Tracy City Council
January 16, 2024

0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Parking Lot 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 Total 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00

4.3. Area Emissions by Source

4.3.2. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Consumer
Products

1.37 — — — — — — — — — — — — —
Landscape
Equipment

0.92 0.05 5.58 < 0.005 0.01 — 0.01 0.01 — 0.01 22.9 < 0.005 < 0.005 23.0 Total 2.28 0.05 5.58 < 0.005 0.01 — 0.01 0.01 — 0.01 22.9 < 0.005 < 0.005 23.0 Tracy Recreational center Project Custom Report, 4/28/2023 46 / 72
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Consumer
Products

1.37 — — — — — — — — — — — — —
Total 1.37 — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Consumer
Products

0.25 — — — — — — — — — — — — —
Landscape
Equipment

0.08 < 0.005 0.50 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 1.87 < 0.005 < 0.005 1.88 Total 0.33 < 0.005 0.50 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 1.87 < 0.005 < 0.005 1.88

4.3.1. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Consumer
Products

1.37 — — — — — — — — — — — — —
Landscape
Equipment

0.92 0.05 5.58 < 0.005 0.01 — 0.01 0.01 — 0.01 22.9 < 0.005 < 0.005 23.0 Total 2.28 0.05 5.58 < 0.005 0.01 — 0.01 0.01 — 0.01 22.9 < 0.005 < 0.005 23.0 Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Consumer
Products

1.37 — — — — — — — — — — — — —
Total 1.37 — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Tracy Recreational center Project Custom Report, 4/28/2023 47 / 72
—————————————0.25Consumer
Products
Landscape
Equipment

0.08 < 0.005 0.50 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 1.87 < 0.005 < 0.005 1.88 Total 0.33 < 0.005 0.50 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 1.87 < 0.005 < 0.005 1.88

4.4. Water Emissions by Land Use

4.4.2. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — 26.2 < 0.005 < 0.005 26.4 Governmen
t
(Civic
Center)
— — — — — — — — — — 155 8.17 0.20 418
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Total — — — — — — — — — — 181 8.17 0.20 444
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — 26.2 < 0.005 < 0.005 26.4 Governmen
t
(Civic
Center)
— — — — — — — — — — 155 8.17 0.20 418
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Total — — — — — — — — — — 181 8.17 0.20 444
Annual — — — — — — — — — — — — — —
Tracy Recreational center Project Custom Report, 4/28/2023 48 / 72
City Park — — — — — — — — — — 4.33 < 0.005 < 0.005 4.38 Governmen
t
(Civic
Center)
— — — — — — — — — — 25.7 1.35 0.03 69.1
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Total — — — — — — — — — — 30.0 1.35 0.03 73.5

4.4.1. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — -42.0 -0.01 > -0.005 -42.4 Governmen
t
(Civic
Center)
— — — — — — — — — — 155 8.17 0.20 418
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Total — — — — — — — — — — 113 8.16 0.19 375
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — -42.0 -0.01 > -0.005 -42.4 Governmen
t
(Civic
Center)
— — — — — — — — — — 155 8.17 0.20 418
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Total — — — — — — — — — — 113 8.16 0.19 375
Annual — — — — — — — — — — — — — —
Tracy Recreational center Project Custom Report, 4/28/2023 49 / 72
City Park — — — — — — — — — — -6.95 > -0.005 > -0.005 -7.01 Governmen
t
(Civic
Center)
— — — — — — — — — — 25.7 1.35 0.03 69.1
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Total — — — — — — — — — — 18.7 1.35 0.03 62.1

4.5. Waste Emissions by Land Use

4.5.2. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — 0.46 0.05 0.00 1.61
Governmen
t
(Civic
Center)
— — — — — — — — — — 160 16.0 0.00 562
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Total — — — — — — — — — — 161 16.1 0.00 563
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — 0.46 0.05 0.00 1.61
Governmen
t
(Civic
Center)
— — — — — — — — — — 160 16.0 0.00 562
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Tracy Recreational center Project Custom Report, 4/28/2023 50 / 72
Total — — — — — — — — — — 161 16.1 0.00 563
Annual — — — — — — — — — — — — — —
City Park — — — — — — — — — — 0.08 0.01 0.00 0.27
Governmen
t
(Civic
Center)
— — — — — — — — — — 26.6 2.66 0.00 93.0
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Total — — — — — — — — — — 26.6 2.66 0.00 93.2

4.5.1. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — 0.46 0.05 0.00 1.61
Governmen
t
(Civic
Center)
— — — — — — — — — — 160 16.0 0.00 562
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Total — — — — — — — — — — 161 16.1 0.00 563
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — 0.46 0.05 0.00 1.61
Governmen
t
(Civic
Center)
— — — — — — — — — — 160 16.0 0.00 562
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Tracy Recreational center Project Custom Report, 4/28/2023 51 / 72
Total — — — — — — — — — — 161 16.1 0.00 563
Annual — — — — — — — — — — — — — —
City Park — — — — — — — — — — 0.08 0.01 0.00 0.27
Governmen
t
(Civic
Center)
— — — — — — — — — — 26.6 2.66 0.00 93.0
Parking Lot — — — — — — — — — — 0.00 0.00 0.00 0.00
Total — — — — — — — — — — 26.6 2.66 0.00 93.2

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — — — — 0.00
Governmen
t
(Civic
Center)
— — — — — — — — — — — — — 0.13
Total — — — — — — — — — — — — — 0.13
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — — — — 0.00
Governmen
t
(Civic
Center)
— — — — — — — — — — — — — 0.13
Tracy Recreational center Project Custom Report, 4/28/2023 52 / 72
Total — — — — — — — — — — — — — 0.13
Annual — — — — — — — — — — — — — —
City Park — — — — — — — — — — — — — 0.00
Governmen
t
(Civic
Center)
— — — — — — — — — — — — — 0.02
Total — — — — — — — — — — — — — 0.02

4.6.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — — — — 0.00
Governmen
t
(Civic
Center)
— — — — — — — — — — — — — 0.13
Total — — — — — — — — — — — — — 0.13
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
City Park — — — — — — — — — — — — — 0.00
Governmen
t
(Civic
Center)
— — — — — — — — — — — — — 0.13
Total — — — — — — — — — — — — — 0.13
Annual — — — — — — — — — — — — — —
City Park — — — — — — — — — — — — — 0.00
Tracy Recreational center Project Custom Report, 4/28/2023 53 / 72
Governmen
(Civic
Center)
— — — — — — — — — — — — — 0.02
Total — — — — — — — — — — — — — 0.02

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment
Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —

4.7.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment
Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Tracy Recreational center Project Custom Report, 4/28/2023 54 / 72
——————————————Daily,
Winter
(Max)
Total — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment
Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —

4.8.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment
Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Tracy Recreational center Project Custom Report, 4/28/2023 55 / 72
Total — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment
Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —

4.9.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipment
Type
ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Tracy Recreational center Project Custom Report, 4/28/2023 56 / 72
——————————————Daily,
Summer
(Max)
Total — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetation ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —

4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Tracy Recreational center Project Custom Report, 4/28/2023 57 / 72
Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
Sequestere
d
— — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
— — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
Tracy Recreational center Project Custom Report, 4/28/2023 58 / 72
——————————————Sequestere
d
Subtotal — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
— — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
Sequestere
d
— — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
— — — — — — — — — — — — — — —

4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetation ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Tracy Recreational center Project Custom Report, 4/28/2023 59 / 72

4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land Use ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — —

4.10.6. Avoided and Sequestered Emissions by Species - Mitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO2T CH4 N2O CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
Sequestere
d
— — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
— — — — — — — — — — — — — — —
Tracy Recreational center Project Custom Report, 4/28/2023 60 / 72
——————————————Daily,
Winter
(Max)
Avoided — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
Sequestere
d
— — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
— — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
Sequestere
d
— — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
Removed — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — —
— — — — — — — — — — — — — — —

5. Activity Data

5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Site Preparation Site Preparation 12/4/2023 1/5/2024 5.00 25.0 — Grading Grading 1/8/2024 2/16/2024 5.00 30.0 —
Building Construction Building Construction 2/19/2024 11/7/2025 5.00 450 — Tracy Recreational center Project Custom Report, 4/28/2023 61 / 72
Paving Paving 11/10/2025 11/28/2025 5.00 15.0 —
Architectural Coating Architectural Coating 1/27/2025 12/5/2025 5.00 225 —

5.2. Off-Road Equipment

5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Site Preparation Rubber Tired Dozers Diesel Tier 2 3.00 8.00 367 0.40 Site Preparation Tractors/Loaders/Backh
oes
Diesel Tier 2 4.00 8.00 84.0 0.37
Grading Graders Diesel Tier 2 1.00 8.00 148 0.41
Grading Excavators Diesel Tier 2 2.00 8.00 36.0 0.38
Grading Tractors/Loaders/Backh
oes
Diesel Tier 2 2.00 8.00 84.0 0.37
Grading Scrapers Diesel Tier 2 2.00 8.00 423 0.48
Grading Rubber Tired Dozers Diesel Tier 2 1.00 8.00 367 0.40 Building Construction Forklifts Diesel Tier 2 3.00 8.00 82.0 0.20 Building Construction Generator Sets Diesel Tier 2 1.00 8.00 14.0 0.74 Building Construction Cranes Diesel Tier 2 1.00 7.00 367 0.29 Building Construction Welders Diesel Tier 2 1.00 8.00 46.0 0.45 Building Construction Tractors/Loaders/Backh
oes
Diesel Tier 2 3.00 7.00 84.0 0.37
Paving Pavers Diesel Tier 2 2.00 8.00 81.0 0.42
Paving Paving Equipment Diesel Tier 2 2.00 8.00 89.0 0.36 Paving Rollers Diesel Tier 2 2.00 8.00 36.0 0.38
Architectural Coating Air Compressors Diesel Tier 2 1.00 6.00 37.0 0.48

5.2.2. Mitigated
Tracy Recreational center Project Custom Report, 4/28/2023 62 / 72
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Site Preparation Rubber Tired Dozers Diesel Tier 2 3.00 8.00 367 0.40 Site Preparation Tractors/Loaders/Backh
oes
Diesel Tier 2 4.00 8.00 84.0 0.37
Grading Graders Diesel Tier 2 1.00 8.00 148 0.41
Grading Excavators Diesel Tier 2 2.00 8.00 36.0 0.38
Grading Tractors/Loaders/Backh
oes
Diesel Tier 2 2.00 8.00 84.0 0.37
Grading Scrapers Diesel Tier 2 2.00 8.00 423 0.48
Grading Rubber Tired Dozers Diesel Tier 2 1.00 8.00 367 0.40 Building Construction Forklifts Diesel Tier 2 3.00 8.00 82.0 0.20 Building Construction Generator Sets Diesel Tier 2 1.00 8.00 14.0 0.74 Building Construction Cranes Diesel Tier 2 1.00 7.00 367 0.29 Building Construction Welders Diesel Tier 2 1.00 8.00 46.0 0.45 Building Construction Tractors/Loaders/Backh
oes
Diesel Tier 2 3.00 7.00 84.0 0.37
Paving Pavers Diesel Tier 2 2.00 8.00 81.0 0.42
Paving Paving Equipment Diesel Tier 2 2.00 8.00 89.0 0.36 Paving Rollers Diesel Tier 2 2.00 8.00 36.0 0.38
Architectural Coating Air Compressors Diesel Tier 2 1.00 6.00 37.0 0.48

5.3. Construction Vehicles

5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Site Preparation — — — —
Site Preparation Worker 17.5 11.9 LDA,LDT1,LDT2
Site Preparation Vendor — 9.10 HHDT,MHDT
Tracy Recreational center Project Custom Report, 4/28/2023 63 / 72
Site Preparation Hauling 0.00 20.0 HHDT
Site Preparation Onsite truck — — HHDT
Grading — — — —
Grading Worker 20.0 11.9 LDA,LDT1,LDT2
Grading Vendor — 9.10 HHDT,MHDT
Grading Hauling 63.3 20.0 HHDT
Grading Onsite truck — — HHDT
Building Construction — — — —
Building Construction Worker 48.6 11.9 LDA,LDT1,LDT2
Building Construction Vendor 21.0 9.10 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
Paving — — — —
Paving Worker 15.0 11.9 LDA,LDT1,LDT2
Paving Vendor — 9.10 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck — — HHDT
Architectural Coating — — — —
Architectural Coating Worker 9.73 11.9 LDA,LDT1,LDT2
Architectural Coating Vendor — 9.10 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck — — HHDT

5.3.2. Mitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Site Preparation — — — —
Site Preparation Worker 17.5 11.9 LDA,LDT1,LDT2
Tracy Recreational center Project Custom Report, 4/28/2023 64 / 72
Site Preparation Vendor — 9.10 HHDT,MHDT
Site Preparation Hauling 0.00 20.0 HHDT
Site Preparation Onsite truck — — HHDT
Grading — — — —
Grading Worker 20.0 11.9 LDA,LDT1,LDT2
Grading Vendor — 9.10 HHDT,MHDT
Grading Hauling 63.3 20.0 HHDT
Grading Onsite truck — — HHDT
Building Construction — — — —
Building Construction Worker 48.6 11.9 LDA,LDT1,LDT2
Building Construction Vendor 21.0 9.10 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
Paving — — — —
Paving Worker 15.0 11.9 LDA,LDT1,LDT2
Paving Vendor — 9.10 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck — — HHDT
Architectural Coating — — — —
Architectural Coating Worker 9.73 11.9 LDA,LDT1,LDT2
Architectural Coating Vendor — 9.10 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck — — HHDT

5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies
Non-applicable. No control strategies activated by user.

Tracy Recreational center Project Custom Report, 4/28/2023 65 / 72

5.5. Architectural Coatings
Phase Name Residential Interior Area Coated
(sq ft)
Residential Exterior Area Coated
(sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (Cubic Y ards) Material Exported (Cubic Y ards) Acres Graded (acres) Material Demolished (sq. ft.) Acres Paved (acres) Site Preparation 0.00 0.00 37.5 0.00 —
Grading 0.00 15,200 90.0 0.00 —
Paving 0.00 0.00 0.00 0.00 1.50

5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 2 61% 61%

5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
City Park 0.00 0%
Government (Civic Center) 0.00 0%
Parking Lot 1.50 100%

5.8. Construction Electricity Consumption and Emissions Factors kWh per Y ear and Emission Factor (lb/MWh)
Y ear kWh per Y ear CO2 CH4 N2O
2023 0.00 204 0.03 < 0.005
Tracy Recreational center Project Custom Report, 4/28/2023 66 / 72
2024 0.00 204 0.03 < 0.005
2025 0.00 204 0.03 < 0.005

5.9. Operational Mobile Sources

5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Y ear VMT/Weekday VMT/Saturday VMT/Sunday VMT/Y ear City Park 253 253 253 92,506 1,648 1,648 1,648 601,517
Government (Civic
Center)
1,506 1,506 1,506 549,570 9,791 9,791 9,791 3,573,577
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5.9.2. Mitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Y ear VMT/Weekday VMT/Saturday VMT/Sunday VMT/Y ear City Park 253 253 253 92,506 1,648 1,648 1,648 601,517
Government (Civic
Center)
1,506 1,506 1,506 549,570 9,791 9,791 9,791 3,573,577
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.1.2. Mitigated

5.10.2. Architectural Coatings
Tracy Recreational center Project Custom Report, 4/28/2023 67 / 72
Parking Area Coated (sq ft)Residential Exterior Area Coated (sq ft)Residential Interior Area Coated (sq ft) Non-Residential Interior Area Coated (sq ft)
Non-Residential Exterior Area Coated
(sq ft)
— — — — —

5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180

5.10.4. Landscape Equipment - Mitigated
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180

5.11. Operational Energy Consumption

5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) City Park 0.00 204 0.0330 0.0040 0.00
Government (Civic Center) 1,093,432 204 0.0330 0.0040 0.00 Parking Lot 57,238 204 0.0330 0.0040 0.00

5.11.2. Mitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) City Park 0.00 204 0.0330 0.0040 0.00
Tracy Recreational center Project Custom Report, 4/28/2023 68 / 72
Government (Civic Center) 1,093,432 204 0.0330 0.0040 0.00 Parking Lot 57,238 204 0.0330 0.0040 0.00

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) City Park 0.00 0.00
Government (Civic Center) 10,378,777 0.00
Parking Lot 0.00 0.00
City Park 0.00 13,451,033
Government (Civic Center) 10,378,777 0.00
Parking Lot 0.00 0.00

5.12.2. Mitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) City Park 0.00 -17,506,564
Government (Civic Center) 10,378,777 0.00
Parking Lot 0.00 0.00
City Park 0.00 -4,055,532
Government (Civic Center) 10,378,777 0.00
Parking Lot 0.00 0.00

5.13. Operational Waste Generation

5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Tracy Recreational center Project Custom Report, 4/28/2023 69 / 72
City Park 0.85 —
Government (Civic Center) 298 —
Parking Lot 0.00 —

5.13.2. Mitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
City Park 0.85 —
Government (Civic Center) 298 —
Parking Lot 0.00 —

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced City Park Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
City Park Stand-alone retail
refrigerators
and
freezers
R-134a 1,430 0.04 1.00 0.00 1.00
Government (Civic
Center)
Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
Government (Civic
Center)
Other commercial A/C
and heat pumps
R-410A 2,088 <

0.005 4.00 4.00 18.0

5.14.2. Mitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced City Park Other commercial A/C
and heat pumps
R-410A 2,088 <

0.005 4.00 4.00 18.0
Tracy Recreational center Project Custom Report, 4/28/2023 70 / 72

1.000.001.000.041,430R-134aCity Park Stand-alone retail refrigerators and
freezers
Government (Civic
Center)
Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
Government (Civic
Center)
Other commercial A/C
and heat pumps
R-410A 2,088 <

0.005 4.00 4.00 18.0

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor

5.15.2. Mitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps
Equipment Type Fuel Type Number per Day Hours per Day Hours per Y ear Horsepower Load Factor

5.16.2. Process Boilers
Equipment Type Fuel Type Number Boiler Rating (MMBtu/hr) Daily Heat Input (MMBtu/day) Annual Heat Input (MMBtu/yr)

5.17. User Defined
Equipment Type Fuel Type
— —
Tracy Recreational center Project Custom Report, 4/28/2023 71 / 72

5.18. Vegetation

5.18.1. Land Use Change

5.18.1.1. Unmitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres

5.18.1.2. Mitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres

5.18.1. Biomass Cover Type

5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres

5.18.1.2. Mitigated
Biomass Cover Type Initial Acres Final Acres

5.18.2. Sequestration

5.18.2.1. Unmitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)

5.18.2.2. Mitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year) Tracy Recreational center Project Custom Report, 4/28/2023 72 / 72

8. User Changes to Default Data
Screen Justification
Land Use The proposed project would include a recreational center and park on a 13.9 acre project site.

Construction: Construction Phases Construction will begin in December of 2023 and occur for approximately 24 months. Overlap between b
uilding construction and architectural coating.

Construction: Off-Road Equipment Default construction equipment with tier 2 engine Operations: Vehicle Data Based on a total trip generation of 1,760 ADT, including 11 trips for the park, 1,506 trips for the recreational center,
and 243 for the dog park. The trips for the dog park and recreational park were combined for the same land use.

Operations: Energy Use The proposed project would not include natural gas B‐1
I NITIAL   S TUDY /M ITIGATED   N EGATIVE   D ECLARATION J ULY   2023
E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA

P:\LPX2204 Tracy Rec Center\PRODUCTS\IniƟal Study\Screencheck\TracyRecCenter_Screen DraŌ IS.docx (07/24/23) APPENDIX B

NOISE MEASUREMENT SHEETS

E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA
I NITIAL   S TUDY /M ITIGATED   N EGATIVE   D ECLARATION J ULY   2023

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Noise Measurement Survey

Project Number: LPX2204 Test Personnel: Moe Abushanab Project Name: Tracy Recreation Center Equipment: LD LxT

Site Number: ST-1 Date: 2/15/2023 T ime: From 2:14 p.m. To 2:29 p.m.

Site Location: Near northwest corner of project site. East of paved path. Approximately 30 ft away from Kavanagh Ave.

Primary Noise Sources: Road tr affic on Kavanagh Avenue Background traffic noise

Comments: Some neighborhood activities. Wind.

File: .001
Leq 60.0
Lmax 72.3
Lmin 49.1
L5 66.8
L10 64.2
L33.3 56.0
L50 53.9
L66.6 52.6
L90 51.2
Atmospheric Conditions
Average Wind Velocity (mph) 4.7
Maximum Wind Velocity (mph) 9
Temperature (F) 56.0
Relative Humidity (%) 23

Location Photo:

Noise Measurement Survey

Project Number: LPX2204 Test Personnel: Moe Abushanab Project Name: Tracy Recreation Center Equipment: LD LxT

Site Number: ST-2 Date: 2/15/2023 T ime: From 2:31 p.m. To 2:46 p.m.

Site Location: Near northeast corner of project site. Opposite Kavanagh Ave and Elsinore Dr. by fence adjacent to school, approximately 30 ft away from Kavanagh Ave centerline.

Primary Noise Sources: Road tr affic on Kavanagh Avenue Background traffic noise

Comments: Some neighborhood activiti es. Dog park nearby. Wind.

File: .002
Leq 64.0
Lmax 82.8
Lmin 47.9
L5 70.2
L10 67.5
L33.3 58.6
L50 54.8
L66.6 51.8
L90 49.7
Atmospheric Conditions
Average Wind Velocity (mph) 4.7
Maximum Wind Velocity (mph) 9
Temperature (F) 56.0
Relative Humidity (%) 23
Location Photo:

Noise Measurement Survey

Project Number: LPX2204 Test Personnel: Moe Abushanab Project Name: Tracy Recreation Center Equipment: LD LxT

Site Number: ST-3 Date: 2/15/2023 T ime: From 2:52 p.m. To 3:07 p.m.

Site Location: Near southeast corner of project site. By fence near residence, in line with parking (east of parking). Approximately 50 ft away from residence property line

Primary Noise Sources: Bac kground traffic noise

Comments: Windy.

File: .003
Leq 51.6
Lmax 59.6
Lmin 47.7
L5 53.7
L10 53.0
L33.3 51.9
L50 51.2
L66.6 50.5
L90 49.4
Atmospheric Conditions
Average Wind Velocity (mph) 4.7
Maximum Wind Velocity (mph) 9
Temperature (F) 56.0
Relative Humidity (%) 23
Location Photo:

Noise Measurement Survey

Project Number: LPX2204 Test Personnel: Moe Abushanab Project Name: Tracy Recreation Center Equipment: LD LxT

Site Number: ST-4 Date: 2/15/2023 T ime: From 3:10 p.m. To 3:25 p.m.

Site Location: Near south of project site, east of entrance. Approximately 150 ft away from G r a n t L i n e R d c e n t e r l i n e

Primary Noise Sources: Road traf fic on Grant Line Rd.

