12 387 13 182 509 21 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 388 52 165 279 118 209 9 1040 456 282 1533 63 Arrive On Green 0.14 0.14 0.14 0.14 0.14 0.14 0.01 0.31 0.31 0.12 0.47 0.47 Sat Flow, veh/h 1205 369 1169 696 833 1477 1318 3367 1477 2406 3293 136 Grp Volume(v), veh/h 73 0 25 8 0 54 12 387 13 182 260 270 Grp Sat Flow(s),veh/h/ln 1205 0 1538 1529 0 1477 1318 1683 1477 1203 1683 1745 Q Serve(g_s), s 1.8 0.0 0.5 0.0 0.0 1.1 0.2 2.9 0.2 2.3 3.2 3.2 Cycle Q Clear(g_c), s 1.9 0.0 0.5 0.1 0.0 1.1 0.2 2.9 0.2 2.3 3.2 3.2 Prop In Lane 1.00 0.76 0.62 1.00 1.00 1.00 1.00 0.08
Lane Grp Cap(c), veh/h 388 0 217 397 0 209 9 1040 456 282 784 812 V/C Ratio(X) 0.19 0.00 0.11 0.02 0.00 0.26 1.29 0.37 0.03 0.64 0.33 0.33 Avail Cap(c_a), veh/h 1371 0 1473 1539 0 1368 814 4159 1824 1858 2080 2156 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.8 0.0 12.1 12.0 0.0 12.4 16.1 8.7 7.8 13.6 5.5 5.5 Incr Delay (d2), s/veh 0.2 0.0 0.2 0.0 0.0 0.6 180.5 0.2 0.0 0.9 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.1 0.0 0.0 0.3 0.5 0.7 0.0 0.5 0.5 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.1 0.0 12.4 12.0 0.0 13.0 196.6 9.0 7.8 14.6 5.7 5.7 LnGrp LOS B A B B A B F A A B A A
Approach Vol, veh/h 98 62 412 712
Approach Delay, s/veh 12.9 12.9 14.4 8.0
Approach LOS B B B A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 3.7 20.1 8.6 8.8 15.0 8.6
Change Period (Y+Rc), s 3.5 5.0 4.0 5.0 * 5 4.0
Max Green Setting (Gmax), s 20.0 40.0 30.0 25.0 * 40 31.0 Max Q Clear Time (g_c+I1), s 2.2 5.2 3.1 4.3 4.9 3.9
Green Ext Time (p_c), s 0.0 3.2 0.2 0.4 2.6 0.3
Intersection Summary
HCM 6th Ctrl Delay 10.6
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th TWSC
3: Rio Rancho Road & Driveway 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY AM Synchro 11 Report Kimley-Horn Page 3
Intersection
Int Delay, s/veh 0.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 38 498 1 0 680
Future Vol, veh/h 0 38 498 1 0 680
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 40 524 1 0 716
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 263 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 735 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 735 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 10.2 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 735 -
HCM Lane V/C Ratio - - 0.054 -
HCM Control Delay (s) - - 10.2 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0.2 -
HCM 6th Signalized Intersection Summary
4: Rio Rancho Road & SR-71 SB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY AM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 104 7 130 0 0 0 0 394 143 379 551 0 Future Volume (veh/h) 104 7 130 0 0 0 0 394 143 379 551 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 1772 1772 1575 1772 0 Adj Flow Rate, veh/h 159 0 89 0 415 151 399 580 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 336 0 188 0 840 369 593 2092 0
Arrive On Green 0.13 0.00 0.13 0.00 0.25 0.25 0.25 0.62 0.00 Sat Flow, veh/h 2635 0 1477 0 3455 1477 2406 3455 0
Grp Volume(v), veh/h 159 0 89 0 415 151 399 580 0
Grp Sat Flow(s),veh/h/ln 1318 0 1477 0 1683 1477 1203 1683 0 Q Serve(g_s), s 2.0 0.0 2.0 0.0 3.8 3.1 5.4 2.8 0.0
Cycle Q Clear(g_c), s 2.0 0.0 2.0 0.0 3.8 3.1 5.4 2.8 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 336 0 188 0 840 369 593 2092 0
V/C Ratio(X) 0.47 0.00 0.47 0.00 0.49 0.41 0.67 0.28 0.00 Avail Cap(c_a), veh/h 1212 0 679 0 3144 1379 1778 6054 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 14.5 0.0 14.5 0.0 11.5 11.2 12.2 3.1 0.0 Incr Delay (d2), s/veh 1.0 0.0 1.8 0.0 0.5 0.7 1.3 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.6 0.0 1.0 0.8 1.2 0.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.6 0.0 16.4 0.0 12.0 12.0 13.6 3.2 0.0 LnGrp LOS B A B A B B B A A
Approach Vol, veh/h 248 566 979
Approach Delay, s/veh 15.8 12.0 7.4
Approach LOS B B A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 13.3 13.5 9.1 26.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 26.5 33.5 16.5 64.5
Max Q Clear Time (g_c+I1), s 7.4 5.8 4.0 4.8
Green Ext Time (p_c), s 1.6 3.2 0.7 4.4
Intersection Summary
HCM 6th Ctrl Delay 10.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary
5: Rio Rancho Road & SR-71 NB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY AM Synchro 11 Report Kimley-Horn Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 195 175 515 86 389 0 0 774 328 Future Volume (veh/h) 0 0 0 195 175 515 86 389 0 0 774 328 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1575 1772 0 0 1772 1772 Adj Flow Rate, veh/h 198 358 366 91 409 0 0 815 345
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 438 589 491 205 1730 0 0 1184 519
Arrive On Green 0.33 0.33 0.33 0.09 0.51 0.00 0.00 0.35 0.35 Sat Flow, veh/h 1318 1772 1477 2406 3455 0 0 3455 1477
Grp Volume(v), veh/h 198 358 366 91 409 0 0 815 345
Grp Sat Flow(s),veh/h/ln 1318 1772 1477 1203 1683 0 0 1683 1477 Q Serve(g_s), s 6.9 9.9 12.9 2.1 3.9 0.0 0.0 12.1 11.6
Cycle Q Clear(g_c), s 6.9 9.9 12.9 2.1 3.9 0.0 0.0 12.1 11.6 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 438 589 491 205 1730 0 0 1184 519 V/C Ratio(X) 0.45 0.61 0.75 0.44 0.24 0.00 0.00 0.69 0.66 Avail Cap(c_a), veh/h 900 1210 1009 205 2357 0 0 1811 794 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 15.4 16.4 17.4 25.5 7.9 0.0 0.0 16.2 16.1 Incr Delay (d2), s/veh 0.7 1.0 2.3 1.5 0.1 0.0 0.0 0.7 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 3.7 4.2 0.6 1.1 0.0 0.0 4.1 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.1 17.4 19.6 27.0 7.9 0.0 0.0 17.0 17.5 LnGrp LOS B B B C A A A B B
Approach Vol, veh/h 922 500 1160
Approach Delay, s/veh 18.0 11.4 17.1
Approach LOS B B B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 34.6 9.5 25.1 24.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 41.0 5.0 31.5 40.0
Max Q Clear Time (g_c+I1), s 5.9 4.1 14.1 14.9
Green Ext Time (p_c), s 2.7 0.0 6.5 4.6
Intersection Summary
HCM 6th Ctrl Delay 16.3
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary
1: Rancho Camino Drive & Rio Rancho Road 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY PM Synchro 11 Report Kimley-Horn Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 150 218 612 44 130 409
Future Volume (veh/h) 150 218 612 44 130 409
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1673 1772
Adj Flow Rate, veh/h 158 229 644 46 137 431
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 282 324 1083 475 163 1883
Arrive On Green 0.22 0.22 0.32 0.32 0.13 0.56
Sat Flow, veh/h 1287 1477 3455 1477 1287 3455
Grp Volume(v), veh/h 158 229 644 46 137 431
Grp Sat Flow(s),veh/h/ln 1287 1477 1683 1477 1287 1683
Q Serve(g_s), s 4.4 5.8 6.5 0.9 4.2 2.6
Cycle Q Clear(g_c), s 4.4 5.8 6.5 0.9 4.2 2.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 282 324 1083 475 163 1883
V/C Ratio(X) 0.56 0.71 0.59 0.10 0.84 0.23
Avail Cap(c_a), veh/h 681 781 3022 1325 586 4926
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 14.1 14.7 11.6 9.7 17.3 4.5
Incr Delay (d2), s/veh 1.7 2.8 0.5 0.1 10.8 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.2 1.9 1.8 0.2 1.5 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.9 17.5 12.1 9.7 28.2 4.6
LnGrp LOS B B B A C A
Approach Vol, veh/h 387 690 568
Approach Delay, s/veh 16.8 11.9 10.3
Approach LOS B B B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 9.7 17.6 27.2 13.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 36.5 59.5 21.5
Max Q Clear Time (g_c+I1), s 6.2 8.5 4.6 7.8
Green Ext Time (p_c), s 0.3 4.6 3.1 1.2
Intersection Summary
HCM 6th Ctrl Delay 12.5
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
2: Rio Rancho Road & Lone Ridge Road 12/22/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY PM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 77 12 23 19 5 180 33 776 23 333 504 77 Future Volume (veh/h) 77 12 23 19 5 180 33 776 23 333 504 77 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 81 13 24 20 5 189 35 817 24 351 531 81 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 300 95 176 294 59 255 33 1212 531 457 1631 248 Arrive On Green 0.17 0.17 0.17 0.17 0.17 0.17 0.03 0.36 0.36 0.19 0.56 0.56 Sat Flow, veh/h 1064 551 1017 971 342 1477 1287 3367 1477 2350 2922 444 Grp Volume(v), veh/h 81 0 37 25 0 189 35 817 24 351 305 307 Grp Sat Flow(s),veh/h/ln 1064 0 1568 1313 0 1477 1287 1683 1477 1175 1683 1683 Q Serve(g_s), s 3.6 0.0 1.0 0.1 0.0 6.2 1.3 10.5 0.5 7.3 5.0 5.1 Cycle Q Clear(g_c), s 4.8 0.0 1.0 1.2 0.0 6.2 1.3 10.5 0.5 7.3 5.0 5.1 Prop In Lane 1.00 0.65 0.80 1.00 1.00 1.00 1.00 0.26
Lane Grp Cap(c), veh/h 300 0 271 353 0 255 33 1212 531 457 939 939 V/C Ratio(X) 0.27 0.00 0.14 0.07 0.00 0.74 1.06 0.67 0.05 0.77 0.32 0.33 Avail Cap(c_a), veh/h 758 0 947 918 0 863 502 2624 1151 1145 1312 1312 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.1 0.0 18.0 17.9 0.0 20.1 25.0 13.9 10.7 19.6 6.1 6.1 Incr Delay (d2), s/veh 0.2 0.0 0.1 0.1 0.0 4.2 61.9 0.7 0.0 1.0 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 0.3 0.2 0.0 2.2 0.9 3.2 0.1 1.7 1.1 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.2 0.0 18.1 18.0 0.0 24.3 86.9 14.5 10.7 20.6 6.3 6.3 LnGrp LOS C A B B A C F B B C A A
Approach Vol, veh/h 118 214 876 963
Approach Delay, s/veh 19.6 23.6 17.3 11.5
Approach LOS B C B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.8 33.6 12.9 15.0 23.5 12.9
Change Period (Y+Rc), s 3.5 5.0 4.0 5.0 * 5 4.0
Max Green Setting (Gmax), s 20.0 40.0 30.0 25.0 * 40 31.0 Max Q Clear Time (g_c+I1), s 3.3 7.1 8.2 9.3 12.5 6.8
Green Ext Time (p_c), s 0.0 3.8 0.7 0.8 5.9 0.3
Intersection Summary
HCM 6th Ctrl Delay 15.5
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th TWSC
3: Rio Rancho Road & Driveway 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY PM Synchro 11 Report Kimley-Horn Page 3
Intersection
Int Delay, s/veh 1.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 162 1027 32 0 914
Future Vol, veh/h 0 162 1027 32 0 914
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 171 1081 34 0 962
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 558 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 473 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 473 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 16.8 0 0