C o m m e n t s :

Location Photo:

File: .004
Leq 59.4
Lmax 74.3
Lmin 46.0
L5 66.2
L10 61.9
L33.3 57.4
L50 54.5
L66.6 52.4
L90 49.2
Atmospheric Conditions
Average Wind Velocity (mph) 4.7
Maximum Wind Velocity (mph) 9
Temperature (F) 56.0
Relative Humidity (%) 23

C‐1
I NITIAL   S TUDY /M ITIGATED   N EGATIVE   D ECLARATION J ULY   2023
E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA

P:\LPX2204 Tracy Rec Center\PRODUCTS\IniƟal Study\Screencheck\TracyRecCenter_Screen DraŌ IS.docx (07/24/23) APPENDIX C

TRAFFIC VOLUME DATA

E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA
I NITIAL   S TUDY /M ITIGATED   N EGATIVE   D ECLARATION J ULY   2023

P:\LPX2204 Tracy Rec Center\PRODUCTS\IniƟal Study\Screencheck\TracyRecCenter_Screen DraŌ IS.docx (07/24/23) C‐2 This page intenƟonally leŌ blank

City of Tracy
Tracy Boulevard
B/ Kavanagh Avenue - Grant Line Road
24 Hour Directional Volume Count

TCY001
Site Code: 003-23244

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 3/16/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 185 17 162
12:15 16 191 15 183
12:30 17 196 13 177
12:45 13 179 58 751 13 177 58 699 116 1450
01:00 10 152 16 178
01:15 10 166 7 203
01:30 8 185 7 194
01:45 11 210 39 713 14 188 44 763 83 1476
02:00 15 187 11 187
02:15 24 254 11 188
02:30 21 219 19 224
02:45 22 189 82 849 14 233 55 832 137 1681
03:00 27 245 9 197
03:15 37 248 19 215
03:30 30 215 28 189
03:45 40 217 134 925 30 207 86 808 220 1733
04:00 32 226 34 223
04:15 42 193 39 202
04:30 41 243 54 196
04:45 48 228 163 890 66 221 193 842 356 1732
05:00 58 200 70 195
05:15 57 183 94 185
05:30 59 204 91 179
05:45 61 153 235 740 104 207 359 766 594 1506
06:00 64 172 106 176
06:15 60 169 117 140
06:30 92 172 137 142
06:45 114 154 330 667 202 158 562 616 892 1283
07:00 140 144 215 131
07:15 174 126 207 113
07:30 179 153 155 147
07:45 138 107 631 530 166 117 743 508 1374 1038
08:00 120 106 128 127
08:15 154 105 110 106
08:30 128 67 123 109
08:45 124 75 526 353 127 83 488 425 1014 778
09:00 134 65 134 67
09:15 144 49 131 72
09:30 141 54 139 75
09:45 156 44 575 212 150 57 554 271 1129 483
10:00 171 47 125 55
10:15 167 47 144 41
10:30 163 21 153 39
10:45 170 21 671 136 140 36 562 171 1233 307
11:00 219 20 167 36
11:15 186 16 183 23
11:30 206 17 161 26
11:45 163 19 774 72 188 15 699 100 1473 172
Total 4218 6838 4218 6838 4403 6801 4403 6801 8621 13639 Combined
Total 11056 11056 11204 11204 22260
AM Peak - 10:45 - - - 06:45 - - - - -
Vol. - 781 - - - 779 - - - - -
P.H.F. 0.892 0.906
PM Peak - - 03:00 - - - 02:30 - - - -
Vol. - - 925 - - - 869 - - - -
P.H.F. 0.932 0.932

Percentag
e 38.2% 61.8% 39.3% 60.7%
ADT/AADT ADT 22,260 AADT 22,260

City of Tracy
Kavanagh Avenue
B/ Tracy Boulevard - Holly Drive
24 Hour Directional Volume Count

TCY002
Site Code: 003-23244

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 3/16/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 16 4 20
12:15 1 25 1 19
12:30 2 14 3 24
12:45 2 18 7 73 0 18 8 81 15 154
01:00 0 20 1 31
01:15 1 17 0 20
01:30 2 26 1 28
01:45 0 18 3 81 1 15 3 94 6 175
02:00 1 30 1 25
02:15 0 26 0 28
02:30 0 25 0 19
02:45 2 37 3 118 0 31 1 103 4 221
03:00 0 25 1 36
03:15 0 27 4 31
03:30 0 26 1 47
03:45 0 33 0 111 6 32 12 146 12 257
04:00 2 50 7 46
04:15 0 46 3 35
04:30 3 28 9 34
04:45 2 34 7 158 7 32 26 147 33 305
05:00 2 23 6 39
05:15 0 20 9 27
05:30 2 37 7 29
05:45 2 26 6 106 6 31 28 126 34 232
06:00 1 26 5 23
06:15 7 22 12 17
06:30 4 28 9 22
06:45 4 29 16 105 11 28 37 90 53 195
07:00 9 15 13 17
07:15 13 27 19 19
07:30 13 25 22 13
07:45 15 18 50 85 29 18 83 67 133 152
08:00 38 16 46 27
08:15 20 21 57 17
08:30 22 22 20 17
08:45 16 14 96 73 21 15 144 76 240 149
09:00 12 18 21 10
09:15 14 13 13 6
09:30 5 10 16 13
09:45 15 10 46 51 17 8 67 37 113 88
10:00 10 9 17 9
10:15 10 8 17 13
10:30 12 7 13 10
10:45 19 7 51 31 21 4 68 36 119 67
11:00 21 9 28 6
11:15 11 5 23 4
11:30 17 4 20 4
11:45 11 8 60 26 10 3 81 17 141 43
Total 345 1018 345 1018 558 1020 558 1020 903 2038
Combined
Total 1363 1363 1578 1578 2941
AM Peak - 08:00 - - - 07:30 - - - - -
Vol. - 96 - - - 154 - - - - -
P.H.F. 0.632 0.675
PM Peak - - 04:00 - - - 03:30 - - - -
Vol. - - 158 - - - 160 - - - -
P.H.F. 0.790 0.851

Percentag
e 25.3% 74.7% 35.4% 64.6%
ADT/AADT ADT 2,941 AADT 2,941

City of Tracy
Holly Drive
B/ Kavanagh Avenue - Grant Line Road
24 Hour Directional Volume Count

TCY004
Site Code: 003-23244

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 3/16/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 62 4 80
12:15 2 69 6 79
12:30 9 47 6 68
12:45 4 47 18 225 10 54 26 281 44 506
01:00 2 64 1 56
01:15 6 56 6 59
01:30 0 66 7 53
01:45 2 64 10 250 3 72 17 240 27 490
02:00 0 71 4 60
02:15 2 68 1 87
02:30 2 66 2 64
02:45 7 66 11 271 1 127 8 338 19 609
03:00 3 64 1 72
03:15 5 76 1 91
03:30 4 70 6 105
03:45 5 50 17 260 6 83 14 351 31 611
04:00 7 96 7 90
04:15 8 68 13 87
04:30 2 84 14 84
04:45 15 70 32 318 13 66 47 327 79 645
05:00 9 77 13 57
05:15 14 61 16 79
05:30 12 70 13 62
05:45 28 85 63 293 14 76 56 274 119 567
06:00 23 66 20 72
06:15 14 62 23 56
06:30 20 62 25 52
06:45 21 60 78 250 21 52 89 232 167 482
07:00 30 55 28 44
07:15 23 40 39 47
07:30 73 38 47 44
07:45 84 46 210 179 95 49 209 184 419 363
08:00 115 38 139 45
08:15 78 33 112 31
08:30 68 28 50 44
08:45 39 22 300 121 46 33 347 153 647 274
09:00 36 32 42 33
09:15 29 20 56 35
09:30 41 28 42 31
09:45 36 28 142 108 38 19 178 118 320 226
10:00 31 13 32 17
10:15 44 10 55 15
10:30 43 17 46 14
10:45 41 12 159 52 45 12 178 58 337 110
11:00 39 9 48 12
11:15 50 12 44 13
11:30 46 3 65 8
11:45 59 5 194 29 62 8 219 41 413 70
Total 1234 2356 1234 2356 1388 2597 1388 2597 2622 4953 Combined
Total 3590 3590 3985 3985 7575
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 350 - - - 396 - - - - -
P.H.F. 0.761 0.712
PM Peak - - 04:00 - - - 02:45 - - - -
Vol. - - 318 - - - 395 - - - -
P.H.F. 0.828 0.778

Percentag
e 34.4% 65.6% 34.8% 65.2%
ADT/AADT ADT 7,575 AADT 7,575

City of Tracy
Grant Line Road
B/ Tracy Boulevard - Holly Drive
24 Hour Directional Volume Count

TCY003
Site Code: 003-23244

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 3/16/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 16 125 12 149
12:15 12 140 17 125
12:30 14 124 11 166
12:45 12 153 54 542 19 100 59 540 113 1082
01:00 13 135 10 134
01:15 5 136 9 128
01:30 8 153 18 131
01:45 7 154 33 578 11 143 48 536 81 1114
02:00 5 169 9 130
02:15 9 193 3 159
02:30 6 179 12 185
02:45 11 196 31 737 13 189 37 663 68 1400
03:00 15 208 21 150
03:15 19 197 15 196
03:30 20 191 20 198
03:45 21 217 75 813 18 170 74 714 149 1527
04:00 16 219 34 198
04:15 12 176 30 147
04:30 25 181 48 152
04:45 46 188 99 764 53 147 165 644 264 1408
05:00 25 180 57 154
05:15 27 167 54 131
05:30 50 217 54 133
05:45 56 161 158 725 61 146 226 564 384 1289
06:00 40 163 47 176
06:15 43 155 55 147
06:30 43 161 60 99
06:45 58 138 184 617 68 132 230 554 414 1171
07:00 102 123 86 98
07:15 89 106 94 102
07:30 86 107 107 89
07:45 128 115 405 451 196 80 483 369 888 820
08:00 162 115 226 81
08:15 153 119 181 73
08:30 120 93 129 86
08:45 103 98 538 425 124 62 660 302 1198 727
09:00 79 91 88 61
09:15 80 65 118 43
09:30 80 60 104 60
09:45 88 58 327 274 124 39 434 203 761 477
10:00 94 58 105 37
10:15 81 36 117 34
10:30 100 37 94 36
10:45 111 39 386 170 123 35 439 142 825 312
11:00 100 29 119 24
11:15 94 20 96 27
11:30 119 26 115 21
11:45 125 28 438 103 162 25 492 97 930 200
Total 2728 6199 2728 6199 3347 5328 3347 5328 6075 11527 Combined
Total 8927 8927 8675 8675 17602
AM Peak - 07:45 - - - 07:45 - - - - -
Vol. - 563 - - - 732 - - - - -
P.H.F. 0.869 0.810
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 824 - - - 762 - - - -
P.H.F. 0.941 0.962

Percentag
e 30.6% 69.4% 38.6% 61.4%
ADT/AADT ADT 17,602 AADT 17,602
File Name : 01_TCY_Tracy_Kav AM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Tracy Boulevard
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Tracy Boulevard
Southbound
Kavanagh Avenue
Westbound
Tracy Boulevard
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 9 172 38 219 13 24 9 46 18 104 18 140 19 11 30 60 465 07:15 AM 6 167 37 210 16 35 6 57 14 154 6 174 34 8 24 66 507 07:30 AM 4 142 13 159 5 5 10 20 6 167 6 179 29 12 8 49 407 07:45 AM 8 143 15 166 6 8 7 21 8 123 7 138 24 1 17 42 367 Total 27 624 103 754 40 72 32 144 46 548 37 631 106 32 79 217 1746 08:00 AM 5 109 12 126 8 5 8 21 8 109 2 119 16 5 10 31 297 08:15 AM 4 102 11 117 2 7 4 13 5 144 5 154 18 5 6 29 313 08:30 AM 3 112 17 132 6 5 5 16 4 124 0 128 21 2 5 28 304 08:45 AM 6 114 9 129 5 7 5 17 7 114 3 124 19 6 8 33 303 Total 18 437 49 504 21 24 22 67 24 491 10 525 74 18 29 121 1217 Grand Total 45 1061 152 1258 61 96 54 211 70 1039 47 1156 180 50 108 338 2963 Apprch % 3.6 84.3 12.1 28.9 45.5 25.6 6.1 89.9 4.1 53.3 14.8 32 Total % 1.5 35.8 5.1 42.5 2.1 3.2 1.8 7.1 2.4 35.1 1.6 39 6.1 1.7 3.6 11.4 Tracy Boulevard
Southbound
Kavanagh Avenue
Westbound
Tracy Boulevard
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 9 172 38 219 13 24 9 46 18 104 18 140 19 11 30 60 465 07:15 AM 6 167 37 210 16 35 6 57 14 154 6 174 34 8 24 66 507 07:30 AM 4 142 13 159 5 5 10 20 6 167 6 179 29 12 8 49 407 07:45 AM 8 143 15 166 6 8 7 21 8 123 7 138 24 1 17 42 367 Total Volume 27 624 103 754 40 72 32 144 46 548 37 631 106 32 79 217 1746 % App. Total 3.6 82.8 13.7 27.8 50 22.2 7.3 86.8 5.9 48.8 14.7 36.4 PHF .750 .907 .678 .861 .625 .514 .800 .632 .639 .820 .514 .881 .779 .667 .658 .822 .861 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_TCY_Tracy_Kav PM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Tracy Boulevard
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Tracy Boulevard
Southbound
Kavanagh Avenue
Westbound
Tracy Boulevard
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 10 191 31 232 10 18 11 39 16 202 8 226 38 5 22 65 562 04:15 PM 8 183 31 222 4 13 10 27 7 181 5 193 35 7 15 57 499 04:30 PM 13 174 35 222 8 11 10 29 19 217 7 243 24 17 14 55 549 04:45 PM 9 199 33 241 6 12 13 31 6 217 5 228 29 12 16 57 557 Total 40 747 130 917 28 54 44 126 48 817 25 890 126 41 67 234 2167 05:00 PM 3 181 22 206 6 11 6 23 10 184 6 200 17 17 8 42 471 05:15 PM 7 166 17 190 5 8 4 17 10 168 4 182 32 11 13 56 445 05:30 PM 6 163 24 193 4 8 10 22 4 191 9 204 22 13 12 47 466 05:45 PM 14 183 23 220 10 11 7 28 18 127 8 153 26 7 14 47 448 Total 30 693 86 809 25 38 27 90 42 670 27 739 97 48 47 192 1830 Grand Total 70 1440 216 1726 53 92 71 216 90 1487 52 1629 223 89 114 426 3997 Apprch % 4.1 83.4 12.5 24.5 42.6 32.9 5.5 91.3 3.2 52.3 20.9 26.8 Total % 1.8 36 5.4 43.2 1.3 2.3 1.8 5.4 2.3 37.2 1.3 40.8 5.6 2.2 2.9 10.7 Tracy Boulevard
Southbound
Kavanagh Avenue
Westbound
Tracy Boulevard
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 10 191 31 232 10 18 11 39 16 202 8 226 38 5 22 65 562 04:15 PM 8 183 31 222 4 13 10 27 7 181 5 193 35 7 15 57 499 04:30 PM 13 174 35 222 8 11 10 29 19 217 7 243 24 17 14 55 549 04:45 PM 9 199 33 241 6 12 13 31 6 217 5 228 29 12 16 57 557 Total Volume 40 747 130 917 28 54 44 126 48 817 25 890 126 41 67 234 2167 % App. Total 4.4 81.5 14.2 22.2 42.9 34.9 5.4 91.8 2.8 53.8 17.5 28.6 PHF .769 .938 .929 .951 .700 .750 .846 .808 .632 .941 .781 .916 .829 .603 .761 .900 .964 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_TCY_Tracy_GL AM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Tracy Boulevard
E/W: Grant Line Road
Weather: Clear
Groups Printed- Total Volume
Tracy Boulevard
Southbound
Grant Line Road
Westbound
Tracy Boulevard
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 17 57 31 105 17 71 16 104 10 31 11 52 15 48 6 69 330 07:15 AM 13 93 30 136 14 69 9 92 12 61 23 96 20 60 22 102 426 07:30 AM 18 110 21 149 28 90 14 132 21 67 16 104 19 54 16 89 474 07:45 AM 15 153 45 213 47 134 16 197 33 109 31 173 26 91 41 158 741 Total 63 413 127 603 106 364 55 525 76 268 81 425 80 253 85 418 1971 08:00 AM 28 112 47 187 43 167 20 230 60 110 29 199 31 115 28 174 790 08:15 AM 16 128 36 180 20 123 30 173 35 104 54 193 50 114 20 184 730 08:30 AM 21 102 25 148 22 102 25 149 44 101 27 172 27 105 21 153 622 08:45 AM 25 104 21 150 26 81 25 132 41 98 23 162 30 74 26 130 574 Total 90 446 129 665 111 473 100 684 180 413 133 726 138 408 95 641 2716 Grand Total 153 859 256 1268 217 837 155 1209 256 681 214 1151 218 661 180 1059 4687 Apprch % 12.1 67.7 20.2 17.9 69.2 12.8 22.2 59.2 18.6 20.6 62.4 17 Total % 3.3 18.3 5.5 27.1 4.6 17.9 3.3 25.8 5.5 14.5 4.6 24.6 4.7 14.1 3.8 22.6 Tracy Boulevard
Southbound
Grant Line Road
Westbound
Tracy Boulevard
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 15 153 45 213 47 134 16 197 33 109 31 173 26 91 41 158 741 08:00 AM 28 112 47 187 43 167 20 230 60 110 29 199 31 115 28 174 790 08:15 AM 16 128 36 180 20 123 30 173 35 104 54 193 50 114 20 184 730 08:30 AM 21 102 25 148 22 102 25 149 44 101 27 172 27 105 21 153 622 Total Volume 80 495 153 728 132 526 91 749 172 424 141 737 134 425 110 669 2883 % App. Total 11 68 21 17.6 70.2 12.1 23.3 57.5 19.1 20 63.5 16.4 PHF .714 .809 .814 .854 .702 .787 .758 .814 .717 .964 .653 .926 .670 .924 .671 .909 .912 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_TCY_Tracy_GL PM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Tracy Boulevard
E/W: Grant Line Road
Weather: Clear
Groups Printed- Total Volume
Tracy Boulevard
Southbound
Grant Line Road
Westbound
Tracy Boulevard
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 33 136 49 218 41 123 46 210 53 178 35 266 52 157 39 248 942 04:15 PM 43 121 41 205 32 106 40 178 42 141 28 211 51 139 48 238 832 04:30 PM 35 109 38 182 35 123 36 194 49 141 23 213 51 153 35 239 828 04:45 PM 39 129 46 214 31 121 44 196 37 124 32 193 45 164 39 248 851 Total 150 495 174 819 139 473 166 778 181 584 118 883 199 613 161 973 3453 05:00 PM 43 143 28 214 47 114 20 181 54 126 31 211 51 151 35 237 843 05:15 PM 30 138 46 214 39 107 26 172 54 149 27 230 48 117 42 207 823 05:30 PM 32 132 35 199 28 110 32 170 63 162 39 264 48 173 47 268 901 05:45 PM 41 129 39 209 38 106 41 185 37 116 33 186 47 121 32 200 780 Total 146 542 148 836 152 437 119 708 208 553 130 891 194 562 156 912 3347 Grand Total 296 1037 322 1655 291 910 285 1486 389 1137 248 1774 393 1175 317 1885 6800 Apprch % 17.9 62.7 19.5 19.6 61.2 19.2 21.9 64.1 14 20.8 62.3 16.8 Total % 4.4 15.2 4.7 24.3 4.3 13.4 4.2 21.9 5.7 16.7 3.6 26.1 5.8 17.3 4.7 27.7 Tracy Boulevard
Southbound
Grant Line Road
Westbound
Tracy Boulevard
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 33 136 49 218 41 123 46 210 53 178 35 266 52 157 39 248 942 04:15 PM 43 121 41 205 32 106 40 178 42 141 28 211 51 139 48 238 832 04:30 PM 35 109 38 182 35 123 36 194 49 141 23 213 51 153 35 239 828 04:45 PM 39 129 46 214 31 121 44 196 37 124 32 193 45 164 39 248 851 Total Volume 150 495 174 819 139 473 166 778 181 584 118 883 199 613 161 973 3453 % App. Total 18.3 60.4 21.2 17.9 60.8 21.3 20.5 66.1 13.4 20.5 63 16.5 PHF .872 .910 .888 .939 .848 .961 .902 .926 .854 .820 .843 .830 .957 .934 .839 .981 .916 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_TCY_Buth_Kav AM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Buthmann Avenue
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Buthmann Avenue
Southbound
Kavanagh Avenue
Westbound
Buthmann Avenue
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 10 3 15 2 9 1 12 3 3 2 8 3 5 1 9 44
07:15 AM 4 8 1 13 4 9 1 14 4 3 5 12 4 13 2 19 58
07:30 AM 4 7 4 15 8 11 0 19 2 6 5 13 4 7 1 12 59
07:45 AM 8 18 4 30 10 19 3 32 6 11 21 38 2 28 3 33 133
Total 18 43 12 73 24 48 5 77 15 23 33 71 13 53 7 73 294 08:00 AM 4 20 15 39 13 44 4 61 2 16 25 43 10 27 5 42 185 08:15 AM 1 10 5 16 6 21 4 31 3 15 9 27 2 10 1 13 87
08:30 AM 0 9 2 11 1 10 2 13 4 8 8 20 7 6 0 13 57
08:45 AM 1 8 4 13 3 10 1 14 2 11 6 19 3 6 6 15 61
Total 6 47 26 79 23 85 11 119 11 50 48 109 22 49 12 83 390 Grand Total 24 90 38 152 47 133 16 196 26 73 81 180 35 102 19 156 684 Apprch % 15.8 59.2 25 24 67.9 8.2 14.4 40.6 45 22.4 65.4 12.2 Total % 3.5 13.2 5.6 22.2 6.9 19.4 2.3 28.7 3.8 10.7 11.8 26.3 5.1 14.9 2.8 22.8 Buthmann Avenue
Southbound
Kavanagh Avenue
Westbound
Buthmann Avenue
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 4 7 4 15 8 11 0 19 2 6 5 13 4 7 1 12 59
07:45 AM 8 18 4 30 10 19 3 32 6 11 21 38 2 28 3 33 133
08:00 AM 4 20 15 39 13 44 4 61 2 16 25 43 10 27 5 42 185 08:15 AM 1 10 5 16 6 21 4 31 3 15 9 27 2 10 1 13 87
Total Volume 17 55 28 100 37 95 11 143 13 48 60 121 18 72 10 100 464 % App. Total 17 55 28 25.9 66.4 7.7 10.7 39.7 49.6 18 72 10 PHF .531 .688 .467 .641 .712 .540 .688 .586 .542 .750 .600 .703 .450 .643 .500 .595 .627 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_TCY_Buth_Kav PM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Buthmann Avenue
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Buthmann Avenue
Southbound
Kavanagh Avenue
Westbound
Buthmann Avenue
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 3 9 1 13 7 22 1 30 10 18 9 37 5 20 5 30 110
04:15 PM 4 6 4 14 3 13 1 17 2 12 8 22 4 30 5 39 92
04:30 PM 2 17 6 25 4 14 4 22 12 13 7 32 8 14 2 24 103
04:45 PM 0 11 6 17 5 8 2 15 1 14 7 22 6 12 4 22 76
Total 9 43 17 69 19 57 8 84 25 57 31 113 23 76 16 115 381 05:00 PM 1 15 9 25 2 14 2 18 5 18 7 30 3 11 2 16 89
05:15 PM 0 10 3 13 3 13 1 17 1 18 6 25 10 21 3 34 89
05:30 PM 0 11 2 13 5 16 2 23 5 12 11 28 1 24 0 25 89
05:45 PM 3 5 2 10 4 13 0 17 3 13 5 21 6 18 5 29 77
Total 4 41 16 61 14 56 5 75 14 61 29 104 20 74 10 104 344 Grand Total 13 84 33 130 33 113 13 159 39 118 60 217 43 150 26 219 725 Apprch % 10 64.6 25.4 20.8 71.1 8.2 18 54.4 27.6 19.6 68.5 11.9 Total % 1.8 11.6 4.6 17.9 4.6 15.6 1.8 21.9 5.4 16.3 8.3 29.9 5.9 20.7 3.6 30.2 Buthmann Avenue
Southbound
Kavanagh Avenue
Westbound
Buthmann Avenue
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 3 9 1 13 7 22 1 30 10 18 9 37 5 20 5 30 110
04:15 PM 4 6 4 14 3 13 1 17 2 12 8 22 4 30 5 39 92
04:30 PM 2 17 6 25 4 14 4 22 12 13 7 32 8 14 2 24 103
04:45 PM 0 11 6 17 5 8 2 15 1 14 7 22 6 12 4 22 76
Total Volume 9 43 17 69 19 57 8 84 25 57 31 113 23 76 16 115 381 % App. Total 13 62.3 24.6 22.6 67.9 9.5 22.1 50.4 27.4 20 66.1 13.9 PHF .563 .632 .708 .690 .679 .648 .500 .700 .521 .792 .861 .764 .719 .633 .800 .737 .866 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_TCY_Buth_GL AM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Buthmann Avenue
E/W: Grant Line Road
Weather: Clear
Groups Printed- Total Volume
Buthmann Avenue
Southbound
Grant Line Road
Westbound
Grant Line Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 7 15 22 92 6 98 2 78 80 200
07:15 AM 8 8 16 84 8 92 7 86 93 201
07:30 AM 9 17 26 117 9 126 6 90 96 248
07:45 AM 14 21 35 205 27 232 10 135 145 412
Total 38 61 99 498 50 548 25 389 414 1061
08:00 AM 21 28 49 213 22 235 24 153 177 461
08:15 AM 7 17 24 166 12 178 15 176 191 393
08:30 AM 5 11 16 145 8 153 17 128 145 314
08:45 AM 11 9 20 125 8 133 14 101 115 268
Total 44 65 109 649 50 699 70 558 628 1436
Grand Total 82 126 208 1147 100 1247 95 947 1042 2497
Apprch % 39.4 60.6 92 8 9.1 90.9
Total % 3.3 5 8.3 45.9 4 49.9 3.8 37.9 41.7
Buthmann Avenue
Southbound
Grant Line Road
Westbound
Grant Line Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 14 21 35 205 27 232 10 135 145 412
08:00 AM 21 28 49 213 22 235 24 153 177 461
08:15 AM 7 17 24 166 12 178 15 176 191 393
08:30 AM 5 11 16 145 8 153 17 128 145 314
Total Volume 47 77 124 729 69 798 66 592 658 1580
% App. Total 37.9 62.1 91.4 8.6 10 90
PHF .560 .688 .633 .856 .639 .849 .688 .841 .861 .857
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_TCY_Buth_GL PM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Buthmann Avenue
E/W: Grant Line Road
Weather: Clear
Groups Printed- Total Volume
Buthmann Avenue
Southbound
Grant Line Road
Westbound
Grant Line Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 13 24 37 197 13 210 15 212 227 474
04:15 PM 9 16 25 160 8 168 15 185 200 393
04:30 PM 10 22 32 160 16 176 15 218 233 441
04:45 PM 7 28 35 159 10 169 14 212 226 430
Total 39 90 129 676 47 723 59 827 886 1738
05:00 PM 14 19 33 176 10 186 19 209 228 447
05:15 PM 14 17 31 158 7 165 17 160 177 373
05:30 PM 12 12 24 142 13 155 13 224 237 416
05:45 PM 11 16 27 172 13 185 14 184 198 410
Total 51 64 115 648 43 691 63 777 840 1646
Grand Total 90 154 244 1324 90 1414 122 1604 1726 3384
Apprch % 36.9 63.1 93.6 6.4 7.1 92.9
Total % 2.7 4.6 7.2 39.1 2.7 41.8 3.6 47.4 51
Buthmann Avenue
Southbound
Grant Line Road
Westbound
Grant Line Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 13 24 37 197 13 210 15 212 227 474
04:15 PM 9 16 25 160 8 168 15 185 200 393
04:30 PM 10 22 32 160 16 176 15 218 233 441
04:45 PM 7 28 35 159 10 169 14 212 226 430
Total Volume 39 90 129 676 47 723 59 827 886 1738
% App. Total 30.2 69.8 93.5 6.5 6.7 93.3
PHF .750 .804 .872 .858 .734 .861 .983 .948 .951 .917
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_TCY_Cov_Kav AM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Coventry Drive
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Coventry Drive
Southbound
Kavanagh Avenue
Westbound
Coventry Drive
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 13 0 13 1 0 0 1 1 8 0 9 23
07:15 AM 0 0 1 1 2 11 0 13 0 0 0 0 1 21 0 22 36
07:30 AM 0 0 3 3 0 20 0 20 0 0 0 0 1 21 0 22 45
07:45 AM 3 0 1 4 0 35 0 35 0 0 0 0 1 59 0 60 99
Total 3 0 5 8 2 79 0 81 1 0 0 1 4 109 0 113 203
08:00 AM 1 0 2 3 0 60 0 60 0 0 0 0 1 49 0 50 113
08:15 AM 0 0 1 1 0 18 0 18 0 1 0 1 1 16 0 17 37
08:30 AM 1 0 0 1 0 13 1 14 0 0 0 0 0 15 0 15 30
08:45 AM 1 0 0 1 1 10 0 11 0 0 0 0 0 11 0 11 23
Total 3 0 3 6 1 101 1 103 0 1 0 1 2 91 0 93 203
Grand Total 6 0 8 14 3 180 1 184 1 1 0 2 6 200 0 206 406 Apprch % 42.9 0 57.1 1.6 97.8 0.5 50 50 0 2.9 97.1 0 Total % 1.5 0 2 3.4 0.7 44.3 0.2 45.3 0.2 0.2 0 0.5 1.5 49.3 0 50.7 Coventry Drive
Southbound
Kavanagh Avenue
Westbound
Coventry Drive
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 3 3 0 20 0 20 0 0 0 0 1 21 0 22 45
07:45 AM 3 0 1 4 0 35 0 35 0 0 0 0 1 59 0 60 99
08:00 AM 1 0 2 3 0 60 0 60 0 0 0 0 1 49 0 50 113
08:15 AM 0 0 1 1 0 18 0 18 0 1 0 1 1 16 0 17 37
Total Volume 4 0 7 11 0 133 0 133 0 1 0 1 4 145 0 149 294 % App. Total 36.4 0 63.6 0 100 0 0 100 0 2.7 97.3 0
PHF .333 .000 .583 .688 .000 .554 .000 .554 .000 .250 .000 .250 1.00 .614 .000 .621 .650 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_TCY_Cov_Kav PM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Coventry Drive
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Coventry Drive
Southbound
Kavanagh Avenue
Westbound
Coventry Drive
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 2 0 2 4 1 30 0 31 0 0 0 0 0 31 0 31 66
04:15 PM 0 0 0 0 1 11 0 12 1 0 1 2 2 35 0 37 51
04:30 PM 1 0 0 1 0 18 0 18 0 0 0 0 1 22 0 23 42
04:45 PM 0 0 2 2 0 14 2 16 0 0 0 0 0 13 0 13 31
Total 3 0 4 7 2 73 2 77 1 0 1 2 3 101 0 104 190
05:00 PM 0 0 1 1 0 17 2 19 0 0 0 0 0 20 0 20 40
05:15 PM 0 0 0 0 0 15 1 16 0 0 0 0 0 25 0 25 41
05:30 PM 2 0 1 3 0 19 0 19 0 0 0 0 0 33 0 33 55
05:45 PM 0 0 0 0 0 18 1 19 1 0 0 1 1 20 0 21 41
Total 2 0 2 4 0 69 4 73 1 0 0 1 1 98 0 99 177
Grand Total 5 0 6 11 2 142 6 150 2 0 1 3 4 199 0 203 367 Apprch % 45.5 0 54.5 1.3 94.7 4 66.7 0 33.3 2 98 0
Total % 1.4 0 1.6 3 0.5 38.7 1.6 40.9 0.5 0 0.3 0.8 1.1 54.2 0 55.3 Coventry Drive
Southbound
Kavanagh Avenue
Westbound
Coventry Drive
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 2 0 2 4 1 30 0 31 0 0 0 0 0 31 0 31 66
04:15 PM 0 0 0 0 1 11 0 12 1 0 1 2 2 35 0 37 51
04:30 PM 1 0 0 1 0 18 0 18 0 0 0 0 1 22 0 23 42
04:45 PM 0 0 2 2 0 14 2 16 0 0 0 0 0 13 0 13 31
Total Volume 3 0 4 7 2 73 2 77 1 0 1 2 3 101 0 104 190
% App. Total 42.9 0 57.1 2.6 94.8 2.6 50 0 50 2.9 97.1 0 PHF .375 .000 .500 .438 .500 .608 .250 .621 .250 .000 .250 .250 .375 .721 .000 .703 .720 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_TCY_Dov_Kav AM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Dovenshire Drive
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Dovenshire Drive
Southbound
Kavanagh Avenue
Westbound
Kavanagh Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 11 0 11 0 8 8 19
07:15 AM 1 1 2 13 1 14 0 21 21 37
07:30 AM 0 0 0 20 1 21 0 20 20 41
07:45 AM 3 1 4 32 0 32 1 60 61 97
Total 4 2 6 76 2 78 1 109 110 194
08:00 AM 0 2 2 60 0 60 0 52 52 114
08:15 AM 0 1 1 15 0 15 1 16 17 33
08:30 AM 1 0 1 12 1 13 1 12 13 27
08:45 AM 1 2 3 10 2 12 0 15 15 30
Total 2 5 7 97 3 100 2 95 97 204
Grand Total 6 7 13 173 5 178 3 204 207 398
Apprch % 46.2 53.8 97.2 2.8 1.4 98.6
Total % 1.5 1.8 3.3 43.5 1.3 44.7 0.8 51.3 52
Dovenshire Drive
Southbound
Kavanagh Avenue
Westbound
Kavanagh Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 1 1 2 13 1 14 0 21 21 37
07:30 AM 0 0 0 20 1 21 0 20 20 41
07:45 AM 3 1 4 32 0 32 1 60 61 97
08:00 AM 0 2 2 60 0 60 0 52 52 114
Total Volume 4 4 8 125 2 127 1 153 154 289
% App. Total 50 50 98.4 1.6 0.6 99.4
PHF .333 .500 .500 .521 .500 .529 .250 .638 .631 .634
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_TCY_Dov_Kav PM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Dovenshire Drive
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Dovenshire Drive
Southbound
Kavanagh Avenue
Westbound
Kavanagh Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 1 1 27 1 28 0 30 30 59
04:15 PM 1 0 1 15 0 15 0 40 40 56
04:30 PM 0 0 0 19 3 22 1 21 22 44
04:45 PM 0 0 0 16 2 18 1 16 17 35
Total 1 1 2 77 6 83 2 107 109 194
05:00 PM 0 1 1 18 3 21 0 19 19 41
05:15 PM 0 0 0 17 1 18 1 25 26 44
05:30 PM 0 0 0 20 0 20 0 33 33 53
05:45 PM 0 0 0 19 1 20 1 21 22 42
Total 0 1 1 74 5 79 2 98 100 180
Grand Total 1 2 3 151 11 162 4 205 209 374
Apprch % 33.3 66.7 93.2 6.8 1.9 98.1
Total % 0.3 0.5 0.8 40.4 2.9 43.3 1.1 54.8 55.9
Dovenshire Drive
Southbound
Kavanagh Avenue
Westbound
Kavanagh Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 1 1 27 1 28 0 30 30 59
04:15 PM 1 0 1 15 0 15 0 40 40 56
04:30 PM 0 0 0 19 3 22 1 21 22 44
04:45 PM 0 0 0 16 2 18 1 16 17 35
Total Volume 1 1 2 77 6 83 2 107 109 194
% App. Total 50 50 92.8 7.2 1.8 98.2
PHF .250 .250 .500 .713 .500 .741 .500 .669 .681 .822
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_TCY_Els_Kav AM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Elsinore Drive
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Elsinore Drive
Southbound
Kavanagh Avenue
Westbound
North Elementary School
Driveway
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 9 0 9 18
07:15 AM 1 0 3 4 0 11 0 11 0 0 0 0 0 20 0 20 35
07:30 AM 0 0 2 2 0 16 1 17 0 0 0 0 1 13 1 15 34
07:45 AM 1 0 1 2 0 20 1 21 0 0 2 2 1 42 3 46 71
Total 2 0 6 8 0 56 2 58 0 0 2 2 2 84 4 90 158
08:00 AM 3 0 3 6 0 43 3 46 1 0 1 2 10 53 2 65 119
08:15 AM 1 0 3 4 0 30 0 30 0 0 0 0 1 19 0 20 54
08:30 AM 1 0 2 3 0 11 1 12 0 0 0 0 1 13 0 14 29
08:45 AM 0 0 0 0 0 11 0 11 0 0 0 0 1 9 0 10 21
Total 5 0 8 13 0 95 4 99 1 0 1 2 13 94 2 109 223
Grand Total 7 0 14 21 0 151 6 157 1 0 3 4 15 178 6 199 381 Apprch % 33.3 0 66.7 0 96.2 3.8 25 0 75 7.5 89.4 3
Total % 1.8 0 3.7 5.5 0 39.6 1.6 41.2 0.3 0 0.8 1 3.9 46.7 1.6 52.2 Elsinore Drive
Southbound
Kavanagh Avenue
Westbound
North Elementary School
Driveway
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 2 2 0 16 1 17 0 0 0 0 1 13 1 15 34
07:45 AM 1 0 1 2 0 20 1 21 0 0 2 2 1 42 3 46 71
08:00 AM 3 0 3 6 0 43 3 46 1 0 1 2 10 53 2 65 119
08:15 AM 1 0 3 4 0 30 0 30 0 0 0 0 1 19 0 20 54
Total Volume 5 0 9 14 0 109 5 114 1 0 3 4 13 127 6 146 278 % App. Total 35.7 0 64.3 0 95.6 4.4 25 0 75 8.9 87 4.1 PHF .417 .000 .750 .583 .000 .634 .417 .620 .250 .000 .375 .500 .325 .599 .500 .562 .584 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_TCY_Els_Kav PM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Elsinore Drive
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Elsinore Drive
Southbound
Kavanagh Avenue
Westbound
North Elementary School
Driveway
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 1 2 0 26 1 27 0 0 0 0 0 32 1 33 62
04:15 PM 3 0 2 5 0 20 2 22 0 0 0 0 2 42 0 44 71
04:30 PM 0 0 1 1 0 20 1 21 0 0 0 0 0 19 0 19 41
04:45 PM 0 0 1 1 0 15 0 15 0 0 0 0 0 19 0 19 35
Total 3 1 5 9 0 81 4 85 0 0 0 0 2 112 1 115 209
05:00 PM 0 0 1 1 0 17 2 19 0 0 0 0 1 11 0 12 32
05:15 PM 2 0 0 2 0 20 1 21 0 0 0 0 0 25 0 25 48
05:30 PM 2 0 1 3 0 16 1 17 0 0 0 0 2 27 0 29 49
05:45 PM 2 0 0 2 0 17 2 19 0 0 0 0 0 31 0 31 52
Total 6 0 2 8 0 70 6 76 0 0 0 0 3 94 0 97 181
Grand Total 9 1 7 17 0 151 10 161 0 0 0 0 5 206 1 212 390 Apprch % 52.9 5.9 41.2 0 93.8 6.2 0 0 0 2.4 97.2 0.5 Total % 2.3 0.3 1.8 4.4 0 38.7 2.6 41.3 0 0 0 0 1.3 52.8 0.3 54.4 Elsinore Drive
Southbound
Kavanagh Avenue
Westbound
North Elementary School
Driveway
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 1 1 2 0 26 1 27 0 0 0 0 0 32 1 33 62
04:15 PM 3 0 2 5 0 20 2 22 0 0 0 0 2 42 0 44 71
04:30 PM 0 0 1 1 0 20 1 21 0 0 0 0 0 19 0 19 41
04:45 PM 0 0 1 1 0 15 0 15 0 0 0 0 0 19 0 19 35
Total Volume 3 1 5 9 0 81 4 85 0 0 0 0 2 112 1 115 209
% App. Total 33.3 11.1 55.6 0 95.3 4.7 0 0 0 1.7 97.4 0.9 PHF .250 .250 .625 .450 .000 .779 .500 .787 .000 .000 .000 .000 .250 .667 .250 .653 .736 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_TCY_Parker_GL AM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Parker Avenue
E/W: Grant Line Road
Weather: Clear
Groups Printed- Total Volume
Parker Avenue
Southbound
Grant Line Road
Westbound
Parker Avenue
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 0 0 1 9 225 1 235 21 0 14 35 3 142 19 164 435 07:15 AM 0 0 0 0 7 152 1 160 20 0 15 35 1 147 13 161 356 07:30 AM 0 1 2 3 13 131 0 144 18 1 5 24 6 106 14 126 297 07:45 AM 0 0 0 0 6 107 4 117 17 1 6 24 4 89 10 103 244
Total 1 1 2 4 35 615 6 656 76 2 40 118 14 484 56 554 1332 08:00 AM 0 1 5 6 3 87 1 91 8 1 4 13 1 82 12 95 205
08:15 AM 1 0 4 5 10 105 3 118 14 2 4 20 10 69 6 85 228
08:30 AM 2 1 2 5 3 112 1 116 11 5 8 24 7 84 10 101 246
08:45 AM 1 0 6 7 9 101 3 113 19 4 2 25 6 85 12 103 248
Total 4 2 17 23 25 405 8 438 52 12 18 82 24 320 40 384 927 Grand Total 5 3 19 27 60 1020 14 1094 128 14 58 200 38 804 96 938 2259 Apprch % 18.5 11.1 70.4 5.5 93.2 1.3 64 7 29 4.1 85.7 10.2 Total % 0.2 0.1 0.8 1.2 2.7 45.2 0.6 48.4 5.7 0.6 2.6 8.9 1.7 35.6 4.2 41.5 Parker Avenue
Southbound
Grant Line Road
Westbound
Parker Avenue
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 1 0 0 1 9 225 1 235 21 0 14 35 3 142 19 164 435 07:15 AM 0 0 0 0 7 152 1 160 20 0 15 35 1 147 13 161 356 07:30 AM 0 1 2 3 13 131 0 144 18 1 5 24 6 106 14 126 297 07:45 AM 0 0 0 0 6 107 4 117 17 1 6 24 4 89 10 103 244
Total Volume 1 1 2 4 35 615 6 656 76 2 40 118 14 484 56 554 1332 % App. Total 25 25 50 5.3 93.8 0.9 64.4 1.7 33.9 2.5 87.4 10.1 PHF .250 .250 .250 .333 .673 .683 .375 .698 .905 .500 .667 .843 .583 .823 .737 .845 .766 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_TCY_Parker_GL PM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Parker Avenue
E/W: Grant Line Road
Weather: Clear
Groups Printed- Total Volume
Parker Avenue
Southbound
Grant Line Road
Westbound
Parker Avenue
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 14 150 0 164 28 0 15 43 0 179 34 213 420 04:15 PM 0 0 0 0 7 133 0 140 23 0 19 42 2 144 23 169 351 04:30 PM 0 0 1 1 9 131 0 140 19 1 14 34 1 198 41 240 415 04:45 PM 0 0 1 1 9 159 2 170 18 0 14 32 0 160 21 181 384 Total 0 0 2 2 39 573 2 614 88 1 62 151 3 681 119 803 1570 05:00 PM 0 0 2 2 13 174 1 188 24 0 8 32 1 151 31 183 405 05:15 PM 0 1 1 2 11 119 0 130 22 1 11 34 1 163 27 191 357 05:30 PM 3 0 2 5 5 111 3 119 20 1 14 35 3 124 26 153 312 05:45 PM 1 1 1 3 9 129 1 139 17 1 9 27 0 111 21 132 301 Total 4 2 6 12 38 533 5 576 83 3 42 128 5 549 105 659 1375 Grand Total 4 2 8 14 77 1106 7 1190 171 4 104 279 8 1230 224 1462 2945 Apprch % 28.6 14.3 57.1 6.5 92.9 0.6 61.3 1.4 37.3 0.5 84.1 15.3 Total % 0.1 0.1 0.3 0.5 2.6 37.6 0.2 40.4 5.8 0.1 3.5 9.5 0.3 41.8 7.6 49.6 Parker Avenue
Southbound
Grant Line Road
Westbound
Parker Avenue
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 14 150 0 164 28 0 15 43 0 179 34 213 420 04:15 PM 0 0 0 0 7 133 0 140 23 0 19 42 2 144 23 169 351 04:30 PM 0 0 1 1 9 131 0 140 19 1 14 34 1 198 41 240 415 04:45 PM 0 0 1 1 9 159 2 170 18 0 14 32 0 160 21 181 384 Total Volume 0 0 2 2 39 573 2 614 88 1 62 151 3 681 119 803 1570 % App. Total 0 0 100 6.4 93.3 0.3 58.3 0.7 41.1 0.4 84.8 14.8 PHF .000 .000 .500 .500 .696 .901 .250 .903 .786 .250 .816 .878 .375 .860 .726 .836 .935 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_TCY_Holly_Kav AM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Holly Drive
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Holly Drive
Southbound
Kavanagh Avenue
Westbound
Holly Drive
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 14 2 17 4 2 0 6 2 23 1 26 2 4 1 7 56
07:15 AM 0 17 2 19 3 3 1 7 6 19 3 28 1 2 18 21 75
07:30 AM 1 27 3 31 6 3 1 10 15 26 2 43 1 0 8 9 93
07:45 AM 0 32 11 43 22 14 1 37 11 29 1 41 4 5 30 39 160 Total 2 90 18 110 35 22 3 60 34 97 7 138 8 11 57 76 384 08:00 AM 2 42 11 55 37 12 4 53 7 24 2 33 3 12 25 40 181 08:15 AM 1 35 3 39 6 2 4 12 8 50 10 68 3 5 14 22 141
08:30 AM 1 25 1 27 1 6 0 7 4 40 3 47 2 5 4 11 92
08:45 AM 1 32 4 37 1 4 0 5 1 31 1 33 2 3 8 13 88
Total 5 134 19 158 45 24 8 77 20 145 16 181 10 25 51 86 502 Grand Total 7 224 37 268 80 46 11 137 54 242 23 319 18 36 108 162 886 Apprch % 2.6 83.6 13.8 58.4 33.6 8 16.9 75.9 7.2 11.1 22.2 66.7 Total % 0.8 25.3 4.2 30.2 9 5.2 1.2 15.5 6.1 27.3 2.6 36 2 4.1 12.2 18.3 Holly Drive
Southbound
Kavanagh Avenue
Westbound
Holly Drive
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 27 3 31 6 3 1 10 15 26 2 43 1 0 8 9 93
07:45 AM 0 32 11 43 22 14 1 37 11 29 1 41 4 5 30 39 160 08:00 AM 2 42 11 55 37 12 4 53 7 24 2 33 3 12 25 40 181 08:15 AM 1 35 3 39 6 2 4 12 8 50 10 68 3 5 14 22 141
Total Volume 4 136 28 168 71 31 10 112 41 129 15 185 11 22 77 110 575 % App. Total 2.4 81 16.7 63.4 27.7 8.9 22.2 69.7 8.1 10 20 70 PHF .500 .810 .636 .764 .480 .554 .625 .528 .683 .645 .375 .680 .688 .458 .642 .688 .794 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_TCY_Holly_Kav PM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Holly Drive
E/W: Kavanagh Avenue
Weather: Clear
Groups Printed- Total Volume
Holly Drive
Southbound
Kavanagh Avenue
Westbound
Holly Drive
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 50 2 52 2 8 4 14 20 54 6 80 6 9 18 33 179
04:15 PM 1 51 5 57 4 5 2 11 7 38 2 47 5 13 25 43 158
04:30 PM 0 49 3 52 1 4 2 7 16 55 2 73 3 4 11 18 150
04:45 PM 3 48 6 57 1 3 1 5 12 45 6 63 5 4 9 18 143
Total 4 198 16 218 8 20 9 37 55 192 16 263 19 30 63 112 630 05:00 PM 1 48 4 53 5 3 1 9 9 56 5 70 2 8 7 17 149
05:15 PM 0 53 5 58 5 8 1 14 9 41 3 53 5 11 12 28 153
05:30 PM 0 44 2 46 6 8 0 14 12 46 4 62 3 11 15 29 151
05:45 PM 2 46 3 51 4 1 2 7 18 61 3 82 10 5 15 30 170
Total 3 191 14 208 20 20 4 44 48 204 15 267 20 35 49 104 623 Grand Total 7 389 30 426 28 40 13 81 103 396 31 530 39 65 112 216 1253 Apprch % 1.6 91.3 7 34.6 49.4 16 19.4 74.7 5.8 18.1 30.1 51.9 Total % 0.6 31 2.4 34 2.2 3.2 1 6.5 8.2 31.6 2.5 42.3 3.1 5.2 8.9 17.2 Holly Drive
Southbound
Kavanagh Avenue
Westbound
Holly Drive
Northbound
Kavanagh Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 50 2 52 2 8 4 14 20 54 6 80 6 9 18 33 179
04:15 PM 1 51 5 57 4 5 2 11 7 38 2 47 5 13 25 43 158
04:30 PM 0 49 3 52 1 4 2 7 16 55 2 73 3 4 11 18 150
04:45 PM 3 48 6 57 1 3 1 5 12 45 6 63 5 4 9 18 143
Total Volume 4 198 16 218 8 20 9 37 55 192 16 263 19 30 63 112 630 % App. Total 1.8 90.8 7.3 21.6 54.1 24.3 20.9 73 6.1 17 26.8 56.2 PHF .333 .971 .667 .956 .500 .625 .563 .661 .688 .873 .667 .822 .792 .577 .630 .651 .880 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_TCY_Holly_GL AM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Holly Drive
E/W: Grant Line Road
Weather: Clear
Groups Printed- Total Volume
Holly Drive
Southbound
Grant Line Road
Westbound
Holly Drive
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 35 42 62 139 11 126 42 179 38 42 14 94 31 88 43 162 574 07:15 AM 24 41 47 112 8 101 15 124 33 38 23 94 25 106 22 153 483 07:30 AM 14 19 17 50 7 82 11 100 30 30 14 74 27 83 10 120 344 07:45 AM 11 16 19 46 4 92 16 112 12 11 9 32 12 76 14 102 292 Total 84 118 145 347 30 401 84 515 113 121 60 294 95 353 89 537 1693 08:00 AM 14 14 14 42 4 62 11 77 11 15 10 36 10 57 11 78 233 08:15 AM 15 19 22 56 7 86 9 102 10 9 6 25 11 59 10 80 263 08:30 AM 9 16 17 42 6 73 9 88 14 13 9 36 19 50 11 80 246 08:45 AM 10 15 13 38 5 98 13 116 13 17 6 36 6 68 14 88 278 Total 48 64 66 178 22 319 42 383 48 54 31 133 46 234 46 326 1020 Grand Total 132 182 211 525 52 720 126 898 161 175 91 427 141 587 135 863 2713 Apprch % 25.1 34.7 40.2 5.8 80.2 14 37.7 41 21.3 16.3 68 15.6 Total % 4.9 6.7 7.8 19.4 1.9 26.5 4.6 33.1 5.9 6.5 3.4 15.7 5.2 21.6 5 31.8 Holly Drive
Southbound
Grant Line Road
Westbound
Holly Drive
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 35 42 62 139 11 126 42 179 38 42 14 94 31 88 43 162 574 07:15 AM 24 41 47 112 8 101 15 124 33 38 23 94 25 106 22 153 483 07:30 AM 14 19 17 50 7 82 11 100 30 30 14 74 27 83 10 120 344 07:45 AM 11 16 19 46 4 92 16 112 12 11 9 32 12 76 14 102 292 Total Volume 84 118 145 347 30 401 84 515 113 121 60 294 95 353 89 537 1693 % App. Total 24.2 34 41.8 5.8 77.9 16.3 38.4 41.2 20.4 17.7 65.7 16.6 PHF .600 .702 .585 .624 .682 .796 .500 .719 .743 .720 .652 .782 .766 .833 .517 .829 .737 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_TCY_Holly_GL PM
Site Code : 00323244
Start Date : 3/16/2023
Page No : 1
City of Tracy
N/S: Holly Drive
E/W: Grant Line Road
Weather: Clear
Groups Printed- Total Volume
Holly Drive
Southbound
Grant Line Road
Westbound
Holly Drive
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 22 28 7 57 14 131 20 165 16 35 14 65 22 136 22 180 467 04:15 PM 29 34 16 79 9 97 19 125 18 27 9 54 15 132 20 167 425 04:30 PM 16 27 19 62 9 97 24 130 17 25 13 55 21 178 18 217 464 04:45 PM 21 33 22 76 19 101 27 147 19 37 11 67 21 116 20 157 447 Total 88 122 64 274 51 426 90 567 70 124 47 241 79 562 80 721 1803 05:00 PM 21 29 22 72 14 140 16 170 14 26 16 56 24 119 20 163 461 05:15 PM 18 23 15 56 11 113 18 142 19 30 14 63 14 126 15 155 416 05:30 PM 18 25 9 52 10 74 12 96 16 31 10 57 19 122 20 161 366 05:45 PM 17 25 10 52 11 95 17 123 27 20 12 59 23 97 18 138 372 Total 74 102 56 232 46 422 63 531 76 107 52 235 80 464 73 617 1615 Grand Total 162 224 120 506 97 848 153 1098 146 231 99 476 159 1026 153 1338 3418 Apprch % 32 44.3 23.7 8.8 77.2 13.9 30.7 48.5 20.8 11.9 76.7 11.4 Total % 4.7 6.6 3.5 14.8 2.8 24.8 4.5 32.1 4.3 6.8 2.9 13.9 4.7 30 4.5 39.1 Holly Drive
Southbound
Grant Line Road
Westbound
Holly Drive
Northbound
Grant Line Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 22 28 7 57 14 131 20 165 16 35 14 65 22 136 22 180 467 04:15 PM 29 34 16 79 9 97 19 125 18 27 9 54 15 132 20 167 425 04:30 PM 16 27 19 62 9 97 24 130 17 25 13 55 21 178 18 217 464 04:45 PM 21 33 22 76 19 101 27 147 19 37 11 67 21 116 20 157 447 Total Volume 88 122 64 274 51 426 90 567 70 124 47 241 79 562 80 721 1803 % App. Total 32.1 44.5 23.4 9 75.1 15.9 29 51.5 19.5 11 77.9 11.1 PHF .759 .897 .727 .867 .671 .813 .833 .859 .921 .838 .839 .899 .898 .789 .909 .831 .965 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
HCM 6th Signalized Intersection Summary Existing AM.syn 1: Tracy Blvd & Kavanagh Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 106 32 79 40 72 32 46 548 37 27 624 103 Future Volume (veh/h) 106 32 79 40 72 32 46 548 37 27 624 103 Initial Q (Qb), veh 000000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 112 34 83 42 76 34 48 577 39 28 657 108 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, % 222222222222
Cap, veh/h 259 67 113 170 205 77 91 1525 103 59 1325 217 Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.45 0.45 0.03 0.43 0.43 Sat Flow, veh/h 671 338 574 315 1039 390 1781 3378 228 1781 3055 502 Grp Volume(v), veh/h 229 0 0 152 0 0 48 303 313 28 382 383 Grp Sat Flow(s),veh/h/ln 1583 0 0 1744 0 0 1781 1777 1829 1781 1777 1780 Q Serve(g_s), s 2.3 0.0 0.0 0.0 0.0 0.0 1.1 4.8 4.8 0.7 6.6 6.6 Cycle Q Clear(g_c), s 5.5 0.0 0.0 3.1 0.0 0.0 1.1 4.8 4.8 0.7 6.6 6.6 Prop In Lane 0.49 0.36 0.28 0.22 1.00 0.12 1.00 0.28
Lane Grp Cap(c), veh/h 439 0 0 453 0 0 91 802 826 59 770 772 V/C Ratio(X) 0.52 0.00 0.00 0.34 0.00 0.00 0.53 0.38 0.38 0.47 0.50 0.50 Avail Cap(c_a), veh/h 768 0 0 815 0 0 214 802 826 210 770 772 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.7 0.0 0.0 14.9 0.0 0.0 19.6 7.7 7.7 20.2 8.7 8.7 Incr Delay (d2), s/veh 1.0 0.0 0.0 0.4 0.0 0.0 4.7 1.4 1.3 5.8 2.3 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 0.0 1.2 0.0 0.0 0.5 1.6 1.7 0.3 2.3 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.7 0.0 0.0 15.4 0.0 0.0 24.4 9.1 9.0 26.0 10.9 11.0 LnGrp LOS BAABAACAACBB
Approach Vol, veh/h 229 152 664 793
Approach Delay, s/veh 16.7 15.4 10.2 11.5
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.9 23.7 12.9 6.7 22.9 12.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 18.5 18.0 5.1 18.4 18.0 Max Q Clear Time (g_c+I1), s 2.7 6.8 7.5 3.1 8.6 5.1
Green Ext Time (p_c), s 0.0 2.9 1.0 0.0 3.4 0.6
Intersection Summary
HCM 6th Ctrl Delay 12.0
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Existing AM.syn 2: Tracy Blvd & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 134 425 110 132 526 91 172 424 141 80 495 153 Future Volume (veh/h) 134 425 110 132 526 91 172 424 141 80 495 153 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 141 447 116 139 554 96 181 446 148 84 521 161 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 22222222222
Cap, veh/h 176 637 164 173 685 118 222 909 299 108 755 232 Arrive On Green 0.10 0.23 0.23 0.10 0.23 0.23 0.12 0.35 0.35 0.06 0.28 0.28 Sat Flow, veh/h 1781 2797 720 1781 3030 523 1781 2627 864 1781 2676 823 Grp Volume(v), veh/h 141 283 280 139 324 326 181 300 294 84 345 337 Grp Sat Flow(s),veh/h/ln1781 1777 1741 1781 1777 1776 1781 1777 1715 1781 1777 1722 Q Serve(g_s), s 5.2 9.8 9.9 5.1 11.6 11.6 6.6 8.9 9.0 3.1 11.6 11.7 Cycle Q Clear(g_c), s 5.2 9.8 9.9 5.1 11.6 11.6 6.6 8.9 9.0 3.1 11.6 11.7 Prop In Lane 1.00 0.41 1.00 0.29 1.00 0.50 1.00 0.48
Lane Grp Cap(c), veh/h 176 404 396 173 402 402 222 615 593 108 501 486 V/C Ratio(X) 0.80 0.70 0.71 0.80 0.81 0.81 0.82 0.49 0.49 0.78 0.69 0.69 Avail Cap(c_a), veh/h 176 480 470 173 477 477 226 615 593 160 501 486 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.6 23.8 23.8 29.6 24.5 24.6 28.6 17.2 17.3 31.0 21.4 21.5 Incr Delay (d2), s/veh 23.0 3.6 3.9 23.4 8.5 8.8 20.0 2.8 2.9 13.4 7.5 7.9 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 3.2 4.1 4.1 3.2 5.3 5.4 3.9 3.8 3.8 1.7 5.5 5.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.6 27.3 27.7 53.0 33.0 33.3 48.6 20.0 20.2 44.4 28.9 29.4 LnGrp LOS D CCDCCDBCDCC
Approach Vol, veh/h 704 789 775 766
Approach Delay, s/veh 32.5 36.7 26.8 30.8
Approach LOS CDCC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.6 27.7 11.0 19.7 12.8 23.4 11.1 19.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.0 21.4 6.5 18.1 8.5 18.9 6.6 18.0 Max Q Clear Time (g_c+I1), s 5.1 11.0 7.1 11.9 8.6 13.7 7.2 13.6 Green Ext Time (p_c), s 0.0 2.7 0.0 1.7 0.0 2.0 0.0 1.5 Intersection Summary
HCM 6th Ctrl Delay 31.7
HCM 6th LOS C
HCM 6th AWSC Existing AM.syn
3: Kavanagh Ave & Buthman Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM.syn Synchro 11 Report