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 473 -
HCM Lane V/C Ratio - - 0.361 -
HCM Control Delay (s) - - 16.8 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 1.6 -
HCM 6th Signalized Intersection Summary
4: Rio Rancho Road & SR-71 SB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY PM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 158 2 104 0 0 0 0 893 294 558 811 0 Future Volume (veh/h) 158 2 104 0 0 0 0 893 294 558 811 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 1772 1772 1575 1772 0 Adj Flow Rate, veh/h 201 0 73 0 940 309 587 854 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 291 0 167 0 1288 565 697 2519 0
Arrive On Green 0.11 0.00 0.11 0.00 0.38 0.38 0.30 0.75 0.00 Sat Flow, veh/h 2575 0 1477 0 3455 1477 2350 3455 0
Grp Volume(v), veh/h 201 0 73 0 940 309 587 854 0
Grp Sat Flow(s),veh/h/ln 1287 0 1477 0 1683 1477 1175 1683 0 Q Serve(g_s), s 4.9 0.0 3.0 0.0 15.5 10.6 15.2 5.6 0.0
Cycle Q Clear(g_c), s 4.9 0.0 3.0 0.0 15.5 10.6 15.2 5.6 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 291 0 167 0 1288 565 697 2519 0
V/C Ratio(X) 0.69 0.00 0.44 0.00 0.73 0.55 0.84 0.34 0.00 Avail Cap(c_a), veh/h 496 0 284 0 1892 830 995 3551 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 27.7 0.0 26.9 0.0 17.2 15.7 21.4 2.8 0.0 Incr Delay (d2), s/veh 2.9 0.0 1.8 0.0 0.8 0.8 4.6 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 1.1 0.0 5.2 3.2 4.2 0.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.6 0.0 28.7 0.0 18.0 16.5 26.1 2.8 0.0 LnGrp LOS C A C A B B C A A
Approach Vol, veh/h 274 1249 1441
Approach Delay, s/veh 30.1 17.6 12.3
Approach LOS C B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 23.7 29.3 11.8 53.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 27.5 36.5 12.5 68.5
Max Q Clear Time (g_c+I1), s 17.2 17.5 6.9 7.6
Green Ext Time (p_c), s 2.0 7.3 0.5 7.2
Intersection Summary
HCM 6th Ctrl Delay 16.2
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary
5: Rio Rancho Road & SR-71 NB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY PM Synchro 11 Report Kimley-Horn Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 271 183 771 134 917 0 0 1097 168 Future Volume (veh/h) 0 0 0 271 183 771 134 917 0 0 1097 168 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1575 1772 0 0 1772 1772 Adj Flow Rate, veh/h 254 510 518 141 965 0 0 1155 177
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 522 719 599 141 1637 0 0 1252 549
Arrive On Green 0.41 0.41 0.41 0.06 0.49 0.00 0.00 0.37 0.37 Sat Flow, veh/h 1287 1772 1477 2350 3455 0 0 3455 1477
Grp Volume(v), veh/h 254 510 518 141 965 0 0 1155 177
Grp Sat Flow(s),veh/h/ln 1287 1772 1477 1175 1683 0 0 1683 1477 Q Serve(g_s), s 12.1 20.0 26.7 5.0 17.2 0.0 0.0 27.3 7.1 Cycle Q Clear(g_c), s 12.1 20.0 26.7 5.0 17.2 0.0 0.0 27.3 7.1 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 522 719 599 141 1637 0 0 1252 549 V/C Ratio(X) 0.49 0.71 0.86 1.00 0.59 0.00 0.00 0.92 0.32 Avail Cap(c_a), veh/h 620 853 711 141 1661 0 0 1276 560 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 18.3 20.6 22.6 39.0 15.4 0.0 0.0 25.0 18.6 Incr Delay (d2), s/veh 0.7 2.2 9.6 74.7 0.5 0.0 0.0 11.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 8.2 10.2 2.8 5.9 0.0 0.0 12.0 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.0 22.8 32.2 113.7 15.9 0.0 0.0 36.0 19.0 LnGrp LOS B C C F B A A D B
Approach Vol, veh/h 1282 1106 1332
Approach Delay, s/veh 25.8 28.4 33.8
Approach LOS C C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 44.9 9.5 35.4 38.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 41.0 5.0 31.5 40.0
Max Q Clear Time (g_c+I1), s 19.2 7.0 29.3 28.7
Green Ext Time (p_c), s 6.7 0.0 1.6 5.0
Intersection Summary
HCM 6th Ctrl Delay 29.4
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary
1: Rancho Camino Drive & Rio Rancho Road 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 70 79 328 103 160 362
Future Volume (veh/h) 70 79 328 103 160 362
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1673 1772
Adj Flow Rate, veh/h 74 83 345 108 168 381
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 160 184 826 362 203 1887
Arrive On Green 0.12 0.12 0.25 0.25 0.16 0.56
Sat Flow, veh/h 1287 1477 3455 1477 1287 3455
Grp Volume(v), veh/h 74 83 345 108 168 381
Grp Sat Flow(s),veh/h/ln 1287 1477 1683 1477 1287 1683
Q Serve(g_s), s 1.5 1.5 2.5 1.7 3.6 1.6
Cycle Q Clear(g_c), s 1.5 1.5 2.5 1.7 3.6 1.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 160 184 826 362 203 1887
V/C Ratio(X) 0.46 0.45 0.42 0.30 0.83 0.20
Avail Cap(c_a), veh/h 743 852 4298 1885 1058 7594
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 11.6 11.6 9.1 8.8 11.7 3.1
Incr Delay (d2), s/veh 2.1 1.7 0.3 0.5 8.3 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.4 0.5 0.5 0.4 1.2 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.7 13.3 9.4 9.2 19.9 3.2
LnGrp LOS B B A A B A
Approach Vol, veh/h 157 453 549
Approach Delay, s/veh 13.5 9.4 8.3
Approach LOS B A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 9.0 11.5 20.5 8.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 23.5 36.5 64.5 16.5
Max Q Clear Time (g_c+I1), s 5.6 4.5 3.6 3.5
Green Ext Time (p_c), s 0.5 2.6 2.7 0.4
Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A
HCM 6th Signalized Intersection Summary
2: Rio Rancho Road & Lone Ridge Road 12/22/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 69 10 18 66 7 51 11 370 25 280 436 20 Future Volume (veh/h) 69 10 18 66 7 51 11 370 25 280 436 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 73 11 19 69 7 54 12 389 26 295 459 21 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 323 95 165 368 28 244 9 917 402 425 1596 73
Arrive On Green 0.17 0.17 0.17 0.17 0.17 0.17 0.01 0.27 0.27 0.18 0.49 0.49 Sat Flow, veh/h 1200 577 996 1096 170 1477 1287 3367 1477 2350 3276 150 Grp Volume(v), veh/h 73 0 30 76 0 54 12 389 26 295 235 245 Grp Sat Flow(s),veh/h/ln 1200 0 1573 1266 0 1477 1287 1683 1477 1175 1683 1742 Q Serve(g_s), s 2.1 0.0 0.6 1.6 0.0 1.2 0.3 3.5 0.5 4.3 3.1 3.1 Cycle Q Clear(g_c), s 4.3 0.0 0.6 2.2 0.0 1.2 0.3 3.5 0.5 4.3 3.1 3.1 Prop In Lane 1.00 0.63 0.91 1.00 1.00 1.00 1.00 0.09
Lane Grp Cap(c), veh/h 323 0 260 396 0 244 9 917 402 425 820 849 V/C Ratio(X) 0.23 0.00 0.12 0.19 0.00 0.22 1.31 0.42 0.06 0.69 0.29 0.29 Avail Cap(c_a), veh/h 1137 0 1328 1269 0 1207 701 3668 1609 1600 1834 1898 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.6 0.0 13.0 13.8 0.0 13.3 18.2 11.0 9.9 14.1 5.6 5.6 Incr Delay (d2), s/veh 0.4 0.0 0.2 0.2 0.0 0.5 189.3 0.3 0.1 0.8 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.2 0.5 0.0 0.3 0.5 0.9 0.1 0.9 0.6 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.0 0.0 13.2 14.0 0.0 13.7 207.5 11.3 10.0 14.8 5.8 5.8 LnGrp LOS B A B B A B F B A B A A
Approach Vol, veh/h 103 130 427 775
Approach Delay, s/veh 15.2 13.9 16.7 9.2
Approach LOS B B B A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 3.8 22.9 10.1 11.6 15.0 10.1
Change Period (Y+Rc), s 3.5 5.0 4.0 5.0 * 5 4.0
Max Green Setting (Gmax), s 20.0 40.0 30.0 25.0 * 40 31.0 Max Q Clear Time (g_c+I1), s 2.3 5.1 4.2 6.3 5.5 6.3
Green Ext Time (p_c), s 0.0 2.8 0.5 0.7 2.6 0.4
Intersection Summary
HCM 6th Ctrl Delay 12.3
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th TWSC
3: Rio Rancho Road & Driveway 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 3
Intersection
Int Delay, s/veh 1.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 138 459 52 0 739
Future Vol, veh/h 0 138 459 52 0 739
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 145 483 55 0 778
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 269 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 729 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 729 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 11.2 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 729 -
HCM Lane V/C Ratio - - 0.199 -
HCM Control Delay (s) - - 11.2 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0.7 -
HCM 6th Signalized Intersection Summary
4: Rio Rancho Road & SR-71 SB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 104 7 150 0 0 0 0 430 161 379 590 0 Future Volume (veh/h) 104 7 150 0 0 0 0 430 161 379 590 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 1772 1772 1575 1772 0 Adj Flow Rate, veh/h 75 0 199 0 453 169 399 621 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 167 0 384 0 882 387 582 2120 0
Arrive On Green 0.13 0.00 0.13 0.00 0.26 0.26 0.25 0.63 0.00 Sat Flow, veh/h 1287 0 2953 0 3455 1477 2350 3455 0
Grp Volume(v), veh/h 75 0 199 0 453 169 399 621 0
Grp Sat Flow(s),veh/h/ln 1287 0 1477 0 1683 1477 1175 1683 0 Q Serve(g_s), s 2.0 0.0 2.4 0.0 4.3 3.6 5.8 3.1 0.0
Cycle Q Clear(g_c), s 2.0 0.0 2.4 0.0 4.3 3.6 5.8 3.1 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 167 0 384 0 882 387 582 2120 0
V/C Ratio(X) 0.45 0.00 0.52 0.00 0.51 0.44 0.69 0.29 0.00 Avail Cap(c_a), veh/h 567 0 1301 0 3011 1321 1663 5798 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 15.1 0.0 15.2 0.0 11.8 11.5 12.8 3.1 0.0 Incr Delay (d2), s/veh 1.9 0.0 1.1 0.0 0.5 0.8 1.4 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.7 0.0 1.2 0.9 1.2 0.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.9 0.0 16.3 0.0 12.3 12.3 14.2 3.2 0.0 LnGrp LOS B A B A B B B A A
Approach Vol, veh/h 274 622 1020
Approach Delay, s/veh 16.5 12.3 7.5
Approach LOS B B A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 13.8 14.3 9.4 28.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 26.5 33.5 16.5 64.5
Max Q Clear Time (g_c+I1), s 7.8 6.3 4.4 5.1
Green Ext Time (p_c), s 1.7 3.5 0.8 4.7
Intersection Summary
HCM 6th Ctrl Delay 10.3
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary
5: Rio Rancho Road & SR-71 NB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 215 175 515 104 407 0 9 786 327 Future Volume (veh/h) 0 0 0 215 175 515 104 407 0 9 786 327 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1575 1772 0 1673 1772 1772 Adj Flow Rate, veh/h 212 364 370 109 428 0 9 827 344
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 2 2 2
Cap, veh/h 433 595 496 199 1723 0 66 1153 518
Arrive On Green 0.34 0.34 0.34 0.08 0.51 0.00 0.35 0.35 0.35 Sat Flow, veh/h 1287 1772 1477 2350 3455 0 10 3284 1477 Grp Volume(v), veh/h 212 364 370 109 428 0 448 388 344
Grp Sat Flow(s),veh/h/ln 1287 1772 1477 1175 1683 0 1762 1532 1477 Q Serve(g_s), s 7.7 10.1 13.1 2.6 4.2 0.0 0.0 13.0 11.7 Cycle Q Clear(g_c), s 7.7 10.1 13.1 2.6 4.2 0.0 13.0 13.0 11.7 Prop In Lane 1.00 1.00 1.00 0.00 0.02 1.00
Lane Grp Cap(c), veh/h 433 595 496 199 1723 0 681 538 518 V/C Ratio(X) 0.49 0.61 0.75 0.55 0.25 0.00 0.66 0.72 0.66 Avail Cap(c_a), veh/h 871 1199 999 258 2335 0 953 778 749 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.6 16.4 17.4 26.0 8.1 0.0 16.7 16.7 16.2 Incr Delay (d2), s/veh 0.9 1.0 2.3 2.3 0.1 0.0 1.1 1.9 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 3.8 4.3 0.7 1.2 0.0 4.7 4.2 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.5 17.4 19.6 28.3 8.1 0.0 17.7 18.5 17.7 LnGrp LOS B B B C A A B B B
Approach Vol, veh/h 946 537 1180
Approach Delay, s/veh 18.1 12.2 18.0
Approach LOS B B B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 34.7 9.5 25.2 24.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 41.0 6.5 30.0 40.0
Max Q Clear Time (g_c+I1), s 6.2 4.6 15.0 15.1
Green Ext Time (p_c), s 2.8 0.1 5.7 4.7
Intersection Summary
HCM 6th Ctrl Delay 16.9
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary
1: Rancho Camino Drive & Rio Rancho Road 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 150 218 632 44 130 428
Future Volume (veh/h) 150 218 632 44 130 428
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1673 1772
Adj Flow Rate, veh/h 158 229 665 46 137 451
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 281 323 1104 484 163 1898
Arrive On Green 0.22 0.22 0.33 0.33 0.13 0.56
Sat Flow, veh/h 1287 1477 3455 1477 1287 3455
Grp Volume(v), veh/h 158 229 665 46 137 451
Grp Sat Flow(s),veh/h/ln 1287 1477 1683 1477 1287 1683
Q Serve(g_s), s 4.5 5.9 6.8 0.9 4.3 2.8
Cycle Q Clear(g_c), s 4.5 5.9 6.8 0.9 4.3 2.8
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 281 323 1104 484 163 1898
V/C Ratio(X) 0.56 0.71 0.60 0.09 0.84 0.24
Avail Cap(c_a), veh/h 670 768 2973 1304 576 4846
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 14.4 14.9 11.6 9.6 17.6 4.5
Incr Delay (d2), s/veh 1.8 2.9 0.5 0.1 10.8 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.3 2.0 1.9 0.2 1.5 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.1 17.8 12.2 9.7 28.4 4.6
LnGrp LOS B B B A C A
Approach Vol, veh/h 387 711 588
Approach Delay, s/veh 17.1 12.0 10.1
Approach LOS B B B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 9.7 18.1 27.8 13.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 36.5 59.5 21.5
Max Q Clear Time (g_c+I1), s 6.3 8.8 4.8 7.9
Green Ext Time (p_c), s 0.3 4.7 3.2 1.2
Intersection Summary
HCM 6th Ctrl Delay 12.5
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
2: Rio Rancho Road & Lone Ridge Road 12/22/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 77 17 18 82 10 180 33 783 36 454 457 77 Future Volume (veh/h) 77 17 18 82 10 180 33 783 36 454 457 77 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 81 18 19 86 11 189 35 824 38 478 481 81 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 234 148 156 312 33 279 35 1150 504 569 1672 280 Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.03 0.34 0.34 0.24 0.58 0.58 Sat Flow, veh/h 1058 782 825 1066 175 1477 1287 3367 1477 2350 2877 482 Grp Volume(v), veh/h 81 0 37 97 0 189 35 824 38 478 280 282 Grp Sat Flow(s),veh/h/ln 1058 0 1607 1242 0 1477 1287 1683 1477 1175 1683 1676 Q Serve(g_s), s 4.5 0.0 1.2 3.6 0.0 7.3 1.7 13.1 1.1 11.9 5.1 5.2 Cycle Q Clear(g_c), s 9.4 0.0 1.2 4.8 0.0 7.3 1.7 13.1 1.1 11.9 5.1 5.2 Prop In Lane 1.00 0.51 0.89 1.00 1.00 1.00 1.00 0.29
Lane Grp Cap(c), veh/h 234 0 303 345 0 279 35 1150 504 569 978 974 V/C Ratio(X) 0.35 0.00 0.12 0.28 0.00 0.68 1.01 0.72 0.08 0.84 0.29 0.29 Avail Cap(c_a), veh/h 567 0 809 745 0 720 418 2188 960 955 1094 1089 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.4 0.0 20.7 22.5 0.0 23.2 29.9 17.7 13.7 22.2 6.5 6.5 Incr Delay (d2), s/veh 0.3 0.0 0.1 0.4 0.0 2.9 45.0 0.8 0.1 1.3 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 0.4 1.2 0.0 2.6 0.9 4.5 0.3 3.0 1.3 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.7 0.0 20.8 23.0 0.0 26.1 75.0 18.5 13.8 23.5 6.6 6.7 LnGrp LOS C A C C A C F B B C A A
Approach Vol, veh/h 118 286 897 1040
Approach Delay, s/veh 24.8 25.0 20.5 14.4
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.2 40.8 15.6 19.9 26.0 15.6
Change Period (Y+Rc), s 3.5 5.0 4.0 5.0 * 5 4.0
Max Green Setting (Gmax), s 20.0 40.0 30.0 25.0 * 40 31.0 Max Q Clear Time (g_c+I1), s 3.7 7.2 9.3 13.9 15.1 11.4 Green Ext Time (p_c), s 0.0 3.4 1.1 1.0 5.9 0.3
Intersection Summary
HCM 6th Ctrl Delay 18.6
HCM 6th LOS B
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th TWSC
3: Rio Rancho Road & Driveway 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 3
Intersection
Int Delay, s/veh 3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 280 990 85 0 988
Future Vol, veh/h 0 280 990 85 0 988
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 295 1042 89 0 1040
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 566 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 467 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 467 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 25 0 0

HCM LOS D
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 467 -
HCM Lane V/C Ratio - - 0.631 -
HCM Control Delay (s) - - 25 -
HCM Lane LOS - - D -
HCM 95th %tile Q(veh) - - 4.3 -
HCM 6th Signalized Intersection Summary
4: Rio Rancho Road & SR-71 SB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 158 2 129 0 0 0 0 942 318 558 861 0 Future Volume (veh/h) 158 2 129 0 0 0 0 942 318 558 861 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 0 1772 1772 1575 1772 0 Adj Flow Rate, veh/h 209 0 91 0 992 335 587 906 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 300 0 172 0 1322 580 687 2528 0
Arrive On Green 0.12 0.00 0.12 0.00 0.39 0.39 0.29 0.75 0.00 Sat Flow, veh/h 2575 0 1477 0 3455 1477 2350 3455 0
Grp Volume(v), veh/h 209 0 91 0 992 335 587 906 0
Grp Sat Flow(s),veh/h/ln 1287 0 1477 0 1683 1477 1175 1683 0 Q Serve(g_s), s 5.3 0.0 3.9 0.0 17.2 12.1 16.0 6.2 0.0
Cycle Q Clear(g_c), s 5.3 0.0 3.9 0.0 17.2 12.1 16.0 6.2 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 300 0 172 0 1322 580 687 2528 0
V/C Ratio(X) 0.70 0.00 0.53 0.00 0.75 0.58 0.85 0.36 0.00 Avail Cap(c_a), veh/h 519 0 298 0 1800 789 917 3337 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.8 0.0 28.2 0.0 17.8 16.2 22.7 2.9 0.0 Incr Delay (d2), s/veh 2.9 0.0 2.5 0.0 1.2 0.9 6.2 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 0.0 1.5 0.0 5.9 3.7 4.6 1.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.8 0.0 30.8 0.0 19.0 17.1 28.8 3.0 0.0 LnGrp LOS C A C A B B C A A
Approach Vol, veh/h 300 1327 1493
Approach Delay, s/veh 31.5 18.5 13.1
Approach LOS C B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 24.3 31.2 12.4 55.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 26.5 36.3 13.7 67.3
Max Q Clear Time (g_c+I1), s 18.0 19.2 7.3 8.2
Green Ext Time (p_c), s 1.8 7.4 0.6 7.8
Intersection Summary
HCM 6th Ctrl Delay 17.2
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