Intersection
Intersection Delay, s/veh 8.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 72 10 37 95 11 13 48 60 17 55 28
Future Vol, veh/h 18 72 10 37 95 11 13 48 60 17 55 28
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 Heavy Vehicles, % 2 22222222222
Mvmt Flow 19 76 11 39 100 12 14 51 63 18 58 29
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.4 8.7 8.2 8.3

HCM LOS A A A A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 11% 18% 26% 17%
Vol Thru, % 40% 72% 66% 55%
Vol Right, % 50% 10% 8% 28%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 121 100 143 100
LT Vol 13 18 37 17
Through Vol 48 72 95 55
RT Vol 60 10 11 28
Lane Flow Rate 127 105 151 105
Geometry Grp 1111
Degree of Util (X) 0.155 0.135 0.192 0.133
Departure Headway (Hd) 4.383 4.616 4.592 4.547
Convergence, Y/N Yes Yes Yes Yes
Cap 818 776 781 788
Service Time 2.412 2.648 2.622 2.577
HCM Lane V/C Ratio 0.155 0.135 0.193 0.133
HCM Control Delay 8.2 8.4 8.7 8.3
HCM Lane LOS AAAA
HCM 95th-tile Q 0.5 0.5 0.7 0.5
HCM 6th TWSC Existing AM.syn
4: Grant Line Rd & Buthmann Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM.syn Synchro 11 Report

Intersection
Int Delay, s/veh 1.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 66 592 729 69 47 77
Future Vol, veh/h 66 592 729 69 47 77
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 0 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 69 623 767 73 49 81

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 840 0 - 0 1254 420
Stage 1 - - - - 804 -
Stage 2 - - - - 450 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 791 - - - 164 582
Stage 1 - - - - 401 -
Stage 2 - - - - 609 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 791 - - - 150 582
Mov Cap-2 Maneuver - - - - 271 -
Stage 1 - - - - 366 -
Stage 2 - - - - 609 -

Approach EB WB SB
HCM Control Delay, s 1 0 18

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 791 - - - 406
HCM Lane V/C Ratio 0.088 - - - 0.321
HCM Control Delay (s) 10 - - - 18
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0.3 - - - 1.4
HCM 6th TWSC Existing AM.syn
5: Kavanagh Ave & Coventry Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM.syn Synchro 11 Report

Intersection
Int Delay, s/veh 0.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 4 145 133 0 4 7
Future Vol, veh/h 4 145 133 0 4 7
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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 22222
Mvmt Flow 4 153 140 0 4 7

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 140 0 - 0 301 140
Stage 1 - - - - 140 -
Stage 2 - - - - 161 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1443 - - - 691 908
Stage 1 - - - - 887 -
Stage 2 - - - - 868 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1443 - - - 689 908
Mov Cap-2 Maneuver - - - - 689 -
Stage 1 - - - - 884 -
Stage 2 - - - - 868 -

Approach EB WB SB
HCM Control Delay, s 0.2 0 9.5

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1443 - - - 814
HCM Lane V/C Ratio 0.003 - - - 0.014
HCM Control Delay (s) 7.5 0 - - 9.5
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
HCM 6th TWSC Existing AM.syn
6: Kavanagh Ave & Dovenshire Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM.syn Synchro 11 Report

Intersection
Int Delay, s/veh 0.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 153 125 2 4 4
Future Vol, veh/h 1 153 125 2 4 4
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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 22222
Mvmt Flow 1 161 132 2 4 4

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 134 0 - 0 296 133
Stage 1 - - - - 133 -
Stage 2 - - - - 163 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1451 - - - 695 916
Stage 1 - - - - 893 -
Stage 2 - - - - 866 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1451 - - - 694 916
Mov Cap-2 Maneuver - - - - 694 -
Stage 1 - - - - 892 -
Stage 2 - - - - 866 -

Approach EB WB SB
HCM Control Delay, s 0 0 9.6

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1451 - - - 790
HCM Lane V/C Ratio 0.001 - - - 0.011
HCM Control Delay (s) 7.5 0 - - 9.6
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
HCM 6th TWSC Existing AM.syn
7: Kavanagh Ave & Elsinore Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM.syn Synchro 11 Report

Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 13 127 6 0 109 5103509
Future Vol, veh/h 13 127 6 0 109 5103509
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 22222222222
Mvmt Flow 14 134 6 0 115 5103509

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 120 0 0 140 0 0 287 285 137 285 286 118 Stage 1 - ----- 1 6 5 1 6 5- 1 1 8 1 1 8-
Stage 2 - ----- 1 2 2 1 2 0- 1 6 7 1 6 8-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1468 - - 1443 - - 665 624 911 667 623 934 Stage 1 - ----- 8 3 7 7 6 2- 8 8 7 7 9 8-
Stage 2 - ----- 8 8 2 7 9 6- 8 3 5 7 5 9-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1468 - - 1443 - - 653 618 911 660 617 934 Mov Cap-2 Maneuver - ----- 6 5 3 6 1 8- 6 6 0 6 1 7-
Stage 1 - ----- 8 2 9 7 5 4- 8 7 8 7 9 8-
Stage 2 - ----- 8 7 3 7 9 6- 8 2 4 7 5 1-

Approach EB WB NB SB
HCM Control Delay, s 0.7 0 9.4 9.5

HCM LOS A A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 829 1468 - - 1443 - - 813
HCM Lane V/C Ratio 0.005 0.009 ----- 0.018
HCM Control Delay (s) 9.4 7.5 0 - 0 - - 9.5
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1
HCM 6th Signalized Intersection Summary Existing AM.syn 8: Parker Ave & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 484 56 35 615 6 76 2 40 1 1 2 Future Volume (veh/h) 14 484 56 35 615 6 76 2 40 1 1 2
Initial Q (Qb), veh 000000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 15 509 59 37 647 6 80 2 42 1 1 2
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, % 222222222222
Cap, veh/h 32 650 75 64 797 7 476 19 408 440 137 275
Arrive On Green 0.02 0.20 0.20 0.04 0.22 0.22 0.27 0.27 0.27 0.25 0.25 0.25 Sat Flow, veh/h 1781 3210 371 1781 3608 33 1781 73 1524 1781 557 1113 Grp Volume(v), veh/h 15 281 287 37 319 334 80 0 44 1 0 3 Grp Sat Flow(s),veh/h/ln 1781 1777 1804 1781 1777 1864 1781 0 1596 1781 0 1670 Q Serve(g_s), s 0.6 10.9 11.0 1.5 12.4 12.4 2.5 0.0 1.5 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.6 10.9 11.0 1.5 12.4 12.4 2.5 0.0 1.5 0.0 0.0 0.1 Prop In Lane 1.00 0.21 1.00 0.02 1.00 0.95 1.00 0.67
Lane Grp Cap(c), veh/h 32 360 365 64 392 412 476 0 427 440 0 412 V/C Ratio(X) 0.47 0.78 0.79 0.57 0.81 0.81 0.17 0.00 0.10 0.00 0.00 0.01 Avail Cap(c_a), veh/h 122 463 470 134 475 499 476 0 427 440 0 412 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.5 27.5 27.6 34.6 27.0 27.0 20.5 0.0 20.1 20.7 0.0 20.7 Incr Delay (d2), s/veh 10.3 6.4 6.6 7.8 8.7 8.3 0.8 0.0 0.5 0.0 0.0 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 4.9 5.0 0.8 5.8 6.0 1.1 0.0 0.6 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.7 33.9 34.1 42.4 35.7 35.3 21.2 0.0 20.6 20.7 0.0 20.7 LnGrp LOS DCCDDDCACCAC
Approach Vol, veh/h 583 690 124 4
Approach Delay, s/veh 34.3 35.9 21.0 20.7
Approach LOS CDCC
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 24.0 7.1 19.3 22.5 5.8 20.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 5.5 19.0 18.0 5.0 19.5 Max Q Clear Time (g_c+I1), s 4.5 3.5 13.0 2.1 2.6 14.4
Green Ext Time (p_c), s 0.4 0.0 1.6 0.0 0.0 1.7
Intersection Summary
HCM 6th Ctrl Delay 33.9
HCM 6th LOS C
HCM 6th AWSC Existing AM.syn
9: Holly Drive & Kavanagh Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM.syn Synchro 11 Report

Intersection
Intersection Delay, s/veh 9.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 22 77 71 31 10 41 129 15 4 136 28 Future Vol, veh/h 11 22 77 71 31 10 41 129 15 4 136 28
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 Heavy Vehicles, % 2 22222222222
Mvmt Flow 12 23 81 75 33 11 43 136 16 4 143 29
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.4 9.1 9.4 9.1

HCM LOS A A A A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 22% 10% 63% 2%
Vol Thru, % 70% 20% 28% 81%
Vol Right, % 8% 70% 9% 17%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 185 110 112 168
LT Vol 41 11 71 4
Through Vol 129 22 31 136
RT Vol 15 77 10 28
Lane Flow Rate 195 116 118 177
Geometry Grp 1111
Degree of Util (X) 0.254 0.147 0.164 0.228
Departure Headway (Hd) 4.699 4.56 5.018 4.633
Convergence, Y/N Yes Yes Yes Yes
Cap 761 782 711 771
Service Time 2.749 2.615 3.074 2.683
HCM Lane V/C Ratio 0.256 0.148 0.166 0.23
HCM Control Delay 9.4 8.4 9.1 9.1
HCM Lane LOS AAAA
HCM 95th-tile Q 1 0.5 0.6 0.9
HCM 6th Signalized Intersection Summary Existing AM.syn 10: Holly Drive & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 95 353 89 30 401 84 113 121 60 84 118 145 Future Volume (veh/h) 95 353 89 30 401 84 113 121 60 84 118 145 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 100 372 94 32 422 88 119 127 63 88 124 153 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 22222222222
Cap, veh/h 128 674 168 62 593 123 152 643 545 117 607 515 Arrive On Green 0.07 0.24 0.24 0.03 0.20 0.20 0.09 0.34 0.34 0.07 0.32 0.32 Sat Flow, veh/h 1781 2817 704 1781 2932 606 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 100 233 233 32 254 256 119 127 63 88 124 153 Grp Sat Flow(s),veh/h/ln1781 1777 1744 1781 1777 1761 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 3.1 6.5 6.7 1.0 7.6 7.7 3.7 2.7 1.5 2.8 2.7 4.1 Cycle Q Clear(g_c), s 3.1 6.5 6.7 1.0 7.6 7.7 3.7 2.7 1.5 2.8 2.7 4.1 Prop In Lane 1.00 0.40 1.00 0.34 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 128 425 417 62 360 356 152 643 545 117 607 515 V/C Ratio(X) 0.78 0.55 0.56 0.52 0.71 0.72 0.78 0.20 0.12 0.75 0.20 0.30 Avail Cap(c_a), veh/h 156 561 551 156 561 556 172 643 545 156 607 515 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.0 19.0 19.0 27.0 21.2 21.2 25.5 13.2 12.8 26.1 13.9 14.4 Incr Delay (d2), s/veh 18.5 1.1 1.2 6.5 2.6 2.7 18.6 0.7 0.4 12.9 0.8 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 2.5 2.5 0.5 3.0 3.0 2.3 1.2 0.5 1.5 1.2 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.5 20.1 20.2 33.5 23.7 23.9 44.1 13.8 13.2 39.1 14.7 15.9 LnGrp LOS D CCCCCDBBDBB
Approach Vol, veh/h 566 542 309 365
Approach Delay, s/veh 24.4 24.4 25.4 21.1
Approach LOS CCCC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.3 24.1 6.5 18.1 9.4 23.0 8.6 16.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 19.0 5.0 18.0 5.5 18.5 5.0 18.0 Max Q Clear Time (g_c+I1), s 4.8 4.7 3.0 8.7 5.7 6.1 5.1 9.7 Green Ext Time (p_c), s 0.0 0.7 0.0 1.8 0.0 0.9 0.0 1.8 Intersection Summary
HCM 6th Ctrl Delay 23.9
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Existing PM.syn 1: Tracy Blvd & Kavanagh Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 126 41 67 28 54 44 48 817 25 40 747 130 Future Volume (veh/h) 126 41 67 28 54 44 48 817 25 40 747 130 Initial Q (Qb), veh 000000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 133 43 71 29 57 46 51 860 26 42 786 137 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, % 222222222222
Cap, veh/h 270 73 92 136 188 124 91 1660 50 79 1406 245 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.05 0.47 0.47 0.04 0.46 0.46 Sat Flow, veh/h 756 356 448 220 914 606 1781 3522 106 1781 3025 527 Grp Volume(v), veh/h 247 0 0 132 0 0 51 434 452 42 462 461 Grp Sat Flow(s),veh/h/ln 1560 0 0 1740 0 0 1781 1777 1851 1781 1777 1775 Q Serve(g_s), s 3.9 0.0 0.0 0.0 0.0 0.0 1.4 8.3 8.3 1.1 9.1 9.1 Cycle Q Clear(g_c), s 7.0 0.0 0.0 3.1 0.0 0.0 1.4 8.3 8.3 1.1 9.1 9.1 Prop In Lane 0.54 0.29 0.22 0.35 1.00 0.06 1.00 0.30
Lane Grp Cap(c), veh/h 435 0 0 448 0 0 91 837 873 79 826 825 V/C Ratio(X) 0.57 0.00 0.00 0.29 0.00 0.00 0.56 0.52 0.52 0.53 0.56 0.56 Avail Cap(c_a), veh/h 690 0 0 732 0 0 202 837 873 202 826 825 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.9 0.0 0.0 16.5 0.0 0.0 22.4 9.0 9.0 22.6 9.4 9.4 Incr Delay (d2), s/veh 1.2 0.0 0.0 0.4 0.0 0.0 5.3 2.3 2.2 5.4 2.7 2.7 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 2.5 0.0 0.0 1.2 0.0 0.0 0.7 3.0 3.1 0.5 3.3 3.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.1 0.0 0.0 16.9 0.0 0.0 27.7 11.2 11.2 28.0 12.1 12.1 LnGrp LOS BAABAACBBCBB
Approach Vol, veh/h 247 132 937 965
Approach Delay, s/veh 19.1 16.9 12.1 12.8
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.7 27.3 14.4 7.0 27.0 14.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.5 22.5 18.5 5.5 22.5 18.5 Max Q Clear Time (g_c+I1), s 3.1 10.3 9.0 3.4 11.1 5.1
Green Ext Time (p_c), s 0.0 4.5 1.0 0.0 4.6 0.5
Intersection Summary
HCM 6th Ctrl Delay 13.4
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Existing PM.syn 2: Tracy Blvd & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 199 613 161 139 473 166 181 584 118 150 495 174 Future Volume (veh/h) 199 613 161 139 473 166 181 584 118 150 495 174 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 209 645 169 146 498 175 191 615 124 158 521 183 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 22222222222
Cap, veh/h 250 728 191 182 577 202 231 854 172 195 696 243 Arrive On Green 0.14 0.26 0.26 0.10 0.22 0.22 0.13 0.29 0.29 0.11 0.27 0.27 Sat Flow, veh/h 1781 2787 729 1781 2582 902 1781 2947 593 1781 2582 903 Grp Volume(v), veh/h 209 411 403 146 342 331 191 370 369 158 358 346 Grp Sat Flow(s),veh/h/ln1781 1777 1739 1781 1777 1708 1781 1777 1764 1781 1777 1708 Q Serve(g_s), s 8.7 16.9 16.9 6.1 14.0 14.2 7.9 14.2 14.3 6.6 14.0 14.1 Cycle Q Clear(g_c), s 8.7 16.9 16.9 6.1 14.0 14.2 7.9 14.2 14.3 6.6 14.0 14.1 Prop In Lane 1.00 0.42 1.00 0.53 1.00 0.34 1.00 0.53
Lane Grp Cap(c), veh/h 250 464 454 182 397 381 231 515 511 195 479 461 V/C Ratio(X) 0.84 0.89 0.89 0.80 0.86 0.87 0.83 0.72 0.72 0.81 0.75 0.75 Avail Cap(c_a), veh/h 293 487 477 228 421 405 270 515 511 223 479 461 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.8 26.9 27.0 33.3 28.3 28.4 32.2 24.2 24.2 33.0 25.3 25.4 Incr Delay (d2), s/veh 16.5 17.0 17.5 15.0 15.8 17.2 16.7 8.4 8.5 17.7 10.2 10.8 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 4.6 8.7 8.6 3.2 7.2 7.2 4.4 6.9 6.9 3.7 7.0 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.3 43.9 44.5 48.3 44.2 45.6 48.9 32.6 32.7 50.8 35.5 36.2 LnGrp LOS D DDDDDDCCDDD
Approach Vol, veh/h 1023 819 930 862
Approach Delay, s/veh 45.0 45.5 36.0 38.6
Approach LOS DDDD
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 12.8 26.5 12.3 24.3 14.3 25.0 15.1 21.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 22.0 9.7 20.8 11.5 20.0 12.5 18.0 Max Q Clear Time (g_c+I1), s 8.6 16.3 8.1 18.9 9.9 16.1 10.7 16.2 Green Ext Time (p_c), s 0.0 2.3 0.1 0.9 0.1 1.6 0.1 0.7 Intersection Summary
HCM 6th Ctrl Delay 41.3
HCM 6th LOS D
HCM 6th AWSC Existing PM.syn
3: Kavanagh Ave & Buthman Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM.syn Synchro 11 Report

Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 23 76 16 19 57 8 25 57 31 9 43 17
Future Vol, veh/h 23 76 16 19 57 8 25 57 31 9 43 17
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 Heavy Vehicles, % 2 22222222222
Mvmt Flow 24 80 17 20 60 8 26 60 33 9 45 18
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.2 8.1 8.1 7.9

HCM LOS A A A A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 22% 20% 23% 13%
Vol Thru, % 50% 66% 68% 62%
Vol Right, % 27% 14% 10% 25%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 113 115 84 69
LT Vol 25 23 19 9
Through Vol 57 76 57 43
RT Vol 31 16 8 17
Lane Flow Rate 119 121 88 73
Geometry Grp 1111
Degree of Util (X) 0.145 0.149 0.11 0.089
Departure Headway (Hd) 4.377 4.426 4.493 4.427
Convergence, Y/N Yes Yes Yes Yes
Cap 821 812 799 811
Service Time 2.395 2.444 2.513 2.447
HCM Lane V/C Ratio 0.145 0.149 0.11 0.09
HCM Control Delay 8.1 8.2 8.1 7.9
HCM Lane LOS AAAA
HCM 95th-tile Q 0.5 0.5 0.4 0.3
HCM 6th TWSC Existing PM.syn
4: Grant Line Rd & Buthmann Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM.syn Synchro 11 Report

Intersection
Int Delay, s/veh 1.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 59 827 676 47 39 90
Future Vol, veh/h 59 827 676 47 39 90
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 0 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 62 871 712 49 41 95

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 761 0 - 0 1297 381
Stage 1 - - - - 737 -
Stage 2 - - - - 560 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 847 - - - 154 617
Stage 1 - - - - 434 -
Stage 2 - - - - 535 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 847 - - - 143 617
Mov Cap-2 Maneuver - - - - 273 -
Stage 1 - - - - 402 -
Stage 2 - - - - 535 -

Approach EB WB SB
HCM Control Delay, s 0.6 0 16.5

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 847 - - - 447
HCM Lane V/C Ratio 0.073 - - - 0.304
HCM Control Delay (s) 9.6 - - - 16.5
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0.2 - - - 1.3
HCM 6th TWSC Existing PM.syn
5: Kavanagh Ave & Coventry Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM.syn Synchro 11 Report

Intersection
Int Delay, s/veh 0.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 3 101 75 2 3 4
Future Vol, veh/h 3 101 75 2 3 4
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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 22222
Mvmt Flow 3 106 79 2 3 4

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 81 0 - 0 192 80
Stage 1 - - - - 80 -
Stage 2 - - - - 112 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1517 - - - 797 980
Stage 1 - - - - 943 -
Stage 2 - - - - 913 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1517 - - - 795 980
Mov Cap-2 Maneuver - - - - 795 -
Stage 1 - - - - 941 -
Stage 2 - - - - 913 -

Approach EB WB SB
HCM Control Delay, s 0.2 0 9.1

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1517 - - - 891
HCM Lane V/C Ratio 0.002 - - - 0.008
HCM Control Delay (s) 7.4 0 - - 9.1
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
HCM 6th TWSC Existing PM.syn
6: Kavanagh Ave & Dovenshire Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM.syn Synchro 11 Report

Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 107 77 6 1 1
Future Vol, veh/h 2 107 77 6 1 1
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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 22222
Mvmt Flow 2 113 81 6 1 1

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 87 0 - 0 201 84
Stage 1 - - - - 84 -
Stage 2 - - - - 117 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1509 - - - 788 975
Stage 1 - - - - 939 -
Stage 2 - - - - 908 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1509 - - - 787 975
Mov Cap-2 Maneuver - - - - 787 -
Stage 1 - - - - 938 -
Stage 2 - - - - 908 -

Approach EB WB SB
HCM Control Delay, s 0.1 0 9.1

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1509 - - - 871
HCM Lane V/C Ratio 0.001 - - - 0.002
HCM Control Delay (s) 7.4 0 - - 9.1
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
HCM 6th TWSC Existing PM.syn
7: Kavanagh Ave & Elsinore Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM.syn Synchro 11 Report

Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 112 1 0 81 4000315
Future Vol, veh/h 2 112 1 0 81 4000315
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 22222222222
Mvmt Flow 2 118 1 0 85 4000315

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 89 0 0 119 0 0 213 212 119 210 210 87 Stage 1 - ----- 1 2 3 1 2 3- 8 7 8 7-
Stage 2 - ----- 9 0 8 9- 1 2 3 1 2 3-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1506 - - 1469 - - 744 685 933 747 687 971 Stage 1 - ----- 8 8 1 7 9 4- 9 2 1 8 2 3-
Stage 2 - ----- 9 1 7 8 2 1- 8 8 1 7 9 4-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1506 - - 1469 - - 739 684 933 746 686 971 Mov Cap-2 Maneuver - ----- 7 3 9 6 8 4- 7 4 6 6 8 6-
Stage 1 - ----- 8 8 0 7 9 3- 9 2 0 8 2 3-
Stage 2 - ----- 9 1 1 8 2 1- 8 8 0 7 9 3-