HCM 6th Signalized Intersection Summary
5: Rio Rancho Road & SR-71 NB Ramps 08/02/2021
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 296 183 771 158 941 0 0 1122 168 Future Volume (veh/h) 0 0 0 296 183 771 158 941 0 0 1122 168 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1575 1772 0 0 1772 1772 Adj Flow Rate, veh/h 272 519 522 166 991 0 0 1181 177
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 524 722 601 140 1634 0 0 1253 550
Arrive On Green 0.41 0.41 0.41 0.06 0.49 0.00 0.00 0.37 0.37 Sat Flow, veh/h 1287 1772 1477 2350 3455 0 0 3455 1477
Grp Volume(v), veh/h 272 519 522 166 991 0 0 1181 177
Grp Sat Flow(s),veh/h/ln 1287 1772 1477 1175 1683 0 0 1683 1477 Q Serve(g_s), s 13.3 20.6 27.2 5.0 18.0 0.0 0.0 28.5 7.2 Cycle Q Clear(g_c), s 13.3 20.6 27.2 5.0 18.0 0.0 0.0 28.5 7.2 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 524 722 601 140 1634 0 0 1253 550 V/C Ratio(X) 0.52 0.72 0.87 1.19 0.61 0.00 0.00 0.94 0.32 Avail Cap(c_a), veh/h 613 844 704 140 1644 0 0 1263 554 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 18.7 20.9 22.8 39.5 15.7 0.0 0.0 25.5 18.8 Incr Delay (d2), s/veh 0.8 2.5 10.0 134.6 0.6 0.0 0.0 13.7 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 8.5 10.5 4.0 6.2 0.0 0.0 12.9 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.5 23.3 32.8 174.1 16.4 0.0 0.0 39.2 19.1 LnGrp LOS B C C F B A A D B
Approach Vol, veh/h 1313 1157 1358
Approach Delay, s/veh 26.3 39.0 36.6
Approach LOS C D D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 45.3 9.5 35.8 38.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 41.0 5.0 31.5 40.0
Max Q Clear Time (g_c+I1), s 20.0 7.0 30.5 29.2
Green Ext Time (p_c), s 6.8 0.0 0.8 5.0
Intersection Summary
HCM 6th Ctrl Delay 33.8
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

APPENDIX D

CUMULATIVE PROJECT

INFORMATION
Plan Number Main Address Plan Type Plan Status Work Class Land Use Designation WIRE-004071-2016 625 E FOOTHILL BLVD PLN - Wireless Approved Major Wireless Wireless TRACTMAP-004852-2016 1535 S RESERVOIR PLN - Tentative Tract Map Approved Tentative Tract Map Residential PARCELMAP-006220-2016 3200 W TEMPLE AVE PLN - Tentative Parcel Map Approved Tentative parcel Map Commercial TRACTMAP-008522-2017 1439 S PALOMARES ST PLN - Tentative Tract Map Approved Tentative Tract Map Residential PREAPP-013480-2020 1438 W ELEVENTH ST PLN - Development Review (Pre App) Approved Development Review (Pre-App) Residential CUP-015363-2021 1500 GILLETTE RD PLN - Conditional Use Permit In Review Land Use Commercial CUP-015380-2021 1438 W ELEVENTH ST PLN - Conditional Use Permit In Review New Development Residential CUP-015578-2021 3880 VALLEY BLVD PLN - Conditional Use Permit In Review Land Use Commercial CUP-015623-2021 155 S RESERVOIR ST PLN - Conditional Use Permit In Review New Development Industrial CUP-015691-2021 650 W GRAND AVE PLN - Conditional Use Permit In Review Land Use Residential CUP-015717-2021 900 E HARRISON AVE PLN - Conditional Use Permit In Review New Development Residential CUP-015732-2021 275 E FOOTHILL BLVD PLN - Conditional Use Permit In Review New Development Commercial WIRE-015291-2021 935 E KINGSLEY AVE PLN - Wireless Approved Admin Wireless Wireless CUP-015779-2021 1561 VIA ESTRELLA PLN - Conditional Use Permit In Review New Development Residential CUP-015805-2021 1174 W GRAND AVE PLN - Conditional Use Permit Pending/Awaiting Assignment New Development Residential CUP-015924-2021 3240 N GAREY AVE PLN - Conditional Use Permit In Review Land Use Commercial CUP-016022-2021 269 N PARK AVE PLN - Conditional Use Permit Pending/Awaiting Assignment Alcohol Sales Commercial WIRE-015292-2021 1400 E MISSION BLVD PLN - Wireless Approved Admin Wireless Wireless DPR-015420-2021 2771 N GAREY AVE PLN - Development Plan Review In Review Development Plan Review Residential DPR-015524-2021 543 W CENTER ST PLN - Development Plan Review In Review Development Plan Review Residential DPR-015833-2021 501 E MISSION BLVD PLN - Development Plan Review In Review Development Plan Review Residential MAJSDP-016025-2021 55 RANCHO CAMINO DR PLN - Major Site Development Permit Pending/Awaiting Assignment Major Site Plan Review Commercial PARCELMAP-015780-2021 1561 VIA ESTRELLA PLN - Tentative Parcel Map In Review Tentative parcel Map Residential PREAPP-015214-2020 1750 W HOLT AVE PLN - Development Review (Pre App) Pending/Awaiting Assignment Development Review (Pre-App) Industrial PREAPP-015693-2021 236 N MOUNTAIN VIEW AVE PLN - Development Review (Pre App) In Review Development Review (Pre-App) Residential PREAPP-015841-2021 42 RIO RANCHO RD PLN - Development Review (Pre App) In Review Development Review (Pre-App) Commercial SPA-016003-2021 2889 W MISSION BLVD PLN - Specific Plan Amendment Pending/Awaiting Assignment Specific Plan Amendment Other SPA-016021-2021 269 N PARK AVE PLN - Specific Plan Amendment Pending/Awaiting Assignment Specific Plan Amendment Other TRACTMAP-015269-2021 528 E GROVE ST PLN - Tentative Tract Map In Review Tentative Tract Map Residential TRACTMAP-015421-2021 2771 N GAREY AVE PLN - Tentative Tract Map In Review Tentative Tract Map Residential TRACTMAP-015999-2021 2889 W MISSION BLVD PLN - Tentative Tract Map Pending/Awaiting Assignment Tentative Tract Map Residential WIRE-015303-2021 1463 W MCKINLEY AVE PLN - Wireless Approved Admin Wireless Wireless WIRE-015457-2021 3101 W TEMPLE AVE PLN - Wireless On Hold Minor Wireless Wireless WIRE-015758-2021 2840 FICUS ST PLN - Wireless Pending/Awaiting Assignment Admin Wireless Wireless ZONE-016002-2021 2889 W MISSION BLVD PLN - Change of Zone Pending/Awaiting Assignment Change of Zone Other CUP-016367-2021 680 E ARROW HWY PLN - Conditional Use Permit Pending/Awaiting Assignment Land Use Other CUP-016438-2021 255 E BONITA AVE PLN - Conditional Use Permit Pending/Awaiting Assignment Modification of CUP Commercial DPR-016158-2021 701 S Garey AVE PLN - Development Plan Review In Review Development Plan Review Mixed Use DPR-016355-2021 395 S THOMAS ST PLN - Development Plan Review Pending/Awaiting Assignment Development Plan Review Mixed Use PARCELMAP-016161-2021 701 S Garey AVE PLN - Tentative Parcel Map Pending/Awaiting Assignment Tentative parcel Map Mixed Use PREAPP-016149-2021 980 CORPORATE CENTER DR PLN - Development Review (Pre App) Pending/Awaiting Assignment Development Review (Pre-App) Residential PREAPP-016278-2021 221 W HOLT AVE PLN - Development Review (Pre App) Pending/Awaiting Assignment Development Review (Pre-App) Residential Number of Units Total Square Footage District Assigned To Application Date Expire Date Complete Date Completed Expedited Not Applicable District 6 Tam, Vinny 2/4/2016 8/23/2018 8/23/2017 FALSE FALSE 9 District 3 Khan, Ata 5/10/2016 10/9/2018 FALSE FALSE
Not Applicable District 5 Consultant, Planning 11/8/2016 12/12/2019 3/14/2018 FALSE FALSE 6 District 3 Tam, Vinny 9/14/2017 8/8/2019 8/8/2018 FALSE FALSE 5 District 2 Barron, Alina 2/26/2020 8/6/2020 FALSE FALSE Not Applicable District 6 Lara, Lynda 1/27/2021 FALSE FALSE District 2 Barron, Alina 2/1/2021 FALSE FALSE
Not Applicable District 5 Jimenez, Alejandra 3/1/2021 FALSE FALSE Not Applicable 8,400 District 3 Barron, Alina 3/8/2021 FALSE FALSE 8 District 2 Jimenez, Alejandra 3/15/2021 FALSE FALSE
53 District 6 Lara, Lynda 3/18/2021 FALSE FALSE
Not Applicable 3,800 District 6 Lara, Lynda 3/22/2021 FALSE FALSE Not Applicable District 4 Astorga-Rios, Jesus 1/12/2021 3/4/2021 FALSE FALSE 2 District 6 Tam, Vinny 3/30/2021 FALSE FALSE
2 District 2 4/1/2021 FALSE FALSE
Not Applicable District 6 Barron, Alina 4/20/2021 FALSE FALSE Not Applicable District 1 5/7/2021 FALSE FALSE
Not Applicable District 3 Astorga-Rios, Jesus 1/12/2021 3/4/2021 FALSE FALSE 73 District 6 Barron, Alina 2/3/2021 8/2/2021 FALSE FALSE 4 District 1 Im, Eunice 2/22/2021 8/23/2021 FALSE FALSE 75 District 2 Im, Eunice 4/7/2021 FALSE FALSE
Not Applicable Not Applicable District 5 5/10/2021 FALSE FALSE District 6 Tam, Vinny 3/30/2021 FALSE FALSE
Not Applicable 62,000 District 1 12/22/2020 FALSE FALSE 30 District 4 Barron, Alina 3/15/2021 FALSE FALSE
Not Applicable 4,000 District 5 Lara, Lynda 4/7/2021 FALSE FALSE Not Applicable Not Applicable District 5 5/5/2021 FALSE FALSE Not Applicable Not Applicable District 1 5/7/2021 FALSE FALSE 38 District 6 Im, Eunice 1/7/2021 FALSE FALSE
73 District 6 Barron, Alina 2/3/2021 FALSE FALSE
227 District 5 5/5/2021 FALSE FALSE
Not Applicable District 6 Astorga-Rios, Jesus 1/13/2021 3/11/2021 FALSE FALSE Not Applicable District 5 Molina, Carlos 2/9/2021 FALSE FALSE Not Applicable District 3 3/25/2021 FALSE FALSE
Not Applicable District 5 5/5/2021 FALSE FALSE
Not Applicable District 6 6/28/2021 FALSE FALSE
Not Applicable 4,000 District 6 7/8/2021 FALSE FALSE
63 2,200 District 2 Jimenez, Alejandra 5/26/2021 11/22/2021 FALSE FALSE 25 8,000 District 2 6/24/2021 12/21/2021 FALSE FALSE
63 2,200 District 2 Jimenez, Alejandra 5/26/2021 FALSE FALSE 95 District 1 5/26/2021 FALSE FALSE
80 District 1 6/15/2021 FALSE FALSE
Description
Major Wireless Permit for an unmanned wireless telecommunication facility, MCE design, generator, block wall within 336 sq. ft. of lease area. 9 unit condos
Subdivision of Two Parcels: Restaurant & Hotel **expedited processing** Proposed subdivision for condominium purposed, 6 lots proposed. 6 Unit, 2 story condominiums. Associated with CUP 7985-2017 A pre-application for a proposed development that includes 2 existing detached units with proposed additions(500 sf) and five new units (3/4 bdr) with two car garages. Planning Division staff has reviewed the application for compliance with Pomona Zoning Code Ordinance.

Proposal to construct a drive-thru only Starbucks location.

CUP for proposed development that includes 2 existing detached units with proposed additions(500 sf) and five new units (3/4 bdr) with two car garages. Associated with PREAPP-13480-2020.

Conditional Use Permit to establish a public facing service and maintenance facility (changing from non-public facing servie and maintenance facility). Operator: Tesla Auto New 8,400 sqft prefabricated netal building on an industrial lot over one acre.

Proposed 8-units multi-family with attached 2-car garage.

Conditional Use Permit for the construction of a new, three-story multi-unit housing project consisting of 53 units, totaling 65,698 sf. CUP is being triggered as proposed project is greater than 10 housing units in a multi-family zone. Includes: -Demolish existing 4-story multi-unit housing project and 2-story multi-unit housing project, totaling 81,538 sf and 105 units. (24 existing units, Bldg. K; 81 existing units Bldg. D) -Construct new subterranean parking garage under new building, totaling 18,870 sf. -Remodel existing landscaping adjacent to the new building including new activity plaza just north of new building with landscaping, patios, and pavilion shade structure. -Construct a new covered pedestrian bridge from the second floor of the new building to the exterior ground floor level of the existing Dining Hall/Activity Building. -Modify existing fire department access with new fire lane extension at west side of new building. -Relocate underground utilities as required for building construction and install a new below grade storm water infiltration system.

Construction of a detached building that will be approximately 3080 square feet in size. All exterior materials and finishes will match the main building. The building will be used as a food bank. Pre-packaged food will be given to people who arrive on site. No food preparation will occur. (expanding under 20% not triggering DPR, CUP is to establish public assembly use).

Proposal: Replace (6) antennas, removing (3a) RRU's, adding (6) RRU's, removing (1) equipment cabiney, adding (2) battery cabinets with ancillary equipment, adding ancillary equipment inside an exisiting equipment canbinet, and adding (2) hybrid cables.

Hillside development of a vacant 2.69 acre site with two, 2-story single family structures as well as associated improvements including, 16’ tall retaining walls, utilities, and new drive entries. Existing lot will be subdivided into two lots total. CUP Required to review the project’s compliance with the Hillside Ordinance. Original proposal consisted of construction of four new duplex buildings, total of eight units. 8 lots proposed. Project was previously assigned to Debbie Drasler and Gustavo Gonzalez. Hand off to Vinny Tam on 3/1/21.

Two duplexes being developed within the S-overlay, R-2 residental zoning district at 1174 W. Grand Ave.

Convenience recycling center in a convenience zone at 3240 N. Garey Ave.

Off-sale alcohol (type 41) for the property located at 269 N. Park. Associated with SPA 16021-2021. proposal: Install (3) panel antennas, install (1) hybrid cable, remove (1) equipment cabinet, install (1) equipment cabinet and (1) battery cabinet, and install (3) pipe mounts.

Development Plan Review for the development of 73 new (N) three-story attached residential units (for-sale). Unit sizes range from 1210-1802 SF, 2-3 BR, Total Gross Floor Area of 110,466 SF.

Two (2) two-story multi-unit structures ("duplexes") on a vacant lot. Front duplex is 2,106sf with 402sf & 4076sf two-car garage; rear duplex is 2,498sf with two 396sf two-car garages.

Proposal: Development of 75 residential apartment homes for families and artists including 31 one-bedroom units, 27 two-bedroom units, and 21 three-bedroom units in one L-shaped building. Of the proposed residential units, 74 units affordable to households earning less than 60% of the area median income along with one exempt manager's unit. The building includes 15 unique live-work artists' lofts on the ground floor, and 20 units in the double loaded corridor configuration on floor levels 2, 3, and 4. The live-work units on the ground floor range in size from 642-1, 498 square feet. Floor levels 2, 3, and 4, each contain four one-bedroom units (1,095SF). A total of 62 parking stalls are proposed for a total ratio of 0.83 spaces per unit.