Approach EB WB NB SB
HCM Control Delay, s 0.1 0 0 9.3

HCM LOS A A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1506 - - 1469 - - 847
HCM Lane V/C Ratio - 0.001 ----- 0.011
HCM Control Delay (s) 0 7.4 0 - 0 - - 9.3
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - 0
HCM 6th Signalized Intersection Summary Existing PM.syn 8: Parker Ave & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 681 119 39 573 2 88 1 62 0 0 2 Future Volume (veh/h) 3 681 119 39 573 2 88 1 62 0 0 2
Initial Q (Qb), veh 000000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 3 717 125 41 603 2 93 1 65 0 0 2
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, % 222222222222
Cap, veh/h 7 788 137 67 1069 4 423 6 371 414 0 368
Arrive On Green 0.00 0.26 0.26 0.04 0.29 0.29 0.24 0.24 0.24 0.00 0.00 0.23 Sat Flow, veh/h 1781 3025 527 1781 3633 12 1781 24 1565 1781 0 1585 Grp Volume(v), veh/h 3 421 421 41 295 310 93 0 66 0 0 2 Grp Sat Flow(s),veh/h/ln 1781 1777 1775 1781 1777 1868 1781 0 1589 1781 0 1585 Q Serve(g_s), s 0.1 17.8 17.8 1.8 10.9 10.9 3.3 0.0 2.6 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.1 17.8 17.8 1.8 10.9 10.9 3.3 0.0 2.6 0.0 0.0 0.1 Prop In Lane 1.00 0.30 1.00 0.01 1.00 0.98 1.00 1.00
Lane Grp Cap(c), veh/h 7 463 462 67 523 550 423 0 377 414 0 368 V/C Ratio(X) 0.42 0.91 0.91 0.61 0.56 0.56 0.22 0.00 0.18 0.00 0.00 0.01 Avail Cap(c_a), veh/h 115 470 470 117 523 550 423 0 377 414 0 368 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 38.5 27.8 27.8 36.7 23.2 23.2 23.8 0.0 23.5 0.0 0.0 22.9 Incr Delay (d2), s/veh 34.3 21.5 21.6 8.6 1.4 1.3 1.2 0.0 1.0 0.0 0.0 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 9.7 9.7 0.9 4.4 4.6 1.5 0.0 1.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.8 49.3 49.4 45.3 24.6 24.5 25.0 0.0 24.5 0.0 0.0 22.9 LnGrp LOS E DDDCCCACAAC
Approach Vol, veh/h 845 646 159 2
Approach Delay, s/veh 49.4 25.8 24.8 22.9
Approach LOS DCCC
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 22.9 7.4 24.7 22.5 4.8 27.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.4 5.1 20.5 18.0 5.0 20.6 Max Q Clear Time (g_c+I1), s 5.3 3.8 19.8 2.1 2.1 12.9
Green Ext Time (p_c), s 0.5 0.0 0.4 0.0 0.0 2.1
Intersection Summary
HCM 6th Ctrl Delay 37.8
HCM 6th LOS D
HCM 6th AWSC Existing PM.syn
9: Holly Drive & Kavanagh Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM.syn Synchro 11 Report

Intersection
Intersection Delay, s/veh 9.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 19 30 63 8 20 9 55 192 16 4 198 16
Future Vol, veh/h 19 30 63 8 20 9 55 192 16 4 198 16
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 Heavy Vehicles, % 2 22222222222
Mvmt Flow 20 32 66 8 21 9 58 202 17 4 208 17
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.8 8.5 10.1 9.5

HCM LOS A A B A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 21% 17% 22% 2%
Vol Thru, % 73% 27% 54% 91%
Vol Right, % 6% 56% 24% 7%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 263 112 37 218
LT Vol 55 19 8 4
Through Vol 192 30 20 198
RT Vol 16 63 9 16
Lane Flow Rate 277 118 39 229
Geometry Grp 1111
Degree of Util (X) 0.353 0.158 0.056 0.293
Departure Headway (Hd) 4.586 4.835 5.153 4.594
Convergence, Y/N Yes Yes Yes Yes
Cap 783 738 691 780
Service Time 2.627 2.89 3.217 2.637
HCM Lane V/C Ratio 0.354 0.16 0.056 0.294
HCM Control Delay 10.1 8.8 8.5 9.5
HCM Lane LOS BAAA
HCM 95th-tile Q 1.6 0.6 0.2 1.2
HCM 6th Signalized Intersection Summary Existing PM.syn 10: Holly Drive & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 562 80 51 426 90 70 124 47 88 122 64 Future Volume (veh/h) 79 562 80 51 426 90 70 124 47 88 122 64 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 83 592 84 54 448 95 74 131 49 93 128 67 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 22222222222
Cap, veh/h 114 768 109 90 678 143 107 605 513 120 618 524 Arrive On Green 0.06 0.25 0.25 0.05 0.23 0.23 0.06 0.32 0.32 0.07 0.33 0.33 Sat Flow, veh/h 1781 3125 442 1781 2921 615 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 83 336 340 54 271 272 74 131 49 93 128 67 Grp Sat Flow(s),veh/h/ln1781 1777 1791 1781 1777 1760 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 2.6 10.1 10.2 1.7 8.0 8.1 2.3 2.9 1.2 3.0 2.8 1.7 Cycle Q Clear(g_c), s 2.6 10.1 10.2 1.7 8.0 8.1 2.3 2.9 1.2 3.0 2.8 1.7 Prop In Lane 1.00 0.25 1.00 0.35 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 114 436 440 90 412 408 107 605 513 120 618 524 V/C Ratio(X) 0.73 0.77 0.77 0.60 0.66 0.67 0.69 0.22 0.10 0.78 0.21 0.13 Avail Cap(c_a), veh/h 155 557 561 155 557 551 155 605 513 170 618 524 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.4 20.2 20.2 26.7 20.0 20.0 26.5 14.1 13.6 26.4 13.8 13.4 Incr Delay (d2), s/veh 10.7 5.0 5.1 6.4 1.8 1.9 7.6 0.8 0.4 13.2 0.8 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 4.2 4.3 0.8 3.1 3.1 1.2 1.3 0.4 1.6 1.2 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.1 25.2 25.3 33.1 21.8 21.9 34.1 15.0 13.9 39.6 14.6 13.9 LnGrp LOS D CCCCCCBBDBB
Approach Vol, veh/h 759 597 254 288
Approach Delay, s/veh 26.5 22.9 20.3 22.5
Approach LOS CCCC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.4 23.1 7.4 18.6 8.0 23.5 8.2 17.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 18.5 5.0 18.0 5.0 19.0 5.0 18.0 Max Q Clear Time (g_c+I1), s 5.0 4.9 3.7 12.2 4.3 4.8 4.6 10.1 Green Ext Time (p_c), s 0.0 0.7 0.0 2.0 0.0 0.7 0.0 1.9 Intersection Summary
HCM 6th Ctrl Delay 23.9
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Existing AM Plus Project.syn 1: Tracy Blvd & Kavanagh Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM Plus Project.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 106 36 79 40 73 33 46 552 38 29 632 103 Future Volume (veh/h) 106 36 79 40 73 33 46 552 38 29 632 103 Initial Q (Qb), veh 000000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 112 38 83 42 77 35 48 581 40 31 665 108 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, % 222222222222
Cap, veh/h 257 73 113 169 208 79 91 1508 104 64 1323 215 Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.45 0.45 0.04 0.43 0.43 Sat Flow, veh/h 658 363 565 309 1039 396 1781 3374 232 1781 3061 497 Grp Volume(v), veh/h 233 0 0 154 0 0 48 306 315 31 386 387 Grp Sat Flow(s),veh/h/ln 1586 0 0 1744 0 0 1781 1777 1829 1781 1777 1781 Q Serve(g_s), s 2.4 0.0 0.0 0.0 0.0 0.0 1.1 4.9 4.9 0.7 6.7 6.7 Cycle Q Clear(g_c), s 5.6 0.0 0.0 3.2 0.0 0.0 1.1 4.9 4.9 0.7 6.7 6.7 Prop In Lane 0.48 0.36 0.27 0.23 1.00 0.13 1.00 0.28
Lane Grp Cap(c), veh/h 442 0 0 456 0 0 91 794 817 64 768 770 V/C Ratio(X) 0.53 0.00 0.00 0.34 0.00 0.00 0.53 0.38 0.39 0.48 0.50 0.50 Avail Cap(c_a), veh/h 766 0 0 813 0 0 213 794 817 209 768 770 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.7 0.0 0.0 14.9 0.0 0.0 19.7 7.9 7.9 20.1 8.8 8.8 Incr Delay (d2), s/veh 1.0 0.0 0.0 0.4 0.0 0.0 4.7 1.4 1.4 5.5 2.3 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 0.0 1.2 0.0 0.0 0.5 1.7 1.7 0.4 2.4 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.7 0.0 0.0 15.3 0.0 0.0 24.4 9.3 9.2 25.7 11.1 11.1 LnGrp LOS BAABAACAACBB
Approach Vol, veh/h 233 154 669 804
Approach Delay, s/veh 16.7 15.3 10.3 11.7
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.0 23.5 13.0 6.7 22.9 13.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 18.5 18.0 5.1 18.4 18.0 Max Q Clear Time (g_c+I1), s 2.7 6.9 7.6 3.1 8.7 5.2
Green Ext Time (p_c), s 0.0 3.0 1.0 0.0 3.4 0.6
Intersection Summary
HCM 6th Ctrl Delay 12.1
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Existing AM Plus Project.syn 2: Tracy Blvd & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM Plus Project.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 134 440 110 136 534 95 172 425 148 88 495 153 Future Volume (veh/h) 134 440 110 136 534 95 172 425 148 88 495 153 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 141 463 116 143 562 100 181 447 156 93 521 161 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 22222222222
Cap, veh/h 175 649 161 172 690 122 222 877 303 119 752 231 Arrive On Green 0.10 0.23 0.23 0.10 0.23 0.23 0.12 0.34 0.34 0.07 0.28 0.28 Sat Flow, veh/h 1781 2819 701 1781 3016 535 1781 2590 896 1781 2676 823 Grp Volume(v), veh/h 141 291 288 143 330 332 181 305 298 93 345 337 Grp Sat Flow(s),veh/h/ln1781 1777 1744 1781 1777 1774 1781 1777 1709 1781 1777 1722 Q Serve(g_s), s 5.2 10.1 10.3 5.3 11.8 11.9 6.7 9.2 9.4 3.5 11.7 11.8 Cycle Q Clear(g_c), s 5.2 10.1 10.3 5.3 11.8 11.9 6.7 9.2 9.4 3.5 11.7 11.8 Prop In Lane 1.00 0.40 1.00 0.30 1.00 0.52 1.00 0.48
Lane Grp Cap(c), veh/h 175 409 401 172 406 406 222 601 579 119 499 484 V/C Ratio(X) 0.81 0.71 0.72 0.83 0.81 0.82 0.82 0.51 0.51 0.78 0.69 0.70 Avail Cap(c_a), veh/h 175 478 469 172 476 475 225 601 579 159 499 484 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.7 23.8 23.9 29.8 24.6 24.6 28.7 17.8 17.8 30.9 21.6 21.6 Incr Delay (d2), s/veh 23.5 4.0 4.4 27.6 9.1 9.4 20.2 3.0 3.2 16.1 7.6 8.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 4.3 4.3 3.4 5.5 5.6 4.0 4.0 3.9 2.0 5.6 5.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.2 27.9 28.2 57.4 33.6 34.0 48.8 20.8 21.1 46.9 29.2 29.6 LnGrp LOS D C C E CCDCCDCC
Approach Vol, veh/h 720 805 784 775
Approach Delay, s/veh 33.0 38.0 27.4 31.5
Approach LOS CDCC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s9.0 27.3 11.0 20.0 12.9 23.4 11.1 19.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.0 21.4 6.5 18.1 8.5 18.9 6.6 18.0 Max Q Clear Time (g_c+I1), s 5.5 11.4 7.3 12.3 8.7 13.8 7.2 13.9 Green Ext Time (p_c), s 0.0 2.7 0.0 1.7 0.0 1.9 0.0 1.5 Intersection Summary
HCM 6th Ctrl Delay 32.5
HCM 6th LOS C
HCM 6th AWSC Existing AM Plus Project.syn
3: Kavanagh Ave & Buthman Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM Plus Project.syn Synchro 11 Report

Intersection
Intersection Delay, s/veh 8.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 79 10 37 97 11 13 48 60 17 55 28
Future Vol, veh/h 18 79 10 37 97 11 13 48 60 17 55 28
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 Heavy Vehicles, % 2 22222222222
Mvmt Flow 19 83 11 39 102 12 14 51 63 18 58 29
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.4 8.8 8.3 8.3

HCM LOS A A A A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 11% 17% 26% 17%
Vol Thru, % 40% 74% 67% 55%
Vol Right, % 50% 9% 8% 28%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 121 107 145 100
LT Vol 13 18 37 17
Through Vol 48 79 97 55
RT Vol 60 10 11 28
Lane Flow Rate 127 113 153 105
Geometry Grp 1111
Degree of Util (X) 0.156 0.145 0.195 0.134
Departure Headway (Hd) 4.406 4.622 4.603 4.571
Convergence, Y/N Yes Yes Yes Yes
Cap 813 775 778 783
Service Time 2.438 2.657 2.636 2.603
HCM Lane V/C Ratio 0.156 0.146 0.197 0.134
HCM Control Delay 8.3 8.4 8.8 8.3
HCM Lane LOS AAAA
HCM 95th-tile Q 0.6 0.5 0.7 0.5
HCM 6th TWSC Existing AM Plus Project.syn
4: Grant Line Rd & Buthmann Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM Plus Project.syn Synchro 11 Report

Intersection
Int Delay, s/veh 1.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 66 622 745 69 47 77
Future Vol, veh/h 66 622 745 69 47 77
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 0 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 69 655 784 73 49 81

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 857 0 - 0 1287 429
Stage 1 - - - - 821 -
Stage 2 - - - - 466 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 779 - - - 156 574
Stage 1 - - - - 393 -
Stage 2 - - - - 598 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 779 - - - 142 574
Mov Cap-2 Maneuver - - - - 263 -
Stage 1 - - - - 358 -
Stage 2 - - - - 598 -

Approach EB WB SB
HCM Control Delay, s 1 0 18.5

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 779 - - - 396
HCM Lane V/C Ratio 0.089 - - - 0.33
HCM Control Delay (s) 10.1 - - - 18.5
HCM Lane LOS B - - - C
HCM 95th %tile Q(veh) 0.3 - - - 1.4
HCM 6th TWSC Existing AM Plus Project.syn
5: Kavanagh Ave & Coventry Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM Plus Project.syn Synchro 11 Report

Intersection
Int Delay, s/veh 0.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 4 152 135 0 4 7
Future Vol, veh/h 4 152 135 0 4 7
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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 22222
Mvmt Flow 4 160 142 0 4 7

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 142 0 - 0 310 142
Stage 1 - - - - 142 -
Stage 2 - - - - 168 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1441 - - - 682 906
Stage 1 - - - - 885 -
Stage 2 - - - - 862 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1441 - - - 680 906
Mov Cap-2 Maneuver - - - - 680 -
Stage 1 - - - - 882 -
Stage 2 - - - - 862 -

Approach EB WB SB
HCM Control Delay, s 0.2 0 9.5

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1441 - - - 808
HCM Lane V/C Ratio 0.003 - - - 0.014
HCM Control Delay (s) 7.5 0 - - 9.5
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
HCM 6th TWSC Existing AM Plus Project.syn
6: Kavanagh Ave & Dovenshire Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM Plus Project.syn Synchro 11 Report

Intersection
Int Delay, s/veh 0.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 160 127 2 4 4
Future Vol, veh/h 1 160 127 2 4 4
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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 22222
Mvmt Flow 1 168 134 2 4 4

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 136 0 - 0 305 135
Stage 1 - - - - 135 -
Stage 2 - - - - 170 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1448 - - - 687 914
Stage 1 - - - - 891 -
Stage 2 - - - - 860 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1448 - - - 686 914
Mov Cap-2 Maneuver - - - - 686 -
Stage 1 - - - - 890 -
Stage 2 - - - - 860 -

Approach EB WB SB
HCM Control Delay, s 0 0 9.6

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1448 - - - 784
HCM Lane V/C Ratio 0.001 - - - 0.011
HCM Control Delay (s) 7.5 0 - - 9.6
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
HCM 6th TWSC Existing AM Plus Project.syn
7: Kavanagh Ave & Elsinore Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM Plus Project.syn Synchro 11 Report

Intersection
Int Delay, s/veh 1.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 13 131 11 4 109 5305509
Future Vol, veh/h 13 131 11 4 109 5305509
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 22222222222
Mvmt Flow 14 138 12 4 115 5305509

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 120 0 0 150 0 0 302 300 144 301 304 118 Stage 1 - ----- 1 7 2 1 7 2- 1 2 6 1 2 6-
Stage 2 - ----- 1 3 0 1 2 8- 1 7 5 1 7 8-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1468 - - 1431 - - 650 612 903 651 609 934 Stage 1 - ----- 8 3 0 7 5 6- 8 7 8 7 9 2-
Stage 2 - ----- 8 7 4 7 9 0- 8 2 7 7 5 2-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1468 - - 1431 - - 637 604 903 641 601 934 Mov Cap-2 Maneuver - ----- 6 3 7 6 0 4- 6 4 1 6 0 1-
Stage 1 - ----- 8 2 2 7 4 8- 8 6 9 7 9 0-
Stage 2 - ----- 8 6 3 7 8 8- 8 1 4 7 4 4-

Approach EB WB NB SB
HCM Control Delay, s 0.6 0.3 9.7 9.6

HCM LOS A A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 781 1468 - - 1431 - - 803
HCM Lane V/C Ratio 0.011 0.009 - - 0.003 - - 0.018
HCM Control Delay (s) 9.7 7.5 0 - 7.5 0 - 9.6
HCM Lane LOS A A A - A A - A
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1
HCM 6th Signalized Intersection Summary Existing AM Plus Project.syn 8: Parker Ave & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM Plus Project.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 44 484 56 35 615 21 76 7 40 17 4 9 Future Volume (veh/h) 44 484 56 35 615 21 76 7 40 17 4 9 Initial Q (Qb), veh 000000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 46 509 59 37 647 22 80 7 42 18 4 9 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, % 222222222222
Cap, veh/h 73 731 84 64 780 27 461 60 359 425 122 275
Arrive On Green 0.04 0.23 0.23 0.04 0.22 0.22 0.26 0.26 0.26 0.24 0.24 0.24 Sat Flow, veh/h 1781 3210 371 1781 3507 119 1781 231 1389 1781 512 1151 Grp Volume(v), veh/h 46 281 287 37 328 341 80 0 49 18 0 13 Grp Sat Flow(s),veh/h/ln 1781 1777 1804 1781 1777 1849 1781 0 1620 1781 0 1663 Q Serve(g_s), s 1.9 10.9 11.0 1.5 13.2 13.3 2.6 0.0 1.7 0.6 0.0 0.5 Cycle Q Clear(g_c), s 1.9 10.9 11.0 1.5 13.2 13.3 2.6 0.0 1.7 0.6 0.0 0.5 Prop In Lane 1.00 0.21 1.00 0.06 1.00 0.86 1.00 0.69
Lane Grp Cap(c), veh/h 73 405 411 64 395 411 461 0 419 425 0 397 V/C Ratio(X) 0.63 0.69 0.70 0.58 0.83 0.83 0.17 0.00 0.12 0.04 0.00 0.03 Avail Cap(c_a), veh/h 118 448 455 130 460 478 461 0 419 425 0 397 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.6 26.7 26.7 35.8 27.9 27.9 21.7 0.0 21.3 22.0 0.0 22.0 Incr Delay (d2), s/veh 8.6 4.1 4.2 8.1 10.7 10.4 0.8 0.0 0.6 0.2 0.0 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 1.0 4.7 4.8 0.8 6.4 6.6 1.2 0.0 0.7 0.3 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.2 30.8 30.9 43.9 38.6 38.3 22.5 0.0 21.9 22.2 0.0 22.2 LnGrp LOS DCCDDDCACCAC
Approach Vol, veh/h 614 706 129 31
Approach Delay, s/veh 31.8 38.7 22.3 22.2
Approach LOS CDCC
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 24.0 7.2 21.7 22.5 7.6 21.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 5.5 19.0 18.0 5.0 19.5 Max Q Clear Time (g_c+I1), s 4.6 3.5 13.0 2.6 3.9 15.3
Green Ext Time (p_c), s 0.4 0.0 1.6 0.0 0.0 1.5
Intersection Summary
HCM 6th Ctrl Delay 34.1
HCM 6th LOS C
HCM 6th AWSC Existing AM Plus Project.syn
9: Holly Drive & Kavanagh Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM Plus Project.syn Synchro 11 Report

Intersection
Intersection Delay, s/veh 9.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 23 81 71 32 10 44 130 15 4 137 28 Future Vol, veh/h 12 23 81 71 32 10 44 130 15 4 137 28
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 Heavy Vehicles, % 2 22222222222
Mvmt Flow 13 24 85 75 34 11 46 137 16 4 144 29
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.5 9.1 9.5 9.1

HCM LOS A A A A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 23% 10% 63% 2%
Vol Thru, % 69% 20% 28% 81%
Vol Right, % 8% 70% 9% 17%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 189 116 113 169
LT Vol 44 12 71 4
Through Vol 130 23 32 137
RT Vol 15 81 10 28
Lane Flow Rate 199 122 119 178
Geometry Grp 1111
Degree of Util (X) 0.261 0.155 0.167 0.23
Departure Headway (Hd) 4.724 4.579 5.041 4.66
Convergence, Y/N Yes Yes Yes Yes
Cap 756 778 708 767
Service Time 2.776 2.637 3.1 2.713
HCM Lane V/C Ratio 0.263 0.157 0.168 0.232
HCM Control Delay 9.5 8.5 9.1 9.1
HCM Lane LOS AAAA
HCM 95th-tile Q 1 0.5 0.6 0.9
HCM 6th Signalized Intersection Summary Existing AM Plus Project.syn 10: Holly Drive & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing AM Plus Project.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 96 358 99 30 406 84 122 124 60 84 122 146 Future Volume (veh/h) 96 358 99 30 406 84 122 124 60 84 122 146 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 101 377 104 32 427 88 128 131 63 88 128 154 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 22222222222
Cap, veh/h 129 664 181 62 596 122 163 649 550 117 600 509 Arrive On Green 0.07 0.24 0.24 0.03 0.20 0.20 0.09 0.35 0.35 0.07 0.32 0.32 Sat Flow, veh/h 1781 2760 752 1781 2938 601 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 101 241 240 32 257 258 128 131 63 88 128 154 Grp Sat Flow(s),veh/h/ln1781 1777 1735 1781 1777 1762 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 3.2 6.9 7.0 1.0 7.8 7.9 4.1 2.8 1.6 2.8 2.9 4.2 Cycle Q Clear(g_c), s 3.2 6.9 7.0 1.0 7.8 7.9 4.1 2.8 1.6 2.8 2.9 4.2 Prop In Lane 1.00 0.43 1.00 0.34 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 129 428 418 62 361 358 163 649 550 117 600 509 V/C Ratio(X) 0.78 0.56 0.57 0.52 0.71 0.72 0.79 0.20 0.11 0.75 0.21 0.30 Avail Cap(c_a), veh/h 154 555 542 154 555 550 170 649 550 154 600 509 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.3 19.2 19.3 27.3 21.4 21.5 25.6 13.2 12.8 26.5 14.3 14.7 Incr Delay (d2), s/veh 19.1 1.2 1.2 6.5 2.6 2.8 20.4 0.7 0.4 13.7 0.8 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 2.6 2.6 0.5 3.1 3.1 2.6 1.2 0.5 1.6 1.2 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.4 20.4 20.5 33.9 24.0 24.2 46.1 13.9 13.2 40.2 15.1 16.3 LnGrp LOS D CCCCCDBBDBB
Approach Vol, veh/h 582 547 322 370
Approach Delay, s/veh 24.8 24.7 26.6 21.5
Approach LOS CCCC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.3 24.5 6.5 18.4 9.8 23.0 8.7 16.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 19.0 5.0 18.0 5.5 18.5 5.0 18.0 Max Q Clear Time (g_c+I1), s 4.8 4.8 3.0 9.0 6.1 6.2 5.2 9.9 Green Ext Time (p_c), s 0.0 0.7 0.0 1.8 0.0 0.9 0.0 1.8 Intersection Summary
HCM 6th Ctrl Delay 24.4
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Existing PM Plus Project.syn 1: Tracy Blvd & Kavanagh Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM Plus Project.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 126 45 67 29 57 45 48 825 26 42 754 130 Future Volume (veh/h) 126 45 67 29 57 45 48 825 26 42 754 130 Initial Q (Qb), veh 000000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 133 47 71 31 60 47 51 868 27 44 794 137 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, % 222222222222
Cap, veh/h 265 77 91 136 189 122 91 1674 52 82 1426 246 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.05 0.48 0.48 0.05 0.47 0.47 Sat Flow, veh/h 748 376 443 230 919 594 1781 3518 109 1781 3030 523 Grp Volume(v), veh/h 251 0 0 138 0 0 51 438 457 44 466 465 Grp Sat Flow(s),veh/h/ln 1567 0 0 1743 0 0 1781 1777 1851 1781 1777 1776 Q Serve(g_s), s 3.9 0.0 0.0 0.0 0.0 0.0 1.4 8.5 8.5 1.2 9.3 9.3 Cycle Q Clear(g_c), s 7.2 0.0 0.0 3.3 0.0 0.0 1.4 8.5 8.5 1.2 9.3 9.3 Prop In Lane 0.53 0.28 0.22 0.34 1.00 0.06 1.00 0.29
Lane Grp Cap(c), veh/h 434 0 0 447 0 0 91 845 880 82 836 836 V/C Ratio(X) 0.58 0.00 0.00 0.31 0.00 0.00 0.56 0.52 0.52 0.54 0.56 0.56 Avail Cap(c_a), veh/h 665 0 0 704 0 0 184 845 880 205 836 836 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.3 0.0 0.0 16.9 0.0 0.0 23.0 9.0 9.0 23.1 9.4 9.4 Incr Delay (d2), s/veh 1.2 0.0 0.0 0.4 0.0 0.0 5.4 2.3 2.2 5.4 2.7 2.7 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 2.6 0.0 0.0 1.3 0.0 0.0 0.7 3.1 3.2 0.6 3.4 3.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.5 0.0 0.0 17.3 0.0 0.0 28.3 11.3 11.2 28.5 12.1 12.1 LnGrp LOS BAABAACBBCBB
Approach Vol, veh/h 251 138 946 975
Approach Delay, s/veh 19.5 17.3 12.2 12.8
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.8 28.1 14.7 7.0 27.8 14.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.7 22.7 18.1 5.1 23.3 18.1 Max Q Clear Time (g_c+I1), s 3.2 10.5 9.2 3.4 11.3 5.3
Green Ext Time (p_c), s 0.0 4.6 1.0 0.0 4.8 0.6
Intersection Summary
HCM 6th Ctrl Delay 13.5
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Existing PM Plus Project.syn 2: Tracy Blvd & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM Plus Project.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 199 627 161 146 489 174 181 585 125 157 496 174 Future Volume (veh/h) 199 627 161 146 489 174 181 585 125 157 496 174 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 209 660 169 154 515 183 191 616 132 165 522 183 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 22222222222
Cap, veh/h 249 733 188 190 589 208 230 830 177 202 695 242 Arrive On Green 0.14 0.26 0.26 0.11 0.23 0.23 0.13 0.28 0.28 0.11 0.27 0.27 Sat Flow, veh/h 1781 2802 717 1781 2573 910 1781 2912 623 1781 2583 902 Grp Volume(v), veh/h 209 418 411 154 355 343 191 375 373 165 358 347 Grp Sat Flow(s),veh/h/ln1781 1777 1741 1781 1777 1707 1781 1777 1758 1781 1777 1708 Q Serve(g_s), s 8.8 17.6 17.6 6.5 14.9 15.0 8.1 14.8 14.8 7.0 14.3 14.4 Cycle Q Clear(g_c), s 8.8 17.6 17.6 6.5 14.9 15.0 8.1 14.8 14.8 7.0 14.3 14.4 Prop In Lane 1.00 0.41 1.00 0.53 1.00 0.35 1.00 0.53
Lane Grp Cap(c), veh/h 249 465 456 190 407 390 230 506 501 202 478 459 V/C Ratio(X) 0.84 0.90 0.90 0.81 0.87 0.88 0.83 0.74 0.74 0.82 0.75 0.75 Avail Cap(c_a), veh/h 288 479 469 224 414 398 265 506 501 219 478 459 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.4 27.5 27.5 33.7 28.7 28.7 32.8 25.0 25.1 33.5 25.8 25.9 Incr Delay (d2), s/veh 17.3 19.4 20.0 17.1 17.9 19.4 17.4 9.4 9.6 19.7 10.3 11.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 9.3 9.2 3.6 7.9 7.8 4.5 7.3 7.2 4.0 7.1 7.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.6 47.0 47.5 50.8 46.6 48.1 50.2 34.5 34.7 53.2 36.2 36.8 LnGrp LOS D DDDDDDCCDDD
Approach Vol, veh/h 1038 852 939 870
Approach Delay, s/veh 47.7 48.0 37.7 39.7
Approach LOS DDDD
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 13.2 26.5 12.8 24.7 14.5 25.3 15.3 22.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 22.0 9.7 20.8 11.5 20.0 12.5 18.0 Max Q Clear Time (g_c+I1), s 9.0 16.8 8.5 19.6 10.1 16.4 10.8 17.0 Green Ext Time (p_c), s 0.0 2.1 0.0 0.6 0.1 1.5 0.1 0.4 Intersection Summary
HCM 6th Ctrl Delay 43.4
HCM 6th LOS D
HCM 6th AWSC Existing PM Plus Project.syn
3: Kavanagh Ave & Buthman Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM Plus Project.syn Synchro 11 Report

Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 23 83 16 1 62 8 25 57 31 9 43 17
Future Vol, veh/h 23 83 16 1 62 8 25 57 31 9 43 17
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 Heavy Vehicles, % 2 22222222222
Mvmt Flow 24 87 17 1 65 8 26 60 33 9 45 18
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.3 7.9 8.1 7.9

HCM LOS A A A A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 22% 19% 1% 13%
Vol Thru, % 50% 68% 87% 62%
Vol Right, % 27% 13% 11% 25%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 113 122 71 69
LT Vol 25 23 1 9
Through Vol 57 83 62 43
RT Vol 31 16 8 17
Lane Flow Rate 119 128 75 73
Geometry Grp 1111
Degree of Util (X) 0.144 0.157 0.092 0.089
Departure Headway (Hd) 4.36 4.41 4.446 4.409
Convergence, Y/N Yes Yes Yes Yes
Cap 824 815 807 814
Service Time 2.376 2.428 2.465 2.427
HCM Lane V/C Ratio 0.144 0.157 0.093 0.09
HCM Control Delay 8.1 8.3 7.9 7.9
HCM Lane LOS AAAA
HCM 95th-tile Q 0.5 0.6 0.3 0.3
HCM 6th TWSC Existing PM Plus Project.syn
4: Grant Line Rd & Buthmann Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM Plus Project.syn Synchro 11 Report

Intersection
Int Delay, s/veh 1.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 59 855 707 47 39 90
Future Vol, veh/h 59 855 707 47 39 90
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 0 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 62 900 744 49 41 95

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 793 0 - 0 1343 397
Stage 1 - - - - 769 -
Stage 2 - - - - 574 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 824 - - - 143 602
Stage 1 - - - - 418 -
Stage 2 - - - - 527 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 824 - - - 132 602
Mov Cap-2 Maneuver - - - - 262 -
Stage 1 - - - - 387 -
Stage 2 - - - - 527 -

Approach EB WB SB
HCM Control Delay, s 0.6 0 17.1

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 824 - - - 432
HCM Lane V/C Ratio 0.075 - - - 0.314
HCM Control Delay (s) 9.7 - - - 17.1
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0.2 - - - 1.3
HCM 6th TWSC Existing PM Plus Project.syn
5: Kavanagh Ave & Coventry Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM Plus Project.syn Synchro 11 Report

Intersection
Int Delay, s/veh 0.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 3 108 80 2 3 4
Future Vol, veh/h 3 108 80 2 3 4
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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 22222
Mvmt Flow 3 114 84 2 3 4

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 86 0 - 0 205 85
Stage 1 - - - - 85 -
Stage 2 - - - - 120 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1510 - - - 783 974
Stage 1 - - - - 938 -
Stage 2 - - - - 905 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1510 - - - 781 974
Mov Cap-2 Maneuver - - - - 781 -
Stage 1 - - - - 936 -
Stage 2 - - - - 905 -

Approach EB WB SB
HCM Control Delay, s 0.2 0 9.1

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1510 - - - 881
HCM Lane V/C Ratio 0.002 - - - 0.008
HCM Control Delay (s) 7.4 0 - - 9.1
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
HCM 6th TWSC Existing PM Plus Project.syn
6: Kavanagh Ave & Dovenshire Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM Plus Project.syn Synchro 11 Report

Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 114 82 6 1 1
Future Vol, veh/h 2 114 82 6 1 1
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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 22222
Mvmt Flow 2 120 86 6 1 1

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 92 0 - 0 213 89
Stage 1 - - - - 89 -
Stage 2 - - - - 124 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1503 - - - 775 969
Stage 1 - - - - 934 -
Stage 2 - - - - 902 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1503 - - - 774 969
Mov Cap-2 Maneuver - - - - 774 -
Stage 1 - - - - 933 -
Stage 2 - - - - 902 -

Approach EB WB SB
HCM Control Delay, s 0.1 0 9.2

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1503 - - - 861
HCM Lane V/C Ratio 0.001 - - - 0.002
HCM Control Delay (s) 7.4 0 - - 9.2
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
HCM 6th TWSC Existing PM Plus Project.syn
7: Kavanagh Ave & Elsinore Dr 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM Plus Project.syn Synchro 11 Report

Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 120 6 3 81 4504315
Future Vol, veh/h 2 120 6 3 81 4504315
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 22222222222
Mvmt Flow 2 126 6 3 85 4504315

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 89 0 0 132 0 0 229 228 129 228 229 87 Stage 1 - ----- 1 3 3 1 3 3- 9 3 9 3-
Stage 2 - ----- 9 6 9 5- 1 3 5 1 3 6-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1506 - - 1453 - - 726 671 921 727 671 971 Stage 1 - ----- 8 7 0 7 8 6- 9 1 4 8 1 8-
Stage 2 - ----- 9 1 1 8 1 6- 8 6 8 7 8 4-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1506 - - 1453 - - 719 669 921 722 669 971 Mov Cap-2 Maneuver - ----- 7 1 9 6 6 9- 7 2 2 6 6 9-
Stage 1 - ----- 8 6 9 7 8 5- 9 1 3 8 1 6-
Stage 2 - ----- 9 0 3 8 1 4- 8 6 3 7 8 3-

Approach EB WB NB SB
HCM Control Delay, s 0.1 0.3 9.6 9.4

HCM LOS A A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 797 1506 - - 1453 - - 833
HCM Lane V/C Ratio 0.012 0.001 - - 0.002 - - 0.011
HCM Control Delay (s) 9.6 7.4 0 - 7.5 0 - 9.4
HCM Lane LOS A A A - A A - A
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0
HCM 6th Signalized Intersection Summary Existing PM Plus Project.syn 8: Parker Ave & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM Plus Project.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 31 681 119 39 573 16 88 6 62 31 5 18 Future Volume (veh/h) 31 681 119 39 573 16 88 6 62 31 5 18 Initial Q (Qb), veh 000000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 33 717 125 41 603 17 93 6 65 33 5 19 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, % 222222222222
Cap, veh/h 58 788 137 67 937 26 423 32 349 414 79 301
Arrive On Green 0.03 0.26 0.26 0.04 0.27 0.27 0.24 0.24 0.24 0.23 0.23 0.23 Sat Flow, veh/h 1781 3025 527 1781 3530 99 1781 136 1470 1781 341 1296 Grp Volume(v), veh/h 33 421 421 41 303 317 93 0 71 33 0 24 Grp Sat Flow(s),veh/h/ln 1781 1777 1775 1781 1777 1852 1781 0 1606 1781 0 1637 Q Serve(g_s), s 1.4 17.8 17.8 1.8 11.7 11.7 3.3 0.0 2.7 1.1 0.0 0.9 Cycle Q Clear(g_c), s 1.4 17.8 17.8 1.8 11.7 11.7 3.3 0.0 2.7 1.1 0.0 0.9 Prop In Lane 1.00 0.30 1.00 0.05 1.00 0.92 1.00 0.79
Lane Grp Cap(c), veh/h 58 463 462 67 472 492 423 0 381 414 0 380 V/C Ratio(X) 0.56 0.91 0.91 0.61 0.64 0.64 0.22 0.00 0.19 0.08 0.00 0.06 Avail Cap(c_a), veh/h 115 470 470 117 472 492 423 0 381 414 0 380 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 36.9 27.8 27.8 36.7 25.2 25.2 23.8 0.0 23.6 23.3 0.0 23.2 Incr Delay (d2), s/veh 8.3 21.5 21.6 8.6 3.0 2.9 1.2 0.0 1.1 0.4 0.0 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 9.7 9.7 0.9 4.9 5.2 1.5 0.0 1.1 0.5 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.2 49.3 49.4 45.3 28.2 28.1 25.0 0.0 24.7 23.7 0.0 23.5 LnGrp LOS DDDDCCCACCAC
Approach Vol, veh/h 875 661 164 57
Approach Delay, s/veh 49.2 29.2 24.8 23.6
Approach LOS DCCC
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 22.9 7.4 24.7 22.5 7.0 25.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.4 5.1 20.5 18.0 5.0 20.6 Max Q Clear Time (g_c+I1), s 5.3 3.8 19.8 3.1 3.4 13.7
Green Ext Time (p_c), s 0.5 0.0 0.4 0.1 0.0 2.0
Intersection Summary
HCM 6th Ctrl Delay 38.6
HCM 6th LOS D
HCM 6th AWSC Existing PM Plus Project.syn
9: Holly Drive & Kavanagh Ave 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM Plus Project.syn Synchro 11 Report

Intersection
Intersection Delay, s/veh 9.7
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 21 32 71 8 21 9 57 195 16 4 200 16
Future Vol, veh/h 21 32 71 8 21 9 57 195 16 4 200 16
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 Heavy Vehicles, % 2 22222222222
Mvmt Flow 22 34 75 8 22 9 60 205 17 4 211 17
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 9 8.6 10.3 9.7

HCM LOS A A B A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 21% 17% 21% 2%
Vol Thru, % 73% 26% 55% 91%
Vol Right, % 6% 57% 24% 7%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 268 124 38 220
LT Vol 57 21 8 4
Through Vol 195 32 21 200
RT Vol 16 71 9 16
Lane Flow Rate 282 131 40 232
Geometry Grp 1111
Degree of Util (X) 0.363 0.176 0.058 0.298
Departure Headway (Hd) 4.628 4.855 5.199 4.64
Convergence, Y/N Yes Yes Yes Yes
Cap 776 735 684 771
Service Time 2.674 2.913 3.27 2.688
HCM Lane V/C Ratio 0.363 0.178 0.058 0.301
HCM Control Delay 10.3 9 8.6 9.7
HCM Lane LOS BAAA
HCM 95th-tile Q 1.7 0.6 0.2 1.3
HCM 6th Signalized Intersection Summary Existing PM Plus Project.syn 10: Holly Drive & Grant Line Rd 05/04/2023
P:\LPX2204 Tracy Rec Center\TECHNICAL\Traffic\Synchro\Existing PM Plus Project.syn Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 82 571 99 51 430 90 78 126 47 88 130 66 Future Volume (veh/h) 82 571 99 51 430 90 78 126 47 88 130 66 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 86 601 104 54 453 95 82 133 49 93 137 69 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 22222222222
Cap, veh/h 115 764 132 89 696 145 112 603 511 119 610 517 Arrive On Green 0.06 0.25 0.25 0.05 0.24 0.24 0.06 0.32 0.32 0.07 0.33 0.33 Sat Flow, veh/h 1781 3030 523 1781 2928 610 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 86 352 353 54 274 274 82 133 49 93 137 69 Grp Sat Flow(s),veh/h/ln1781 1777 1776 1781 1777 1761 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 2.8 10.8 10.8 1.7 8.1 8.2 2.6 3.0 1.3 3.0 3.1 1.8 Cycle Q Clear(g_c), s 2.8 10.8 10.8 1.7 8.1 8.2 2.6 3.0 1.3 3.0 3.1 1.8 Prop In Lane 1.00 0.29 1.00 0.35 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 115 448 448 89 422 418 112 603 511 119 610 517 V/C Ratio(X) 0.75 0.79 0.79 0.61 0.65 0.66 0.73 0.22 0.10 0.78 0.22 0.13 Avail Cap(c_a), veh/h 153 549 549 153 549 544 153 603 511 168 610 517 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.8 20.3 20.3 27.1 20.0 20.1 26.8 14.4 13.8 26.8 14.3 13.8 Incr Delay (d2), s/veh 13.2 6.1 6.2 6.5 1.7 1.8 10.9 0.8 0.4 14.2 0.9 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 4.6 4.6 0.8 3.1 3.1 1.4 1.3 0.4 1.7 1.3 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.0 26.4 26.6 33.6 21.7 21.9 37.7 15.3 14.2 40.9 15.1 14.4 LnGrp LOS D CCCCCDBBDBB
Approach Vol, veh/h 791 602 264 299
Approach Delay, s/veh 27.9 22.8 22.0 23.0
Approach LOS CCCC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.4 23.3 7.4 19.2 8.2 23.5 8.3 18.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 18.5 5.0 18.0 5.0 19.0 5.0 18.0 Max Q Clear Time (g_c+I1), s 5.0 5.0 3.7 12.8 4.6 5.1 4.8 10.2 Green Ext Time (p_c), s 0.0 0.7 0.0 1.9 0.0 0.8 0.0 1.9 Intersection Summary
HCM 6th Ctrl Delay 24.8
HCM 6th LOS C
Notice of Completion & Environmental Document Transmittal Mail to: State Clearinghouse, P.O. Box 3044, Sacramento, CA 95812-3044 (916) 445-0613 For Hand Delive,y/Street Address: 1400 Tenth Street, Sacramento, CA 95814 SCH# Project Title: EL PESCADERO PARK & MULTI-GENERATIONAL RECREATION CENTER PROJECT Lead Agency: City of Tracy Parks & Recreation Department Mailing Address: 333 Civic Center Plaza
Contact Person: Richard Joaquin, Parks Planning & Dev Mgr Phone: (209) 831-6235
City: Tracy Zip: 95376 County: San Joaquin
Project Location: County:_s_a _n _J _oa_q.;...u _in _________ City/Nearest Community: _T_ra_c_y ______________ _ Cross Streets: West Kavanagh Avenue, West Grant Line Road Zip Code: _9 _53_7 _6 __ _ Longitude/Latitude (degrees, minutes and seconds): E.__ 0 �• .E.__" N / �
0 �• �" W Total Acres: _1 _3 _·9 ______ _
Asses sor's Parcel No.: 214-50-001 Section: 16 Twp.: 28 Range: _5 _E __ _ Base: Union Island Within 2 Miles: State Hwy#: 205 Waterways: _N _IA ____________________ _ Airports: _N _IA __________ _ Railways: Union Pacific RR Schoo ls: North Elementary School, McKinley Elementary School, i Document Type:

CEQA: □ NOP
D Early Cons
D Neg Dec
Iii Mit Neg Dec
Local Action Type:
□ General Plan Update
□ General Plan Amendment
□ General Plan Element
□ Community Plan
Development Type:
□ DraftEIR
D Supplement/Subsequent EIR
(Prior SCH No.) _____ _
Other: ----------
□ Specific Plan
□ Master Plan
□ Planned Unit Development
□ Site Plan
D Residential: Units ___ Acres
NEPA: □ NOI Other:
□ EA
□ DraftEIS
□ FONSI
□ Rezone
□ Prezone
□ Use Permit
□ Land Division (Subdivision, etc.)
D Joint Document
D Final Document
D Other: --------
□ Annexation
□ Redevelopment
□ Coastal Pennit
Iii Other: Plan Approval
D Office: Sq.ft. Acres Employees __ _
D Commercial:Sq.ft. --- Acres Employees __ _
D Transportation: Type _____________ _
D Industrial: Sq.ft. --- Acres Employees __ _
D Mining: Mineral ____________ _
D Power: Type MW ------- ------D Educational: ___ -_-_-_-_-_-____ - _-_-_-_-_-_______ _ □ Waste Treatment:Type MGD ----- Ii] Recreational: Park Improvements and Multi-Generational Recreation Center □ Hazardous Waste:Type --------------D Water Facilities:Type _______ MGD ____ _ □ Other: _________ _______ _ Project Issues Discussed in Document:

Iii AestheticNisual D Fiscal Ii] Recreation/Parks
Iii Agricultural Land Ii] Flood Plain/Flooding Ii) Schools/Universities Ii] Air Quality Ii] Forest Land/Fire Hazard D Septic Systems Iii Archeological/Historical Ii] Geologic/Seismic Ii] Sewer Capacity Iii Biological Resources Ii) Minerals Ii) Soil Erosion/Compaction/Grading D Coastal Zone Ii) Noise Ii] Solid Waste
Ii] Drainage/Absorption Ii) Population/Housing Balance Ii) Toxic/Hazardous D Economic/Jobs Ii) Public Services/Facilities Ii) Traffic/Circulation Present Land Use/Zoning/General Plan Designation:

General Plan Designation: Park; Zoning: Low Density Residential (LOR) Iii Vegetation
Iii Water Quality
Ii) Water Supply/Groundwater
Ii) Wetland/Riparian
Ii) Growth Inducement
Iii Land Use
Iii Cumulative Effects
D Other: --------
-------------------------------------------------------------- Project Description: (please use a separate page if necessary) The City of Tracy proposes to redevelop the existing El Pescadero Park to create a new multi-generational recreation center on West Grant Line Road in Tracy. The proposed multi-generational recreation center would consist of an approximately 52,244-square-foot, two-story building with a maximum height of approximately 35 feet that would include a three-court gymnasium, two multi-purpose rooms, kitchen, entry lobby, bouldering wall, teen lounge and technology area, makers space, restroom, offices, elevated running track and outdoor courtyard. Additional park improvements would include relocation and renovation of the existing dog park, skate, park and basketball courts and installation of new trails, landscaping and lighting. In addition, the existing parking lot would be reconfigured and new parking stalls added to expand the overall parking capacity and the existing access road/driveway from West Grant Line Road would be extended through the existing parking lot and along the southern and eastern boundaries of the site, connecting to West Kavanagh Avenue at the northern boundary of the project site.

Note: The State Clearinghouse will assign identification numbers for all new projects. If a SCH number already exists for a project (e.g. Notice of Preparation or previous draft document) please fill in.

Revised 2010

ATTACHMENT B

CARLSBAD
CLOVIS
IRVINE
LOS ANGELES
PALM SPRINGS
POINT RICHMOND

RIVERSIDE

ROSEVILLE
SAN LUIS OBISPO
157 Park Place, Pt. Richmond, California  94801     510.236.6810     www.lsa.net

MEMORANDUM
DATE:  August 23, 2023
TO:  Richard Joaquin, Parks Planning & Development Manager City of Tracy – Parks & Recreation Department
FROM:  Shanna Guiler, AICP, Associate/Environmental Planner SUBJECT:  El Pescadero Park & Multi‐Generational Recreation Center Project Initial Study/Mitigated Negative Declaration ‐ Response to Comments In accordance with Section 15074 of the CEQA Guidelines, prior to approving a project, the decision‐ making body of the lead agency shall consider the proposed environmental document together with any comments received during the public review process. Although th ere is no legal requirement to formally respond to comments on a proposed Mitigated Negative Declaration (MND) as there is for an Environmental Impact Report (EIR), this memorandum provides a response to the written comments received on the El Pescadero Park & Multi‐Generational Recreation Center Project Initial Study/Mitig
ated Negative Declaration (IS/MND) to aid the City of Tracy decision‐makers in their review of the project. Mitigation measures identified in the Draft IS/MND are incorporated into the Mitigation Monitoring and Reporting Program, which is attached. The MMRP will be adopted by the City if the IS/MND is adopted.

COMMENTS AND RESPONSES
The Draft IS/MND was available for public review and comment from July 27, 2023, to August 16, 2023. Two comment letters were received on the Draft IS/MND. In the following pages, the comments and responses are enumerated to allow for cross‐referencing of CEQA‐related comments. The enumerated comment letters are included in this memorandu m, followed by the respective responses. Individual comments within the letters are numbered consecutively. For example, comment A‐1 is the first numbered comment in Letter A.

The following comment letters were submitted:

LETTER A
Lauren Boyd
San Joaquin Council of Governments, Inc. (SJCOG)
August 2, 2023
LETTER B
Brian Clements, Director of Permit Services
San Joaqui
n Valley Air Pollution Control District (SJVAPCD)
August 16, 2023
8/23/23 (P:\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\RTC\TracyRec_RTC.docx) 2 As noted above, CEQA does not require or provide guidance on responding to comments on MNDs; therefore, this memorandum follows CEQA Guidelines Section 15088, applicable to responses to comments on EIRs, which requires that agencies respond only to significant environmental issues raised in connection with the project. Therefore, this document focuses prim arily on responding to comments that relate to the adequacy of the information and environmental analysis provided in the IS/MND.

Written responses to each comment letter received on the Draft IS/MND are provided herein. All letters received during the public review period on the Draft IS/MND are provided in their entirety.

Each letter is immediately followed
by responses keyed to the specific comments.

Where revisions to the Draft IS/MND text are called for, the page is set forth followed by the appropriate revision. Added text is indicated with double underlined text, and deleted text is shown in strikeout.

S J C O G, Inc.

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San Joaquin County Multi-Species Habitat Conservation & Open Space Plan (SJMSCP)

SJMSCP RESPONSE TO LOCAL JURISDICTION (RTLJ)
ADVISORY AGENCY NOTICE TO SJCOG, Inc.

To: Richard Joaquin, City of Tracy, Parks and Recreation Department From: Laurel Boyd, SJCOG, Inc. Phone: (209) 235-0574 Email: [email protected] Date: August 2, 2023
Local Jurisdiction Project Title: Notice of Intent to Adopt a Mitigated Negative Declaration for the El Pescadero Park & Multi-Generational Recreation Center Project
Assessor Parcel Number(s): 214-500-01
Local Jurisdiction Project Number: N/A
Total Acres to be converted from Open Space Use: Unknown Habitat Types to be Disturbed: Urban Habitat Land
Species Impact Findings: Findings to be determined by SJMSCP biologist.

Dear Mr. Joaquin:

SJCOG, Inc. has reviewed the project referral for the Notice of Intent to Adopt a Mitigated Negative Declaration for the El Pescadero Park and Multi-Generational Recreation Center Project. The City of Tracy proposes to redevelop the existing El Pescadero Park to create a new multi-generational recreation center on West Grant Line Road in Tracy. The proposed multi-generational recreation center would consist of an approximately 52,244 square foot, two story building with a maximum height of approximately 35 fee that would include a three-court gymnasium, two multi-purpose rooms, kitchen, entry lobby, bouldering wall, teen lounge and technology area, makers space, restroom, offices, elevated running track and outdoor courtyard. Additional park improvements would include relocation and renovation of the existing dog park, skate park, and basketball courts and installation of new trails, landscaping, and lighting. In addition, the existing parking lot would be reconfigured, and new parking stalls added to expand the overall parking capacity and the existing parking lot and along the southern and easter boundaries of the site, connecting to West Kavanagh Avenue at the norther boundary of the project site. The project site is located north of Grant Line Road and east of Tracy Boulevard, Tracy (APN/Address:
241-500-01 / 250 Kavanagh Avenue, Tracy).

The City of Tracy is a signatory to San Joaquin County Multi-Species Habitat Conservation and Open Space Plan (SJMSCP). Participation in the SJMSCP satisfies requirements of both the state and federal endangered species acts, and ensures that the impacts are mitigated below a level of significance in compliance with the California Environmental Quality Act (CEQA). The LOCAL JURISDICTION retains responsibility for ensuring that the appropriate Incidental Take Minimization Measure are properly implemented and monitored and that appropriate fees are paid in compliance with the SJMSCP. Although participation in the SJMSCP is voluntary, Local Jurisdiction/Lead Agencies should be aware that if project applicants choose against participating in the SJMSCP, they will be required to provide alternative mitigation in an amount and kind equal to that provided in the SJMSCP.