Major Site Development Permit to phase the development of the mixed use portion of the project (apartment units) for 55 Rancho Camino Hillside development of a vacant 2.69 acre site with two, 2-story single family structures as well as associated improvements including, 16’ tall retaining walls, utilities, and new drive entries. Existing lot will be subdivided into two lots total. TPM required to subdivide the subject lot into two lots. Original proposal consisted of construction of four new duplex buildings, total of eight units. 8 lots proposed. Project was previously assigned to Debbie Drasler and Gustavo Gonzalez. Hand off to Vinny Tam on 3/1/21.

Proposal to construct a state-of-the-art 62,000 SF, Type lll-B, S-1 speculative warehouse with future "B" occupancy office. Provide site improvements such as parking, landscaping, and fencing as required.

Pre-app for proposed 30-unit apartment complex.

Proposed: Development of a commercially-zoned vacant parcel of land within the Pomona Ranch Plaza commercial and shopping center development. The project will include the clearing and grading of the vacant parcel, the construction of a large convenience store building (approx. between 3,500-4,000 SF in size), the construction of a large gas canopy and fuel islands, between 6-8 fuel dispensers, and a drive thru car wash building. The project will also include the installation of landscaping, lighting, paving, signage, and other typical site improvements associated with an new development project. The project will also include a request for 24/7 operations and the sale of beer and wine through a Type-20 ABC license approval.

Adoption of new specific plan for development of 227 residential units. Associated with TRACTMAP 15999-2021, ZONE 16002-2021. CEQA fees paid through ENV 16006-2021.

Specific Plan amendment to allow for neighborhood markets and off-sale alcohol within the R-MF district of the Downtown Pomona Specific Plan.

Tentative Tract Map for condominium purposes in association with the development of 38 detached residential units as well as on-site and off-site improvements including streets, curbs, gutters, sidewalks, sewer, water, storm drain, and landscaping. Note: The project is subject to SB330 and will not require a change of zone. See ENV-015271-2021 Subdivision for Condominium Purposes (division of air space only) for the development of 73 new (N) three-story attached residential units (for-sale). Unit sizes range from 1210-1802 SF, 2-3 BR, Total Gross Floor Area of 110,466 SF. SUPERVISOR'S NOTE: The Parcel entered is associated with 2771 N. Garey. Technically, the proposed project is located on "PARCEL B" of Parcel Map No. 74582. Please see Exhibit A -- Legal Description of Title Report in Case File. APN associated with Parcel B is 8371-011-052, and is indicated in the Application Form. Not officially registered in EnerGOV system. Assigned Planner should coordinate with Public Works on resolving this.

Tentative tract map for the subdivision of a 120.6-acre parcel into 25 lots to develop 227 residential units. Associtated with ZONE 16002-2021 and SPA 16003-2021. CEQA paid through ENV 16006-2021.

Modification to an existing wireless communication facility. Remove (5) antennas and (1) cabinet. Install (6) antennas, (9) RRUs, and (1) 19" rack. Sheet T1.0 of the construction drawings for a detailed scope of work.

Relocation of sector to reduce signal interferece due to property owner renovation on rooftop (location of cell machinery). attaching new AT&T equipment to an existing monopine. Pole extension will not exceed 20' as approved by the FCC. This project is compliant with the FCC's 6409 EFR submittal process which is deemed to be administrative and should not require a radius map Change of zone from PRD and O to new specific plan to develop 227 residential units. Associated with TRACTMAP-15999-2021 and SPA 16003-2021. CEQA fees paid through ENV 16006-2021.

Expansion of existing child day care center at 680 E Arrow Hwy 4,000 SF addition to the existing Casa Colina campus. The addition is to be located between the outpatient building and the hospital, at the far west side of the campus. 63 apartment units separated into eleven two-story and three-story buildings on 2.85 acres and a 2,200 square-foot corner commercial building with a driveway, patio and parking.

DPR for the masonic temple conversion into apartments and restaurant. 25 studio apartments. 8,000 sf bar and event space. 63 apartment units separated into eleven two-story and three-story buildings on 2.85 acres and a 2,200 square-foot corner commercial building with a driveway, patio and parking, separated into 2 lots.

Development plan review for mixed use development including 95 residential units and commercial spaces, 6 stories tall; at 980 corporate center drive.

Construction of two (2) new buildings, 40 units each (80 units total). Buildings to be three (3stories), totaling 50,562 SF. 100% affordable housing.

APPENDIX E

QUEUEING ANALYSIS

WORKSHEETS
Queues
2: Rio Rancho Road & Lone Ridge Road 01/07/2022
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX AM Synchro 11 Report Kimley-Horn Page 1
Lane Group EBL EBT WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 78 28 9 57 13 402 14 195 491
v/c Ratio 0.27 0.08 0.03 0.14 0.06 0.32 0.02 0.33 0.21
Control Delay 16.6 9.4 14.2 2.4 18.1 11.5 0.1 15.6 5.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.6 9.4 14.2 2.4 18.1 11.5 0.1 15.6 5.5
Queue Length 50th (ft) 14 1 2 0 2 35 0 18 21
Queue Length 95th (ft) 45 16 10 8 15 73 0 45 74
Internal Link Dist (ft) 134 130 504 130
Turn Bay Length (ft) 70 160 190
Base Capacity (vph) 1199 1298 1141 1259 893 3217 1441 2040 3278 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.07 0.02 0.01 0.05 0.01 0.12 0.01 0.10 0.15 Intersection Summary
Queues
2: Rio Rancho Road & Lone Ridge Road 01/07/2022
Pomona Gas Station TIA 1:58 pm 07/19/2021 EX PM Synchro 11 Report Kimley-Horn Page 1
Lane Group EBL EBT WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 86 35 28 202 37 799 26 375 639
v/c Ratio 0.42 0.12 0.12 0.48 0.21 0.63 0.04 0.57 0.32
Control Delay 31.4 16.3 25.3 9.0 31.4 18.0 1.1 25.2 7.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.4 16.3 25.3 9.0 31.4 18.0 1.1 25.2 7.3
Queue Length 50th (ft) 26 4 8 0 11 108 0 56 33
Queue Length 95th (ft) 78 28 33 48 43 208 3 122 116
Internal Link Dist (ft) 134 130 504 130
Turn Bay Length (ft) 70 160 190
Base Capacity (vph) 700 921 806 939 580 2458 1116 1324 2636 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.12 0.04 0.03 0.22 0.06 0.33 0.02 0.28 0.24 Intersection Summary
Queues
2: Rio Rancho Road & Lone Ridge Road 01/07/2022
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY AM Synchro 11 Report Kimley-Horn Page 1
Lane Group EBL EBT WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 73 25 8 54 12 387 13 182 530
v/c Ratio 0.26 0.07 0.03 0.13 0.06 0.31 0.02 0.32 0.23
Control Delay 16.1 9.2 13.8 2.1 18.1 11.6 0.1 15.8 5.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.1 9.2 13.8 2.1 18.1 11.6 0.1 15.8 5.9
Queue Length 50th (ft) 13 1 1 0 2 34 0 17 24
Queue Length 95th (ft) 44 15 10 8 15 74 0 44 86
Internal Link Dist (ft) 134 130 504 130
Turn Bay Length (ft) 70 160 190
Base Capacity (vph) 1057 1268 1159 1233 877 3217 1442 1998 3285 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.07 0.02 0.01 0.04 0.01 0.12 0.01 0.09 0.16 Intersection Summary
Queues
2: Rio Rancho Road & Lone Ridge Road 01/07/2022
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY PM Synchro 11 Report Kimley-Horn Page 1
Lane Group EBL EBT WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 81 37 25 189 35 817 24 351 612
v/c Ratio 0.40 0.13 0.11 0.47 0.20 0.64 0.04 0.55 0.31
Control Delay 30.6 15.5 25.0 9.0 30.7 17.5 0.7 24.9 7.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 30.6 15.5 25.0 9.0 30.7 17.5 0.7 24.9 7.1
Queue Length 50th (ft) 24 4 7 0 11 108 0 51 31
Queue Length 95th (ft) 76 30 31 52 43 216 3 118 113
Internal Link Dist (ft) 134 130 504 130
Turn Bay Length (ft) 70 160 190
Base Capacity (vph) 712 929 815 945 588 2495 1131 1344 2672 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.11 0.04 0.03 0.20 0.06 0.33 0.02 0.26 0.23 Intersection Summary
Queues
2: Rio Rancho Road & Lone Ridge Road 01/07/2022
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP AM Synchro 11 Report Kimley-Horn Page 1
Lane Group EBL EBT WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 73 30 76 54 12 389 26 295 480
v/c Ratio 0.29 0.08 0.27 0.13 0.06 0.38 0.05 0.45 0.23
Control Delay 18.9 10.6 18.4 2.1 20.5 14.3 1.9 17.3 6.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 18.9 10.6 18.4 2.1 20.5 14.3 1.9 17.3 6.3
Queue Length 50th (ft) 14 2 15 0 3 38 0 29 23
Queue Length 95th (ft) 49 19 50 8 16 83 6 70 80
Internal Link Dist (ft) 134 130 504 130
Turn Bay Length (ft) 70 160 190
Base Capacity (vph) 909 1234 984 1180 842 3091 1388 1908 3217 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.08 0.02 0.08 0.05 0.01 0.13 0.02 0.15 0.15 Intersection Summary
Queues
2: Rio Rancho Road & Lone Ridge Road 01/07/2022
Pomona Gas Station TIA 1:58 pm 07/19/2021 OY WP PM Synchro 11 Report Kimley-Horn Page 1
Lane Group EBL EBT WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 81 37 97 189 35 824 38 478 562
v/c Ratio 0.41 0.13 0.44 0.46 0.22 0.66 0.06 0.65 0.27
Control Delay 34.3 18.7 34.6 9.1 36.2 20.8 2.7 27.9 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 34.3 18.7 34.6 9.1 36.2 20.8 2.7 27.9 7.0
Queue Length 50th (ft) 28 6 33 0 12 132 0 82 32
Queue Length 95th (ft) 85 34 96 55 48 257 11 171 108
Internal Link Dist (ft) 134 130 504 130
Turn Bay Length (ft) 70 160 190
Base Capacity (vph) 590 840 651 857 520 2206 1007 1189 2454 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.14 0.04 0.15 0.22 0.07 0.37 0.04 0.40 0.23 Intersection Summary

APPENDIX F

ARRIVAL AND DEPARTURE

COUNT WORKSHEETS
Pomona - Sonic Drive-In
Location: 40 Rio Rancho Rd, Pomona, CA 91766
Demand and duration count
Date: 12/16/2021
11:00 AM - 1:00 PM
Kiosk Parking Spots Drive-Thru Site Total
Arrival Time Departure Time Duration Arrival Time Departure Time Duration Time Arrival Departure Total ? ? 11:00:28 AM 11:05:30 AM 0:05:02 11:00:00 AM 1
11:13:44 AM 11:34:38 AM 0:20:54 11:01:24 AM 11:07:09 AM 0:05:45 11:01:00 AM 1 2 11:21:43 AM 11:24:24 AM 0:02:41 11:19:55 AM 11:25:24 AM 0:05:29 11:02:00 AM 1 3 11:34:28 AM 11:51:46 AM 0:17:18 11:26:06 AM 11:30:01 AM 0:03:55 11:03:00 AM 3 11:54:08 AM 11:56:19 AM 0:02:11 11:32:00 AM 11:37:55 AM 0:05:55 11:04:00 AM 3 11:58:45 AM 12:04:59 PM 0:06:14 11:32:04 AM 11:43:52 AM 0:11:48 11:05:00 AM 3 11:58:51 AM ? 11:39:58 AM 11:48:05 AM 0:08:07 11:06:00 AM 1 2 11:58:57 AM 12:29:15 PM 0:30:18 11:40:12 AM 11:52:37 AM 0:12:25 11:07:00 AM 2 12:06:18 PM 12:14:10 PM 0:07:52 11:47:02 AM 11:56:28 AM 0:09:26 11:08:00 AM 1 1 12:08:07 PM 12:16:13 PM 0:08:06 11:55:52 AM 12:05:10 PM 0:09:18 11:09:00 AM 1 12:14:51 PM 12:16:42 PM 0:01:51 11:59:04 AM 12:09:20 PM 0:10:16 11:10:00 AM 1 12:22:58 PM 12:27:30 PM 0:04:32 12:00:25 PM 12:12:21 PM 0:11:56 11:11:00 AM 1 12:23:28 PM 12:32:34 PM 0:09:06 12:01:43 PM 12:13:23 PM 0:11:40 11:12:00 AM 1 12:34:34 PM 12:38:08 PM 0:03:34 12:05:44 PM 12:18:05 PM 0:12:21 11:13:00 AM 1 12:35:22 PM 12:37:55 PM 0:02:33 12:09:09 PM 12:19:25 PM 0:10:16 11:14:00 AM 1 2 12:38:33 PM 12:45:18 PM 0:06:45 12:10:12 PM 12:20:30 PM 0:10:18 11:15:00 AM 2 12:44:51 PM 12:55:50 PM 0:10:59 12:15:15 PM 12:25:17 PM 0:10:02 11:16:00 AM 2 12:47:43 PM 12:52:37 PM 0:04:54 12:19:12 PM 12:28:22 PM 0:09:10 11:17:00 AM 2 12:19:50 PM 12:32:08 PM 0:12:18 11:18:00 AM 2
Employee 12:22:24 PM 12:35:41 PM 0:13:17 11:19:00 AM 2
12:24:10 PM 12:38:16 PM 0:14:06 11:20:00 AM 1 3
12:25:07 PM 12:39:32 PM 0:14:25 11:21:00 AM 3
12:26:19 PM 12:40:49 PM 0:14:30 11:22:00 AM 1 4
12:39:23 PM 12:48:08 PM 0:08:45 11:23:00 AM 4
12:40:20 PM 12:49:45 PM 0:09:25 11:24:00 AM 4
12:41:13 PM 12:51:08 PM 0:09:55 11:25:00 AM 1 3
12:51:03 PM 12:56:27 PM 0:05:24 11:26:00 AM 1 2
11:27:00 AM 1 3
11:28:00 AM 3
11:29:00 AM 3
11:30:00 AM 3
11:31:00 AM 1 2
11:32:00 AM 2
11:33:00 AM 2 4
11:34:00 AM 4
11:35:00 AM 1 1 4
11:36:00 AM 4
11:37:00 AM 4
Counts Unlimited, Inc.
25286 Jaclyn Avenue
Moreno Valley, CA 92557
951-485-7934
Location: 40 Rio Rancho Rd, Pomona, CA 91766
Demand and duration count
Date: 12/16/2021
11:00 AM - 1:00 PM
Kiosk Parking Spots Drive-Thru Site Total
11:38:00 AM 1 3
11:39:00 AM 3
11:40:00 AM 1 4
11:41:00 AM 1 5
11:42:00 AM 5
11:43:00 AM 5
11:44:00 AM 1 4
11:45:00 AM 4
11:46:00 AM 4
11:47:00 AM 4
11:48:00 AM 1 5
11:49:00 AM 1 4
11:50:00 AM 4
11:51:00 AM 4
11:52:00 AM 1 3
11:53:00 AM 1 2
11:54:00 AM 2
11:55:00 AM 1 3
11:56:00 AM 1 4
11:57:00 AM 2 2
11:58:00 AM 2
11:59:00 AM 3 5
12:00:00 PM 1 6
12:01:00 PM 1 7
12:02:00 PM 1 8
12:03:00 PM 8
12:04:00 PM 8
12:05:00 PM 1 7
12:06:00 PM 1 1 7
12:07:00 PM 1 8
12:08:00 PM 8
12:09:00 PM 1 9
12:10:00 PM 1 1 9
12:11:00 PM 1 10
12:12:00 PM 10
12:13:00 PM 1 9
12:14:00 PM 1 8
12:15:00 PM 1 1 8
12:16:00 PM 1 9
12:17:00 PM 2 7
Counts Unlimited, Inc.
25286 Jaclyn Avenue
Moreno Valley, CA 92557
951-485-7934
Location: 40 Rio Rancho Rd, Pomona, CA 91766
Demand and duration count
Date: 12/16/2021
11:00 AM - 1:00 PM
Kiosk Parking Spots Drive-Thru Site Total
12:18:00 PM 7
12:19:00 PM 1 6
12:20:00 PM 2 1 7
12:21:00 PM 1 6
12:22:00 PM 6
12:23:00 PM 2 8
12:24:00 PM 1 9
12:25:00 PM 1 10
12:26:00 PM 1 1 10
12:27:00 PM 1 11
12:28:00 PM 1 10
12:29:00 PM 1 9
12:30:00 PM 1 8
12:31:00 PM 8
12:32:00 PM 8
12:33:00 PM 2 6
12:34:00 PM 6
12:35:00 PM 1 7
12:36:00 PM 1 1 7
12:37:00 PM 7
12:38:00 PM 1 6
12:39:00 PM 1 2 5
12:40:00 PM 1 1 5
12:41:00 PM 1 1 5
12:42:00 PM 1 6
12:43:00 PM 6
12:44:00 PM 6
12:45:00 PM 1 7
12:46:00 PM 1 6
12:47:00 PM 6
12:48:00 PM 1 7
12:49:00 PM 1 6
12:50:00 PM 1 5
12:51:00 PM 5
12:52:00 PM 1 1 5
12:53:00 PM 1 4
12:54:00 PM 4
12:55:00 PM 4
12:56:00 PM 1 3
12:57:00 PM 1 2
Counts Unlimited, Inc.
25286 Jaclyn Avenue
Moreno Valley, CA 92557
951-485-7934
Location: 40 Rio Rancho Rd, Pomona, CA 91766
Demand and duration count
Date: 12/16/2021
11:00 AM - 1:00 PM
Kiosk Parking Spots Drive-Thru Site Total
12:58:00 PM 2
12:59:00 PM 2
1:00:00 PM 2
Counts Unlimited, Inc.
25286 Jaclyn Avenue
Moreno Valley, CA 92557
951-485-7934
Pomona - Sonic Drive-In
Location: 40 Rio Rancho Rd, Pomona, CA 91766
Demand and duration count
Date: 12/16/2021
4:00 PM - 6:00 PM
Kiosk Parking Spots Drive-Thru Site Total
Arrival Time Departure Time Duration Arrival Time Departure Time Duration Time Arrival Departure Total ? ? 3:59:03 PM 4:11:22 PM 0:12:19 4:00:00 PM 3 9
? ? 3:59:31 PM 4:14:47 PM 0:15:16 4:01:00 PM 9
? 4:06:13 PM 4:01:25 PM 4:17:19 PM 0:15:54 4:02:00 PM 1 10 ? 4:16:51 PM 4:05:18 PM 4:20:10 PM 0:14:52 4:03:00 PM 10 ? 4:18:06 PM 4:06:31 PM 4:21:39 PM 0:15:08 4:04:00 PM 10 ? 5:16:17 PM 4:14:31 PM 4:22:05 PM 0:07:34 4:05:00 PM 10 3:56:50 PM 4:18:22 PM 0:21:32 4:24:15 PM 4:37:30 PM 0:13:15 4:06:00 PM 2 12 4:05:13 PM 4:23:59 PM 0:18:46 4:27:52 PM 4:39:17 PM 0:11:25 4:07:00 PM 1 1 12 4:08:27 PM 4:17:55 PM 0:09:28 4:29:43 PM 4:40:31 PM 0:10:48 4:08:00 PM 12 4:14:10 PM 4:14:27 PM 0:00:17 4:39:36 PM 4:44:08 PM 0:04:32 4:09:00 PM 1 13 4:15:03 PM 4:32:34 PM 0:17:31 4:43:51 PM 4:52:39 PM 0:08:48 4:10:00 PM 13 4:19:19 PM 4:36:05 PM 0:16:46 4:43:58 PM 4:57:20 PM 0:13:22 4:11:00 PM 13 4:35:42 PM 4:49:42 PM 0:14:00 4:53:53 PM 4:57:54 PM 0:04:01 4:12:00 PM 1 12 4:49:25 PM 4:52:19 PM 0:02:54 4:54:04 PM 5:02:44 PM 0:08:40 4:14:00 PM 12 4:55:38 PM 5:01:32 PM 23:51:48 5:09:59 PM 5:19:09 PM 0:09:10 4:15:00 PM 2 2 12 5:02:33 PM 5:30:46 PM 0:28:13 5:10:49 PM 5:20:33 PM 0:09:44 4:16:00 PM 1 13 5:05:56 PM 5:08:39 PM 0:02:43 5:18:25 PM 5:30:21 PM 0:11:56 4:17:00 PM 1 12 5:06:17 PM 5:09:53 PM 0:03:36 5:29:59 PM 5:34:51 PM 0:04:52 4:18:00 PM 2 10 5:11:22 PM ? 5:31:18 PM 5:38:53 PM 0:07:35 4:19:00 PM 2 8 5:13:37 PM 5:44:35 PM 0:30:58 5:43:17 PM 5:49:10 PM 0:05:53 4:20:00 PM 1 9 5:14:40 PM 5:22:57 PM 0:08:17 5:49:15 PM 5:55:51 PM 0:06:36 4:21:00 PM 1 8 5:15:16 PM 5:17:58 PM 0:02:42 4:22:00 PM 1 7
5:21:22 PM 5:33:56 PM 0:12:34 4:23:00 PM 1 6
5:22:47 PM 5:40:08 PM 0:17:21 4:24:00 PM 1 5
5:23:07 PM 5:32:25 PM 0:09:18 4:25:00 PM 1 6
5:48:28 PM 5:48:45 PM 0:00:17 4:26:00 PM 6
5:49:54 PM 5:51:41 PM 0:01:47 4:27:00 PM 6
5:56:09 PM ? 4:28:00 PM 1 7
4:29:00 PM 7
Employee 4:30:00 PM 1 8
4:31:00 PM 8
4:32:00 PM 8
4:33:00 PM 1 7
4:34:00 PM 7
4:35:00 PM 7
4:36:00 PM 1 8
4:37:00 PM 1 7
4:38:00 PM 1 6
Counts Unlimited, Inc.
25286 Jaclyn Avenue
Moreno Valley, CA 92557
951-485-7934
Location: 40 Rio Rancho Rd, Pomona, CA 91766
Demand and duration count
Date: 12/16/2021
4:00 PM - 6:00 PM
Kiosk Parking Spots Drive-Thru Site Total
4:39:00 PM 6
4:40:00 PM 1 1 6
4:41:00 PM 1 5
4:42:00 PM 5
4:43:00 PM 5
4:44:00 PM 2 7
4:45:00 PM 1 6
4:46:00 PM 6
4:47:00 PM 6
4:48:00 PM 6
4:49:00 PM 6
4:50:00 PM 1 1 6
4:51:00 PM 6
4:52:00 PM 6
4:53:00 PM 2 4
4:54:00 PM 1 5
4:55:00 PM 1 6
4:56:00 PM 1 7
4:57:00 PM 7
4:58:00 PM 2 5
4:59:00 PM 5
5:00:00 PM 5
5:01:00 PM 5
5:02:00 PM 1 4
5:03:00 PM 1 1 4
5:04:00 PM 4
5:05:00 PM 4
5:06:00 PM 1 5
5:07:00 PM 1 6
5:08:00 PM 6
5:09:00 PM 1 5
5:10:00 PM 1 1 5
5:11:00 PM 1 6
5:12:00 PM 1 7
5:13:00 PM 7
5:14:00 PM 1 8
5:15:00 PM 1 9
5:16:00 PM 1 10
5:17:00 PM 1 9
5:18:00 PM 1 8
Counts Unlimited, Inc.
25286 Jaclyn Avenue
Moreno Valley, CA 92557
951-485-7934
Location: 40 Rio Rancho Rd, Pomona, CA 91766
Demand and duration count
Date: 12/16/2021
4:00 PM - 6:00 PM
Kiosk Parking Spots Drive-Thru Site Total
5:19:00 PM 1 9
5:20:00 PM 1 8
5:21:00 PM 1 7
5:22:00 PM 1 8
5:23:00 PM 1 1 8
5:24:00 PM 1 9
5:25:00 PM 9
5:26:00 PM 9
5:27:00 PM 9
5:28:00 PM 9
5:29:00 PM 9
5:30:00 PM 1 10
5:31:00 PM 2 8
5:32:00 PM 1 9
5:33:00 PM 1 8
5:34:00 PM 1 7
5:35:00 PM 1 6
5:36:00 PM 6
5:37:00 PM 6
5:38:00 PM 6
5:39:00 PM 1 5
5:40:00 PM 5
5:41:00 PM 1 4
5:42:00 PM 4
5:43:00 PM 4
5:44:00 PM 1 5
5:45:00 PM 1 4
5:46:00 PM 4
5:47:00 PM 4
5:48:00 PM 4
5:49:00 PM 1 1 4
5:50:00 PM 2 1 5
5:51:00 PM 5
5:52:00 PM 1 4
5:53:00 PM 4
5:54:00 PM 4
5:55:00 PM 4
5:56:00 PM 1 3
5:57:00 PM 1 4
5:58:00 PM 4
Counts Unlimited, Inc.
25286 Jaclyn Avenue
Moreno Valley, CA 92557
951-485-7934
Location: 40 Rio Rancho Rd, Pomona, CA 91766
Demand and duration count
Date: 12/16/2021
4:00 PM - 6:00 PM
Kiosk Parking Spots Drive-Thru Site Total
5:59:00 PM 4
6:00:00 PM 4
Counts Unlimited, Inc.
25286 Jaclyn Avenue
Moreno Valley, CA 92557
951-485-7934