This Project is subject to the SJMSCP . This can be up to a 30 day process and it is recommended that the project applicant contact SJMSCP staff as early as possible. It is also recommended that the project applicant obtain an information package.
http://www.sjcog.org
Please contact SJMSCP staff regarding completing the following steps to satisfy SJMSCP requirements:
ƒ Schedule a SJMSCP Biologist to perform a pre-construction survey prior to any ground disturbance ƒ SJMSCP Incidental take Minimization Measures and mitigation requirement:

1. Incidental Take Minimization Measures (ITMMs) will be issued to the project and must be signed by the project applicant prior to any ground disturbance but no later than six (6) months from receipt of the ITMMs. If ITMMs are not signed within six months, the applicant must reapply for SJMSCP Coverage. Upon receipt of signed ITMMs from project applicant, SJCOG, Inc. staff will sign the ITMMs. This is the effective date of the ITMMs.

2. Under no circumstance shall ground disturbance occur without compliance and satisfaction of the ITMMs.

Comment
LeƩ er
A
A-1
2|SJCOG, Inc.

3. Upon issuance of fully executed ITMMs and prior to any ground disturbance, the project applicant must:
a. Post a bond for payment of the applicable SJMSCP fee covering the entirety of the project acreage being covered (the bond should be valid for no longer than a 6 month period); or b. Pay the appropriate SJMSCP fee for the entirety of the project acreage being covered; or c. Dedicate land in-lieu of fees, either as conservation easements or fee title; or d. Purchase approved mitigation bank credits.

4. Within 6 months from the effective date of the ITMMs or issuance of a building permit, whichever occurs first, the project ap plicant must:
a. Pay the appropriate SJMSCP for the entirety of the project acreage being covered; or b. Dedicate land in-lieu of fees, either as conservation easements or fee title; or c. Purchase approved mitigation bank credits.

Failure to satisfy the obligations of the mitigation fee shall subject the bond to be called. ƒ Receive your Certificate of Payment and release the required permit It should be noted that if this project has any potential impacts to waters of the United States [pursuant to Section 404 Clean Water Act], it would require the project to seek voluntary coverage through the unmapped process under the SJMSCP which could take up to 90 days. It may be prudent to obtain a preliminary wetlands map from a qualified consultant. If waters of the United States are confirmed on the project site, the Corps and the Regional Water Quality Control Board (RWQCB) would have regulatory authority over those mapped areas [pursuant to Section 404 and 401 of the Clean Water Act respectively] and permits would be required from each of these resource agencies prior to grading the project site.

If you have any questions, please call (209) 235-0574.

Comment
LeƩ er
A
Cont.

A-1
cont.
3|SJCOG, Inc.

S J C O G, Inc.

San Joaquin County Multi-Species Habitat Conservation & Open Space Plan

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SJMSCP HOLD
TO: Local Jurisdiction: Community Development Department, Planning Department, Building Department, Engineering Department, Survey Department, Transportation Department, Other: ___________
FROM: Laurel Boyd, SJCOG, Inc.

DO NOT AUTHORIZE SITE DISTURBANCE

DO NOT ISSUE A BUILDING PERMIT
DO NOT ISSUE __________ FOR THIS PROJECT
The landowner/developer for this site has requested coverage pursuant to the San Joaquin County Multi- Species Habitat Conservation and Open Space Plan (SJMSCP). In accordance with that agreement, the Applicant has agreed to:
1) SJMSCP Incidental Take Minimization Measures and mitigation requirement:

1. Incidental Take Minimization Measures (ITMMs) will be issued to the project and must be signed by the project applicant prior to any ground disturbance but no later than six (6) months from receipt of the ITMMs.

If ITMMs are not signed within six months, the applicant must reapply for SJMSCP Coverage. Upon receipt of signed ITMMs from project applicant, SJCOG, Inc. staff will sign the ITMMs. This is the effective date of the ITMMs.

2. Under no circumstance shall ground disturbance occur without compliance and satisfaction of the ITMMs.

3. Upon issuance of fully executed ITMMs and prior to any ground disturbance, the project applicant must:
a. Post a bond for payment of the applicable SJMSCP fee covering the entirety of the project acreage being covered (the bond should be valid for no longer than a 6 month period); or b. Pay the appropriate SJMSCP fee for the entirety of the project acreage being covered; or c. Dedicate land in-lieu of fees, either as conservation easements or fee title; or d. Purchase approved mitigation bank credits.

4. Within 6 months from the effective date of the ITMMs or issuance of a building permit, whichever occurs first, the project applicant must:
a. Pay the appropriate SJMSCP for the entirety of the project acreage being covered; or b. Dedicate land in-lieu of fees, either as conservation easements or fee title; or c. Purchase approved mitigation bank credits.

Failure to satisfy the obligations of the mitigation fee shall subject the bond to be called.

Project Title: Notice of Intent to Adopt a Mitigated Negative Declaration for the El Pescadero Park & Multi- Generational Recreation Center Project
Assessor Parcel #s: 214-500-01
T _______, R______, Section(s): _____
Local Jurisdiction Contact: Richard Joaquin
The LOCAL JURISDICTION retains responsibility for ensuring that the appropriate Incidental Take Minimization Measures are properly implemented and monitored and that appropriate fees are paid in compliance with the SJMSCP.

Comment
LeƩ er
A
Cont.

A-1
cont.

8/23/23 (P:\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\RTC\TracyRec_RTC.docx) 6 LETTER A
Laurel Boyd
San Joaquin Council of Governments (SJCOG)
August 2, 2023

Response A‐1:  The comment, which indicates that the proposed project is subject to the San Joaquin County Multi‐Species Habitat Conservation and Open Space Plan (SJMSCP), is acknowledged. Based on a review of the City of Tracy Compensation Map,1 the proposed project site is located within Category A – Exempt No Pay Zone; therefore, there are no SJMSCP land conversion fees associated with project development per the Category A – Exempt No Pay Zone status of the site. Additionally, there are no aquatic features or other additional species requirements that could potentia lly trigger additional mitigation requirements. As described in Section 4.4, Biological Resources, of the Draft IS/MND (pages 4‐16 through 4‐19), only two special‐status species are anticipated to occur on the project site – nesting birds and roosting bats. Mitigation Measures BIO‐1 and BIO‐2, as identified in th e Draft IS/MND, are consistent with the SJCOG’s Incidental Take Minimization Measures for bats and birds; therefore, no alternative mitigation would be required to be considered “in kind equal” with coverage under the SJMSCP.

Therefore, the proposed project can be implemented, as described in the Draft IS/MND, without SJMSCP coverage.

21 of the Draft IS/MND has been revised as follows to address this comment:

The proposed project is not located within the City of Tracy, which is a signatory to the San Joaquin County Multi‐Species Habitat Conservation and Open Space Plan (SJMSCP), an approved local, regional, or State conservation plan. Based on a review of the City of Tracy Compensation Map,2 the project site is located within Category A – Exempt No Pay Zone; therefore, there are no SJMSCP land conversion fees associated with project development per the Category A – Exempt No Pay Zone status of the site. Additionally, there are no aquatic features or other additional species requirements that could potentially trigger additional mitigation requirements. Mitigation Measures BIO‐1 and BIO‐2, described above, are consistent with the San Joaquin Council of Government’s Incidental Take Minimization Measures for bats and birds; therefore, no alternative mitigation would be required to be

1   San Joaquin Council of Governments. 2006. San Joaquin County Multi‐Species Habitat Conservation and Open Space Plan City of Tracy Compensation Map. March.
2   Ibid.

8/23/23 (P:\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\RTC\TracyRec_RTC.docx) 7 considered “in kind equal” with coverage under the SJMSCP.

Therefore, the project would not conflict with any approved local, regional, or State habitat conservation plan. No impact would occur.

August 16, 2023
Richard Joaquin
City of Tracy
Parks & Recreation Department
333 Civic Center Plaza
Tracy, CA 95376
Project: IS/MND El Pescadero Park & Multi-generational Recreation Center District CEQA Reference No: 20230688
Dear Mr. Joaquin:

The San Joaquin Valley Air Pollution Control District (District) has reviewed the Initial Study and Mitigated Negative Declaration (IS/MND). Per the IS/MND the project consists of three components: the redevelopment of the existing 13.9 acre El Pescadero Park (relocation of the existing dog park, addition of gravel trails, etc.), the construction of a 52,244 sq. ft. two-story building, and associated improvements (parking, landscaping, utilities, etc.) (Project). The Project is located at 250 Kavanagh Avenue, in Tracy, CA.

The District offers the following comments regarding the Project:

Project Related Emissions
Based on IS/MND, Project specific annual criteria pollutant emissions from construction and operation are not expected to exceed any of the significance thresholds as identified in the District’s Guidance for Assessing and Mitigating Air Quality Impacts (GAMAQI): https://www.valleyair.org/transportation/GAMAQI.pdf.

Construction Emissions
The District recommends to further reduce impacts from construction-related diesel exhaust emissions, the Project should utilize the cleanest available off- road construction equipment, including the latest tier equipment.

Comment
LeƩ er
B
B-1
San Joaquin Valley Air Pollution Control District Page 2 of 8 District Reference No: 20230688
August 16, 2023
Health Risk Screening/Assessment
The IS/MND states “The closest sensitive receptors are the residences located west and southeast, approximately 10 feet from the project site boundary.” Furthermore, the IS/MND concludes the Project would have a less than significant impact from construction and operational relation emissions levels, and that as such the impact to sensitive receptors from pollutant concentrations would be less than significant as well. Assessing potential health risk impa ct from a project is different from assessing the project’s potential impact from construction criteria pollutant emissions. Therefore, the Project may have the potential to result in health impacts to nearby receptors.

The City should evaluate the risk associated with the Project for sensitive receptors (residences, businesses, hospitals, day-care facilities, health care facilities, etc.) in the area and mitigate any potentially significant risk to help limit exposure of sensitive receptors to emissions.

Health risk analyses should include all potential air emissions from the project, which include emissions from construction of the project, including multi-year construction, as well as ongoing operational activities of the project. Note, two common sources of TACs can be attributed to diesel exhaust emitted from heavy-duty off-road earth moving equipment during construction, and from ongoing operation of heavy-duty on-road trucks.

Prioritization (Screening Health Risk Assessment):

A “Prioritization” is the recommended method for a conservative screening-level health risk assessment. The Prioritization should be performed using the California Air Pollution Control Officers Association’s (CAPCOA) methodology.

The District recommends that a more refined analysis, in the form of an HRA, be performed for any project resulting in a Prioritization score of 10 or greater. This is because the prioritization results are a conservative health risk representation, while the detailed HRA provides a more accurate health risk evaluation.

To assist land use agencies and project proponents with Prioritization analyses, the District has created a prioritization calculator based on the aforementioned CAPCOA guidelines, which can be found here:
http://www.valleyair.org/busind/pto/emission_factors/Criteria/Toxics/Utilities/PRIORI TIZATION-CALCULATOR.xls
Health Risk Assessment:

Prior to performing an HRA, it is strongly recommended that land use agencies/ project proponents develop and submit for District review a health risk modeling protocol that outlines the sources and methodologies that will be used to perform the Comment
LeƩ er
B
Cont.

B-2
San Joaquin Valley Air Pollution Control District Page 3 of 8 District Reference No: 20230688
August 16, 2023
HRA. This step will ensure all components are addressed when performing the HRA.

A development project would be considered to have a potentially significant health risk if the HRA demonstrates that the project-related health impacts would exceed the District’s significance threshold of 20 in a million for carcinogenic risk, or 1.0 for either the Acute or Chronic Hazard Indices.

A project with a significant health risk would trigger all feasible mitigation measures.

The District strongly recommends that development projects that result in a significant health risk not be approved by the land use agency.

The District is available to review HRA protocols and analyses. For HRA submittals please provide the following information electronically to the District for review:
• HRA (AERMOD) modeling files
• HARP2 files
• Summary of emissions source locations, emissions rates, and emission factor calculations and methodologies.

For assistance, please contact the District’s Technical Services Department by:
• E-Mailing inquiries to: [email protected]
• Calling (559) 230-5900
Recommended Measure: Development projects resulting in TAC emissions should be located an adequate distance from resident ial areas and other sensitive receptors in accordance to CARB's Air Quality and Land Use Handbook: A Community Health Perspective located at https://ww3.arb.ca.gov/ch/handbook.pdf.

Vegetative Barriers and Urban Greening
There are residential units located north of the Project. The District suggests the City consider the feasibility of incorporating vegetative barriers and urban greening as a measure to further reduce air pollution exposure on sensitive receptors (e.g., residential units).

While various emission control techniques and programs exist to reduce air quality emissions from mobile and stationary sources, vegetative barriers have been shown to be an additional measure to potentially reduce a population’s exposure to air pollution through the interception of airborne particles and the update of gaseous pollutants. Examples of vegetative barriers include, but are not limited to the following: trees, bushes, shrubs, or a mix of these. Generally, a higher and thicker vegetative barrier with full coverage will result in greater reductions in downwind Comment
LeƩ er
B
Cont.

B-2
cont.

B-3
San Joaquin Valley Air Pollution Control District Page 4 of 8 District Reference No: 20230688
August 16, 2023
pollutant concentrations. In the same manner, urban greening is also a way to help improve air quality and public health in addition to enhancing the overall beautification of a community with drought tolerant, low-maintenance greenery.

Clean Lawn and Garden Equipment in the Community
Since the Project consists of development, gas-powered lawn and garden equipment have the potential to result in an increase of NOx and PM2.5 emissions.

Utilizing electric lawn care equipment can provide residents with immediate economic, environmental, and health benefits. The District recommends the Project proponent consider the District’s Clean Green Yard Machines (CGYM) program which provides incentive funding for replacement of existing gas powered lawn and garden equipment. More information on the District CGYM program and funding can be found at: http://www.valleyair.org/grants/cgym.htm
and http://valleyair.org/grants/cgym-commercial.htm.

On-Site Solar Deployment
It is the policy of the State of California that renewable energy resources and zero- carbon resources supply 100% of retail sales of electricity to California end-use customers by December 31, 2045. While various emission control techniques and programs exist to reduce air quality emissions from mobile and stationary sources, the production of solar energy is contributing to improving air quality and public health. The District suggests that the City consider incorporating solar power systems as an emission reduction strategy for the Project Electric Vehicle Chargers
To support and accelerate the installation of electric vehicle charging equipment and development of required infrastructure, the District offers incentives to public agencies, businesses, and property owners of multi-unit dwellings to install electric charging infrastructure (Level 2 and 3 chargers). The purpose of th e District’s Charge Up! Incentive program is to promote clean air alternative-fuel technologies and the use of low or zero-emission vehicles. The District recommends that the City and project proponents install electric vehicle chargers at project sites, and at strategic locations.

Please visit www.valleyair.org/grants/chargeup.htm for more information.

District Rules and Regulations
The District issues permits for many types of air pollution sources, and regulates some activities that do not require permits. A project subject to District rules and regulations would reduce its impacts on air quality through compliance with the Comment
LeƩ er
B
Cont.

B-4
B-3
cont.

B-5
B-6
B-7
San Joaquin Valley Air Pollution Control District Page 5 of 8 District Reference No: 20230688
August 16, 2023
District’s regulatory framework. In general, a regulation is a collection of individual rules, each of which deals with a specific topic.

As an example, Regulation II (Permits) includes District Rule 2010 (Permits Required), Rule 2201 (New and Modified Stationary Source Review), Rule 2520 (Federally Mandated Operating Permits), and several other rules pertaining to District permitting requirements and processes.

The list of rules below is neither exhaustive nor exclusive. Current District rules can be found online at: www.valleyair.org/rules/1ruleslist.htm. To identify other District rules or regulations that apply to future projects, or to obtain information about District permit requirements, the project proponents are strongly encouraged to contact the District’s Small Business Assistance (SBA) Office at (209) 557-6446.

District Rules 2010 and 2201 - Air Quality Permitting for Stationary Sources
Stationary Source emissions include any building, structure, facility, or installation which emits or may emit any affected pollutant directly or as a fugitive emission. District Rule 2010 (Permits Required) requires operators of emission sources to obtain an Authority to Construct (ATC) and Permit to Operate (PTO) from the District. District Rule 2201 (New and Modified Stationary Source Review) requires that new and modified stationary sources of emissions mitigate their emissions using Best Available Control Technology (BACT).

This Project may be subject to District Rule 2010 (Permits Required) and Rule 2201 (New and Modified Stationary Source Review) and may require District permits. Prior to construction, the Project proponent should submit to the District an application for an ATC. For further information or assistance, the project proponent may contact the District’s SBA Office at (209) 557-6446.

District Rule 9510 - Indirect Source Review (ISR)
The Project is subject to District Rule 9510 because it will receives a project- level discretionary approval from a public agency and will equal or exceed 20,000 sq. ft. of recreational space.

The purpose of District Rule 9510 is to reduce the growth in both NOx and PM emissions associated with development and transportation projects from mobile and area sources; specifically, the emissions associated with the construction and subsequent operation of development projects. The ISR Rule requires developers to mitigate their NOx and PM emissions by incorporating clean air design elements into their projects. Should the proposed development project clean air design elements be insufficient to meet the required emission Comment
LeƩ er
B
Cont.

B-7
cont.

San Joaquin Valley Air Pollution Control District Page 6 of 8 District Reference No: 20230688
August 16, 2023
reductions, developers must pay a fee that ultimately funds incentive projects to achieve off-site emissions reductions.

Per Section 5.0 of the ISR Rule, an Air Impact Assessment (AIA) application is required to be submitted no later than applying for project-level approval from a public agency. As of the date of this letter, the District has not received an AIA application for this Project. Please inform the project proponent to immediately submit an AIA application to the District to comply with District Rule 9510. One AIA application should be submitted for the entire Project. It is preferable for the applicant to submit an AIA application as early as possible in the City’s approval process so that proper mitigation and clean air design under ISR can be incorporated into the City’s analysis.

Information about how to comply with District Rule 9510 can be found online at:
http://www.valleyair.org/ISR/ISRHome.htm.

The AIA application form can be found online at:
http://www.valleyair.org/ISR/ISRFormsAndApplications.htm.

District staff is available to provide assistance with determining if the Project OR future development projects will be subject to Rule 9510, and can be reached by phone at (559) 230-5900 or by email at [email protected].

District Rule 4002 (National Emissions Standards for Hazardous Air Pollutants)
The Project will be subject to District Rule 4002 since the Project will include demolition, renovation, and removal of existing structures. To protect the public from uncontrolled emissions of asbestos, this rule requires a thorough inspection for asbestos to be conducted before any regulated facility is demolished or renovated. Any asbestos present must be handled in accordance with established work practice standards and disposal requirements.

Information on how to comply with District Rule 4002 can be found online at:
http://www.valleyair.org/busind/comply/asbestosbultn.htm.

In the event an existing building will be renovated, partially demolished or removed, the Project may be subject to District Rule 4002. This rule requires a thorough inspection for asbestos to be conducted before any regulated facility is demolished or renovated.

Information on how to comply with District Rule 4002 can be found online at:
http://www.valleyair.org/busind/comply/asbestosbultn.htm.

Comment
LeƩ er
B
Cont.

B-7
cont.

San Joaquin Valley Air Pollution Control District Page 7 of 8 District Reference No: 20230688
August 16, 2023
District Rule 4601 (Architectural Coatings)
The Project will be subject to District Rule 4601 since it is expected to utilize architectural coatings. Architectural coatings are paints, varnishes, sealers, or stains that are applied to structures, portable buildings, pavements or curbs.

The purpose of this rule is to limit VOC emissions from architectural coatings.

In addition, this rule specifies architectural coatings storage, cleanup and labeling requirements. Additional information on how to comply with District Rule 4601 requirements can be found online at:
http://www.valleyair.org/rules/currntrules/r4601.pdf
District Regulation VIII (Fugitive PM10 Prohibitions)
The project proponent may be required to submit a Construction Notification Form or submit and receive approval of a Dust Control Plan prior to commencing any earthmoving activities as described in Regulation VIII, specifically Rule 8021 – Construction, Demolition, Excavation, Extraction, and Other Earthmoving Activities.

Should the project result in at least 1-acre in size, the project proponent shall provide written notification to the District at least 48 hours prior to the project proponents intent to commence any earthmoving activities pursuant to District Rule 8021 (Construction, Demolition, Excavation, Extraction, and Other Earthmoving Activities). Also, should the project result in the disturbance of 5- acres or more, or will include moving, depositing, or relocating more than 2,500 cubic yards per day of bulk materials, the project proponent shall submit to the District a Dust Control Plan pursuant to District Rule 8021 (Construction, Demolition, Excavation, Extraction, and Other Earthmoving Activities). For additional information regarding the written notification or Dust Control Plan requirements, please contact District Compliance staff at (559) 230-5950.

The application for both the Construction Notification and Dust Control Plan can be found online at:
https://www.valleyair.org/busind/comply/PM10/forms/DCP-Form.docx Information about District Regulation VIII can be found online at:
http://www.valleyair.org/busind/comply/pm10/compliance_pm10.htm Other District Rules and Regulations
The Project may also be subject to the following District rules: Rule 4641 (Cutback, Slow Cure, and Emulsified Asphalt, Paving and Maintenance Operations).

Comment
LeƩ er
B
Cont.

B-7
cont.

San Joaquin Valley Air Pollution Control District Page 8 of 8 District Reference No: 20230688
August 16, 2023
District Comment Letter
The District recommends that a copy of the District’s comments be provided to the Project proponent.

If you have any questions or require further information, please contact Jacob Torrez by e-mail at [email protected] or by phone at (559) 230-6558.

Sincerely,
Brian Clements
Director of Permit Services
For: Mark Montelongo
Program Manager
Comment
LeƩ er
B
Cont.

B-8

8/23/23 (P:\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\RTC\TracyRec_RTC.docx) 16 LETTER B
Brian Clements, Director of Permit Services
San Joaquin Valley Air Pollution Control District (SJVAPCD) August 16, 2023

Response B‐1:  The comment, which recommends that the project should utilize the latest tier equipment to further reduce impacts from construction‐related diesel exhaust emissions, is acknowledged. As demonstrated on pages 4‐8 through 4‐10 of the Draft IS/MND, construction emissions for the proposed project were analyzed using the California Emis sions Estimator Model (CalEEMod).

The results of the analysis are presented in Table 4.3.A, which indicates that construction of the proposed project would not exceed the San Joaquin Valley Air Pollution Control District’s (SJVAPCD) significance criteria identified in the Guidance for Assessing and Mitigating Air Quality Impacts (GAMAQI).1 In addition, as identified on page 4‐9 of the Draft IS/MND, the SJVAPCD has implemented Regulation VIII measures for dust control during construction to reduce construction fugitive dust impacts to a less than significant level. These measures are required by Mitigation Measure AIR‐1.

With implementation of Mitigation Measure AIR‐1, construc tion of the proposed project would result in a less‐than‐significant impact. As such, identification and analysis of additional mitigation measures, such as higher tier construction equipment, is not required. No change to the Draft IS/MND is required.

Response B‐2:  The comment, which indicates that the City should evaluate the risk associated with the project for sensitive receptors, is acknowledged . This
comment states that health risk analyses should include all potential air emissions from the project, including diesel exhaust emitted from heavy‐ duty off‐road earth moving equipment during construction, and from ongoing operation of heavy‐duty on‐road trucks.

The SJVAPCD’s GAM
AQI2 states that emissions of toxic air contaminants
(TACs) are considered significant if a health risk assessment (HRA) shows an increased risk of greater than 20 in 1 million. The California Office of Environmental Health Hazard Assessment (OEHHA) Air Toxic Hot Spots Program Risk Assessment Guidelines3 has determined that long‐term exposure to diesel exhaust particulates poses the highest cancer risk of any

1   San Joaquin Air Pollution Control District. 2015. Guidance for Assessing and Mitigating Air Quality Impacts (GAMAQI). March 19. Website: http://www.valleyair.org/transportation/GAMAQI.pdf (accessed August 2023).
2   Ibid.
3   California Office of Environmental Health Hazard Assessment (OEHHA). 2015. Air Toxics Hot Spots Program Guidance Manual for Preparation of Health Risk Assessments. March. Website: https://oehha ca.gov/air/air‐toxics‐hot‐spots (accessed August 2023).

8/23/23 (P:\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\RTC\TracyRec_RTC.docx) 17 TAC it has evaluated. In addition, the California Air Resources Board (CARB) has also identified diesel particulate matter (DPM) emitted by off‐road, diesel‐fueled engines emit DPM as a TAC.1 As such, the TAC of concern would be DPM associated with the use of diesel engines during project construction. For risk assessment procedures, the OEHHA specifies that the surrogate for whole diesel exhaust is DPM. HRA analyses typically use PM10 emissions to represent DPM emissions, consistent with OEHHA guidance. As shown in Table 4.3.A of the Draft IS/MND, PM10 emissions, which are a surrogate for TAC emissions during construction, would result in pollutant emissions below the recommended thresholds, indicating that a significant health risk would also not occur.

Additionally, the proposed project includes the construction of a multi‐ generational recreation center, renovation of El Pescadero Park, and associated improvements. Once operational, these uses would not  generate heavy‐duty on‐road trucks that would result in health impacts to nearby receptors. Further, as shown in Table 4.3.B of the Draft IS/MND (page 4‐12), once operational, the proposed project would result in PM10 emissions below recommended thresholds, indicating that significant mass emissions of PM10 would not occur and a significant health risk would also not occur.

Therefore, the project would not expose sensitive receptors to substantial levels of TACs. No change to the Draft IS/MND is required.

Response B‐3:  The comment, which recommends that the City consider incorporating vegetation barriers and urban greening to further reduce air pollution exposure on sensitive receptors, is ackn
owledged. As outlined in Section

2.3.3.2 of the Draft IS/MND (page 2‐12), approximately 64 existing trees would be removed to accommodate planned amenities, road realignments, and parking lots. However, the proposed project would include installation of new landscaping, including trees, shrubs, grasses, and ground covers throughout the park, including plantings along the north and west boundaries of the project site adjacent to existing residential land uses. The final landscape plan will provide additional detail on the number, location and species to be planted as part of the park improvements. No change to the Draft IS/M
ND is required.

Response B‐4:  The comment, which recommends that the City consider utilizing electric lawn care equipment, is noted. As outlined in Section 2.3.2.1 of the Draft IS/MND (page 2‐11), maintenance activities at El Pescadero Park would be similar to existing conditions and would be performed by existi ng Parks and Recreation staff and maintenance contractors hired by the City.

1   California Air Resources Board (CARB). 2022. Proposed Amendments to the In‐Use Off‐Road Diesel‐Fueled Fleets Regulation. November 17. Website: https://ww2.arb.ca.gov/sites/default/files/barcu/board/ res/2022/res22‐19.pdf (accessed April 2023).