CITY OF POMONA PLANNING DIVISION

NOTICE OF PUBLIC HEARING

Time & Date: Planning Commission Meeting, Wednesday, September 14, 2022 at 7:00 p.m.

Location: City Council Chambers, 505 S. Garey Avenue, Pomona CA 91766 (in-person meeting)

Questions: Lynda Ramos, Associate Planner (909) 620-2439 [email protected]

Written Comments: May be submitted to [email protected], by 6:00 p.m. the day of the hearing. Comments must be limited to 200 w ords. Please title your email “ PC Public Co mment 9-14-2022”.

Comments received via email will be made a part of the official record of the meeting.

The staff report on this matter will be available no later than September 8, 2022 on the City of Pomona website, which may be accessed at https://pomona.legistar.com/Calendar.aspx or by emailing the case planner, Lynda Ramos at [email protected].

PLEASE NOTE: If you challenge this matte r in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City of Pomona, Planning Division at, or prior to, the public hearing.

Para Informacion en Espa ñol, llame (909)
620-2439.

A request to develop a 2.31 acre site with a convenience store in conjunction with a new gas station, restaurant with a drive -thru, a driv e-thru carwash and an office building as well as associated on-site improvements including utilities, landscaping, parking, trash enclosure and lighting. In addition, the applicant has concurrently submitted an application for a Conditional Use Permit to a llow the sale of alcoholic beverages (On -Sale General – Eating Place – Type 47 ABC License) for on -site consumption in conjunction with a new restaurant , and an application for a Conditional Use Permit to allow the sale of alcoholic beverages (Off-Sale Beer & Wine – Type 20 ABC License) for off -site consumption in conjunction with a new convenience store. The overall project will require the approval of four Conditional Use Permits and a Major Site Development Permit. The property is located in the Regional Activity Center (R-C) Segment of the Phillips Ranch Specific Plan.

Applicant Karl Huy
Location 42 Rio Rancho Road
Hearing Body Planning Commission
Case File(s) MAJSDP 16973-2021, CUP 16969-2021, CUP 16970-2021, CUP 16972-2021 and CUP 17042-2021.

Environmental Determination
The City of Pomona, as lead agency, has conducted an environmental review on the proposed project per the California Environmental Quality Act (CEQA). Pursuant to the provisions of CEQA (Public Resources Code, Section 21084 et. seq.), the guidelines include a list of classes of projects which have been determined not to have a significant effect on the environment and which shall, therefore, be exempt from the provisions of CEQA. The Planning Commission will consider ad opting an Exemption in compliance with Section 15183 - Projects Consistent with a Community Plan General Plan or Zoning for which an EIR was certified shall not require additional review.

PROPOSED PROJECT

PUBLIC HEARING INFORMATION
This is not a citation (Esto no es una citación). Para Información en Español, llame (909) 620-2439.

If you are receiving this notice, your property is located directly across or adjacent to the proposed project.

DECLARATION OF MAILING

I, Miroslava PourSanae, say that on the 1st of September, 2022 a copy of the notice attached hereto was mailed to each of the persons whose name and address appears on the attached list. Said mailing was done at Pomona City Hall , Planning Division, located at 505 South Garey Avenue, Pomona, California.

Address: 42 Rio Rancho Road

Project: MAJSDP 16973-2021, CUP 16969-2021, CUP 16970 -2021, CUP 16972-2021 and CUP 17042-2021

Meeting Date: September 14, 2022

I declare, under penalty of perjury, that the foregoing is true and correct.

____________________________________________
Executed at Pomona, California on September 1, 2022

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