8/23/23 (P:\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\RTC\TracyRec_RTC.docx) 18 Maintenance activities include mowing, facility cleaning, vegetation management, tree care, and general maintenance of the recreation facilities. Because these activities occur under existing conditions, implementation of the proposed project would not result in an increase in NOx or PM2.5 emissions associated with gas‐powered lawn and garden equipment. No change to the IS/MND is required.

Response B‐5:     The comment, which recommends that the City consider incorporating solar power systems into the proposed project, is noted. As outlined in Section

2.3.3.5 of the Draft IS/MND (page 2‐12), the proposed multi‐gene rational recreation center would achieve Leadership in Energy and Environmental Design (LEED) certified at the Platinum Level. The design of the building would maximize sustainable approaches (e.g., implementation of Zero Net Carbon [ZNC], use of solar energy, and/or use of battery storage) to meet peak demands. Although solar energy is not included in  the list of proposed design features listed in the Draft IS/MND, photovoltaic panels are included in the project design and would be used to power the proposed recreation center. No change to the Draft IS/MND is required.

Response B‐6:     The comment, which recommends that the City install ele ctric vehicle (EV) chargers, is noted. As described in Section 3.8, Greenhouse Gas Emissions, of the Draft IS/MND (page 4‐40 and 4‐41), Mitigation Measure GHG‐1 requires the City to provide electric vehicle charging capabilities consistent with the most recently adopted version of the California Green Building Standards Code (CALG
reen) Tier 2 measures. With implementation of
Mitigation Measure GHG‐1, the proposed project would be consistent with the project design elements that would achieve California’s long‐term climate goals. No change to the IS/MND is required.

Response B‐7:  This comment provides an overview of the SJVAPCD rules and regulations applicable to the proposed project. Th
e City will comply with all applicable
SJVAPCD rules and regulations and obtain any necessary permits prior to project construction, as required. No change to the Draft IS/MND is required.

Response B‐8:  The comment, which recommends that a copy of the SJVAPCD’s comments be
provided to the project proponent, is noted. The City of Tracy, which is both the lead agency and the project proponent for the El Pescadero Park & Multi‐Generational Recreation Center Project, is in receipt of SJVAPCD’s comments. No change to the Draft IS/MND is required.

ATTACHMENT
Attachment:   Mitigation Monitoring and Reporting Program R ESPONSE   TO   C OMMENTS
A UGUST   2023
E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER   P ROJECT T RACY ,   C ALIFORNIA

8/23/23 (P:\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\RTC\TracyRec_RTC.docx) ATTACHMENT A
MITIGATION MONITORING AND REPORTING PROGRAM

M ITIGATION   M ONITORING   AND   R EPORTING   P ROGRAM A UGUST   2023
E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA

\\lsaazfiles.file.core.windows.net\projects\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\MMRP\TracyRec_MMRP.docx (08/22/23) 1 MITIGATION MONITORING AND REPORTING PROGRAM
This Mitigation Monitoring and Reporting Program (MMRP) is formulated based upon the findings of the Initial Study/Mitigated Negative Declaration (IS/MND) prepared for the El Pescadero Park and Multi‐Generational Recreation Center Project (project). The MMRP, which is found in Table A, lists mitigation measures recommended in the IS/MND and identifies mitigation monitoring requirem
ents.

This MMRP has been prepared to comply with the requirements of State law (Public Resources Code Section 21081.6). State law requires the Lead Agency to adopt an MMRP when mitigation measures are required to avoid significant impacts. The MMRP is intended to ensure compliance with the mitigation measures identified in the IS/MND during imple mentation of the project.

The MMRP is organized in a matrix format. The first column identifies the recommended mitigation measures. The second column, entitled Implementation Actions, refers to the actions taken by the party responsible for oversight to ensure compliance. The third column, entitled Timing Requirements, refers to whe n the monitoring will occur to ensure that the mitigating action is completed. The fourth column, entitled Monitoring/Reporting Responsibility refers to the party responsible for oversight or ensuring that the mitigation measure is implemented. The fifth column, entitled Verified By and Date, refers to the party and date the action was verified as comple te.

E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA
M ITIGATION   M ONITORING   AND   R EPORTING   P ROGRAM A UGUST   2023

\\lsaazfiles.file.core.windows.net\projects\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\MMRP\TracyRec_MMRP.docx (08/22/23) 2 This page intentionally left blank
M ITIGATION   M ONITORING   AND   R EPORTING   P ROGRAM A UGUST   2023
E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA

\\lsaazfiles.file.core.windows.net\projects\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\MMRP\TracyRec_MMRP.docx (08/22/23) 3 Table A: Mitigation Monitoring and Reporting Program
Mitigation Measure
Implementation
Actions
Timing
Requirements
Monitoring/Reporting
Responsibility   Verified By and Date
AIR QUALITY
AIR‐1: Consistent with SJVAPCD Regulation VIII (Fugitive PM10 Prohibitions), the following controls are required to be included as specifications for the proposed project and implemented at the construction site:
 All disturbed areas, including storage piles, which are not being actively utilized for construction purposes, shall be effectively stabilized of dust emissions using water, chemical
stabilizer/suppressant, covered with a tarp or other suitable cover or vegetative ground cover.
 All on‐site unpaved roads and off‐site unpaved access roads shall be effectively stabilized of dust emissions using water or chemical stabilizer/suppressant.
 All land clearing, grubbing, scraping, excavation, land leveling, grading, cut and fill, and demolition activities shall be effectively controlled of fugitive dust emissions utilizing application of water or by presoaking.
 When materials are transported off site, all material shall be covered, or effectively wetted to limit visible dust emissions, and at least 6 inches of freeboard space from the top of the container shall be maintained.
 All operations shall limit or expeditiously remove the accumulation of mud or dirt from adjacent public streets at the end of each workday. (The use of dry rotary brushes is expressly prohibited except where preceded or accompanied by sufficient wetting to limit the visible dust emissions. Use of blower devices is expressly forbi dden).
 Following the addition of materials to, or the removal of materials from, the surface of out‐door storage piles, said piles shall be effectively stabilized of fugitive dust emission utilizing sufficient water or chemical stabilizer/suppressant.

 Include measure as
Condition of
Approval.
 Implementation
actions are
outlined in the
measure.

Throughout the
construction period.
 The City of Tracy (City) is
responsible for
incorporating this
measure into contract
specifications and for
ensuring compliance
during construction.
 The Construction
Contractor is responsible
for implementing this
measure.

E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA
M ITIGATION   M ONITORING   AND   R EPORTING   P ROGRAM A UGUST   2023

\\lsaazfiles.file.core.windows.net\projects\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\MMRP\TracyRec_MMRP.docx (08/22/23) 4 Table A: Mitigation Monitoring and Reporting Program
Mitigation Measure
Implementation
Actions
Timing
Requirements
Monitoring/Reporting
Responsibility   Verified By and Date
BIOLOGICAL RESOURCES
BIO‐1: Prior to construction activities occurring during the nesting bird season (February 1 through August 31), pre‐construction activity surveys for nesting birds shall be conducted by a qualified biologist to ensure that no nests will be disturbed during project implementation. Surveys shall be conducted no more than 7 days prior to the in
itiation of construction activities. During this survey, the biologist shall inspect all trees and other potential nesting habitats (e.g., shrubs, ground, and structures) in the impact area plus a surrounding 300‐foot buffer for nests. If removal of potential nesting substrate or project grading will occur during more than one nesting se
ason, or in different parts of the project site in phases over the course of a single season, then additional pre‐activity surveys must be performed within 7 days prior to initiation of work in any particular area. If the pre‐construction activity survey does not identify the presence  of any active nests on or within 300 feet of the site, construction activities may proceed.

If nests known to have eggs or young, or that cannot be confirmed to be inactive or to lack eggs or young, are found, or adults are demonstrating nesting behavior, a qualified biologist shall es tablish an appropriate construction‐free buffer around each nest.

Generally, a buffer of 300 feet for raptors or 100 feet for songbirds is adequate to avoid causing nest abandonment. The buffer shall remain in place until the qualified biologist has confirmed that the nest is no longer active.

If less than a 10 0‐foot nest buffer is necessary and determined to be appropriate for a particular nest or nests, a qualified biologist shall monitor the nest(s) before construction to document baseline nesting behavior, and then monitor the nest during construction to ensure nesting birds are not exhibiting signs of stress and territorial behavior. If
signs of stress are observed during the monitoring,
construction activities shall cease or the buffer shall be increased, as  Include measure as
Condition of
Approval
 Incorporate
measure as part of
construction
specifications
No more than 7 days
prior to construction
activities and
throughout the
construction period.
 The City is responsible for
incorporating this
measure into contract
specifications and
ensuring work is
conducted outside of the
nesting bird season, if
possible.
 A qualified biologist is
responsible for
conducting a pre‐
construction survey of the
site, determining an
appropriate buffer zone,
and monitoring the
buffers during
construction.
 The Construction
Contractor is responsible
for keeping work out of
the buffers.

M ITIGATION   M ONITORING   AND   R EPORTING   P ROGRAM A UGUST   2023
E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA

\\lsaazfiles.file.core.windows.net\projects\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\MMRP\TracyRec_MMRP.docx (08/22/23) 5 Table A: Mitigation Monitoring and Reporting Program
Mitigation Measure
Implementation
Actions
Timing
Requirements
Monitoring/Reporting
Responsibility   Verified By and Date
determined by a qualified biologist, to a sufficient distance such that the nesting birds are no longer exhibiting signs of stress.

To prevent encroachment, the buffer shall be clearly marked for avoidance. The established buffer shall remain in effect until the young have fledged or the nest is no longer active as confirmed by the biologist.

BIO‐2: Prior to any tree removal, a qualified biologist shall conduct a habitat assessment for bats within the project site. The habitat assessment shall include a visual inspection of potential roosting features (e.g., cavities, crevices in wood and bark, exfoliating bark for colonial species, and suitable canopy for foliage roosting species). If
suitable habitat trees are found, they shall be flagged or otherwise clearly marked and tree trimming or removal shall not proceed unless the following occur:

In trees with suitable habitat, presence of bats is presumed, or documented during the surveys described below and removal using a two‐step removal process detail ed below occurs only during seasonal periods of bat activity, from approximately March 1 through April 15 and September 1 through October 15; or After a qualified biologist conducts night emergence surveys or completes visual examination of roost features that establish absence of roosting bats.

Two‐step tree removal shall be conducted over two consecutive days as follows:
 The first day (in the afternoon), under the direct supervision and instruction by a qualified biologist with experience conducting two‐step tree removal, limbs and branches shall be removed by a tree cutter using chainsaws only. Limbs with cavities, crevices, and deep bark fissures shall be avoided.
 The second day the entire tree shall be removed.

 Include measure as
Condition of
Approval
 Incorporate
measure as part of
construction
specifications
Prior to and during
project construction.
 The City is responsible for
hiring a qualified
biologist, timing
construction activities to
avoid impacts, and
ensuring compliance
during project
construction.
 The qualified biologist is
responsible for
conducting
preconstruction surveys,
establishing buffers,
conducting worker
training, and removing
bats, if needed.
 The Construction
Contractor is responsible
for following the
appropriate tree removal
process.

E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA
M ITIGATION   M ONITORING   AND   R EPORTING   P ROGRAM A UGUST   2023

\\lsaazfiles.file.core.windows.net\projects\LPX2204 Tracy Rec Center\PRODUCTS\Initial Study\MMRP\TracyRec_MMRP.docx (08/22/23) 6 Table A: Mitigation Monitoring and Reporting Program
Mitigation Measure
Implementation
Actions
Timing
Requirements
Monitoring/Reporting
Responsibility   Verified By and Date
CULTURAL RESOURCES
CULT‐1:   If deposits of pre‐contact or historical archaeological materials are encountered during project activities, all work within 25 feet of the discovery shall be redirected, and the qualified archaeologist should assess the situation, consult with agencies as appropriate, and make recommendations for the treatment of the discovery. Project personnel shall not co llect  or move any archaeological materials. Archaeological materials can include flaked‐stone tools (e.g., projectile points, knives, and choppers) or obsidian, chert, basalt, or quartzite toolmaking debris; bone tools; culturally darkened soil (i.e., midden soil often containing heat‐ affected rock, ash and charcoal, shellfish remains, bones, and other cultural material s); and stone‐milling equipment (e.g., mortars, pestles, and handstones). Pre‐contact archaeological sites often contain human remains. Historic‐period materials can include wood, stone, concrete, or adobe footings, walls, and other structural remains; debris‐filled wells or privies; and deposits of wood, glass, ceramics, metal, and other refuse.

Impacts to archaeological cultura l resources shall be avoided by project activities. If such deposits cannot be avoided, the City of Tracy (City) should, in consultation with local California tribal groups, evaluate the significance of the find under the California Environmental Quality Act (CEQA). If the find is determined to qualify as a historical resource ( Public Resources Code [PRC] Section 21084.1) or unique archaeological resource (PRC Section 21083.2), impacts to the deposit will need to be avoided or such impacts must be treated. If treatment is required, a plan shall be developed to mitigate, avoid, or minimize impacts to cultural resources.

Treatments may consist of, but are not nece ssarily limited to, systematic recovery and analysis of archaeological deposits; recording the resource; preparing a report of findings; accessioning recovered archaeological materials at an appropriate curation facility; and community outreach. All reports produced as part of the evaluation and treatment of cultural resources identified during  Include measure as
Condition of
Approval.
 Incorporate
measure as part of
construction
specifications.

Prior to and
throughout the
construction period.
 The City is responsible for
incorporating this
measure into contract
specifications, hiring a
qualified archaeologist,
and for ensuring
compliance during
construction.
 The qualified
archaeologist is
responsible for
conducting monitoring
during initial ground
disturbance, evaluating
the resources, and
determining the
appropriate treatment of
the discovery.
 The Construction
Contractor is responsible
for cooperating with the
qualified archaeologist if
resources are discovered.

M ITIGATION   M ONITORING   AND   R EPORTING   P ROGRAM A UGUST   2023
E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA
\\lsaazfiles.file.core.windows.net\projects\LP
X2204 Tracy Rec Center\PRODUCTS\Initial Study\MMRP\TracyRec_MMRP.docx (08/22/23) 7 Table A: Mitigation Monitoring and Reporting Program
Mitigation Measu
re
Implementation
Actions
Timing
Requirements
Monitoring/Reporting
Responsibility   Verified By and Date
the project shall be submitted to the City for review and comment.

All final documents shall be submitted to the Central California Information Center (CCaIC).

GEOLOGY AND SOILS
GEO‐1: Paleontological Resources. If paleontological resources are encountered during the course of ground disturbance, work in the immediate area of the find shall be redirected and a paleontologist shall be contacted to assess the find for scientific significance. If determined to be significant, the fossil shall be collected from the field. The paleontologi
st may also make recommendations regarding
additional mitigation measures, such as paleontological monitoring.

Scientifically significant resources shall be prepared to the point of identification, identified to the lowest taxonomic level possible, cataloged, and curated into the permanent collections of a museum repository. If scientifically significant paleontological resources are collect
ed, a report of findings shall be prepared to document the collection.
 Include measure as
Condition of
Approval.
 Incorporate
measure as part of
construction
specifications.

Throughout the
construction period.
 The City is responsible for
incorporating this
measure into contract
specifications, hiring a
qualified paleontologist (if
discoveries are made), and
for ensuring compliance
during construction.
 The qualified paleon‐
tologist is responsible for
determining the
appropriate treatment of
the discovery.
 The Construction
Contractor is responsible
for cooperating with the
qualified paleontologist if
resources are discovered.

GREENHOUSE GAS EMISSIONS
GHG‐1: In order to meet the Bay Area Air Quality Management District (BAAQMD) greenhouse gas (GHG) threshold requirements, the proposed project shall provide electric vehicle charging capabilities consistent with the most recently adopted version of the California Green Building Standards Code (CALGreen) Tier 2 measures.
 Include measure as
Condition of
Approval.

Prior to final design
approval.
 The City is responsible for
including this measure as
a condition of approval
and for reviewing final
design plans to ensure
compliance with this
measure.

E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA
M ITIGATION   M ONITORING   AND   R EPORTING   P ROGRAM A UGUST   2023
\\lsaazfiles.file.core.windows.net\projects\LP
X2204 Tracy Rec Center\PRODUCTS\Initial Study\MMRP\TracyRec_MMRP.docx (08/22/23) 8 Table A: Mitigation Monitoring and Reporting Program
Mitigation Measu
re
Implementation
Actions
Timing
Requirements
Monitoring/Reporting
Responsibility   Verified By and Date
NOISE
NOI‐1: Construction Noise and Vibration. Prior to issuance of grading permits, the City Engineer of the City of Tracy shall verify that grading and construction plans include the following requirements:
 Ensure that the greatest distance between noise sources and sensitive receptors during construction activities has been achieved.
 Construction equipment, fixed or mobile, shall be equipped with properly operating and maintained noise mufflers consistent with manufacturers' standards.
 Construction staging areas shall be located away from off site sensitive uses during the later phases of project development.  The construction contractor shall place all stationary construction equipment so that emitted noise is directed away from sensitive receptors nearest the project site whenever feasible.
 The construction contractor shall use on‐site electrical sources to power equipment rather than diesel generators where feasible.  A sign, legible at a distance of 50 feet, shall also be posted at the construction site. All notices and the signs shall indicate the dates and duration of construction activities, as well as provide a telephone number for the "noise disturbance coordinator."  The Construction Manager shall be responsible for responding to any local complaints about construction noise. The Construction Manager shall determine the cause of the noise complaint (e.g., starting too early, bad muffler, etc.) and shall be required to implement reasonable measures to reduce noise levels. All signs posted at the construction site shall list the telephone number for the Construction Manager.
 Include measure as
Condition of
Approval.
 Incorporate
measure as part of
construction
specifications.

Prior to the issuance of
grading permits and
throughout the
construction period
 The City is responsible for
incorporating this
measure into contract
specifications and for
ensuring compliance
during construction.
 The Construction
Contractor is responsible
for implementing this
measure.

M ITIGATION   M ONITORING   AND   R EPORTING   P ROGRAM A UGUST   2023
E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA
\\lsaazfiles.file.core.windows.net\projects\LP
X2204 Tracy Rec Center\PRODUCTS\Initial Study\MMRP\TracyRec_MMRP.docx (08/22/23) 9 Table A: Mitigation Monitoring and Reporting Program
Mitigation Measu
re
Implementation
Actions
Timing
Requirements
Monitoring/Reporting
Responsibility   Verified By and Date
NOI‐2: Construction Vibration Damage. Due to the close proximity to surrounding structures, the City Engineer of the City of Tracy shall verify prior to issuance of demolition or grading permits, that the approved plans require that the construction contractor shall implement the following mitigation measures during project construction activities to ensure that damage  does not occur at surrounding structures:
 A 15‐foot buffer between existing structures and the Project site area shall be clearly delineated with stakes, fencing or other conspicuous boundary markings, to outline the area in which the use of heavy equipment shall be avoided.
 The use of heavy construction shall be avoided within 15 feet of existing surrounding structures.
 However, if the use of heavy equipment is required within 15 feet of surrounding structures, the following measures should be employed:
o Identify structures that are located within 15 feet of heavy construction activities and that have the potential to be affected by ground‐borne vibration. This task shall be
conducted by a qualified struct ural engineer as approved by the City's Director of Community Development, or designee. o Develop a vibration monitoring and construction contingency plan for approval by the Director of Community Development, or designee, to identify structures where monitoring would be conducted; set up a vibration monitoring schedule; define structure‐specific vibration li mits; and address the need to conduct photo, elevation, and crack surveys to document before and after construction conditions. Construction
contingencies would be identified for when vibration levels approached the limits.
o At a minimum, monitor vibration during initial demolition activities. Monitoring results may indicate the need for more or less intensive measurem
ents.
o When vibration levels approach limits, suspend construction and implement contingencies as identified in the approved  Include measure as
Condition of
Approval.
 Incorporate
measure as part of
construction
specifications.

Prior to the issuance of
demolition or grading
permits and
throughout the
construction period
 The City is responsible for
incorporating this
measure into contract
specifications and for
ensuring compliance
during construction.
 The Construction
Contractor is responsible
for implementing this
measure.

E L   P ESCADERO   P ARK   &   M ULTI ‐ G ENERATIONAL   R ECREATION   C ENTER T RACY ,   C ALIFORNIA
M ITIGATION   M ONITORING   AND   R EPORTING   P ROGRAM A UGUST   2023
\\lsaazfiles.file.core.windows.net\projects\LP
X2204 Tracy Rec Center\PRODUCTS\Initial Study\MMRP\TracyRec_MMRP.docx (08/22/23) 10 Table A: Mitigation Monitoring and Reporting Program Mitigation Measu
re
Implementation
Actions
Timing
Requirements
Monitoring/Reporting
Responsibility   Verified By and Date
vibration monitoring and construction contingency plan to either lower vibration levels or secure the affected structures.

Source: LSA (2023).

were not]

was not]

2. _______________________________________
_________________________________________
_______________________________________
___________________________________________________________________________________ Notice of Determination
To: From:

Office of Planning and Research Public Agency: ___________________________ Address: ________________________________U.S. Mail:

P.O. Box 3044
Sacramento, CA 95812-3044
Street Address:
1400 Tenth St., Rm 113
Sacramento, CA 95814
_______________________________________
Contact: _________________________________
Phone: __________________________________
County Clerk
Lead Agency (if different from above): County of: _________________________________ Address: __________________________________
Address: ________________________________
Contact: _________________________________
Phone: __________________________________
SUBJECT: Filing of Notice of Determination in compliance with Section 21108 or 21152 of the Public Resources Code.

State Clearinghouse Number (if submitted to State Clearinghouse):______________________________ Project Title: _________________________________________________________________________ Project Applicant: _____________________________________________________________________ Project Location (include county):_________________________________________________________ Project Description:

This is to advise that the ____________________________________________ has approved the above ( Lead Agency or Responsible Agenc
y)
described project on _______________
and has made the following determinations regarding the above (date)
described project.

1. The project [ will will not] have a significant effect on the environment.

2. An Environmental Impact Report was prepared for this project purs uant to the provisions of CEQA.

A Negative Declaration
was prepared for this project pursuant to the provisions of CEQA.

3. Mitigation measures [ were made a condition of the approval of the project.

4. A mitigation reporti
ng or monitoring plan [ was was not] adopted for this project.

5. A statement of Overriding Considerations [ was adopted for this project.

6. Findings [ were were not] made pursuant to the provisions of CEQA.

This is to certify that the final EIR with comments and responses and record of project approval, or the negative Declaration, is available to the General Public at:

Signature (Public Agency): _____________________________ Title: ____________________________ Date: _______________________________ Date Receive
d for filing at OPR: ____________________
Authority cited: Sections 21083, Public Resources Code.

Reference Section 21000-21174, Public Resources Code. Revised 2011

APPROVED AS TO FORM AND LEGALITY
________________________
CIT
Y ATTORNEY’S OFFICE
TRAC

Y CITY COUNCIL
RES
OLUTION 2024-_____
1) ADOPTING THE MITIGATED NEGATIVE DECLARATION AND

MITIGATION MONITORING AND REPORTING PROGRAM, IN

ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT,

FOR THE MULTI-GENERATIONAL RECREATION CENTER PROJECT,
CAPITAL IMPROVEMENT PROJECT 78178, AND 2) AUTHORIZING THE

CITY MANAGER TO EXECUTE AND FILE THE NOTICE OF DETERMINATION WHER
EAS, the Multi-Generational Recreation Center project is an approved Capital Improvement Project (CIP), 78178 (Project); and
WHER
EAS, the Project includes the redevelopment of the existing El Pescadero Park to create a new multi-generational recreation center on West Grant Line Road in Tracy. The proposed multi-generational recreation center would consist of an approximately 61,300-square-foot, two-story building with a maximum height of approximately 35 feet that would include a three-court gymnasium, two multi-purpose rooms, kitchen, entry lobby, bouldering wall, teen lounge and technology area, makers space, restroom, offices, elevated running track and outdoor courtyard. Additional park improvements would include relocation and renovation of the existing dog park, skate park and basketball courts and installation of new trails, landscaping and lighting. In addition, the existing parking lot would be reconfigured, and new parking stalls added to expand the overall parking capacity and the existing access road/driveway from West Grant Line Road would be extended through the existing parking lot and along the southern and eastern boundaries of the site, connecting to West Kavanagh Avenue at the northern boundary of the project site; and WHER
EAS, on February 15, 2022, Resolution No. 2022-019 was adopted by the City Council, approving a Professional Services Agreement (PSA) for LPA, Inc., to lead site feasibility studies, design, development of construction documents, environmental documentation preparation, a traffic study, and more for the Project, CIP 78178; and
WHERE
AS, the City is the lead agency under the California Environmental Quality Act (CEQA) for environmental review of the project, and in July 2023, the environmental sub-consultant for the Project, LSA, prepared an Initial Study/Mitigated Negative Declaration (IS/MND) for the project; and
WHEREAS, the City has evaluated potential environmental effects of the Project through the preparation and circulation of a proposed Mitigated Negative Declaration (State Clearinghouse No. 2023090594) and consideration of all comments and responses as attached hereto as Attachment D and incorporated herein by this reference. This process included the following actions:

Resolution 2024-_____

1. The 20- day review period for the proposed Mitigated Negative Declaration was initiated on July 27, 2023, with the submittal of the proposed Mitigated Negative Declaration to the State Clearinghouse for public review. The Notice of Intent (NOI) to adopt the Mitigated Negative Declaration was filed with the San Joaquin County Clerk on or about July 28, 2023. On July 28, 2023, the NOI was published in the Tracy Press newspaper and sent to interested agencies and fronting residents prior to beginning the 20-day review period. Copies of the environmental documents were available for review at the City’s website:
https://www.cityoftracy.org/our-cit y/departments/parks-recreation-department/multi- generational-facility.

2. Two co
mment letters on the proposed Mitigated Negative Declaration were received by the City before the end of the 20-day public review period on August 16 , 2022 and minor modifications to the MND and Mitigation Monitoring and Reporting Program (MMRP) were deemed necessary.

WHEREAS, al l ac tions required to be t aken by appl icable law r elated to the preparation, circulation, and review of the proposed Mitigated Negative Declaration have been taken; and WHEREAS, no new significant information, as defined by CEQA Guidelines Section 15073.5, was received by the City after circulation of the draft Mitigated Negative Declaration such that recirculation is required, and the information contained in the final Mitigated Negative Declaration supports the draft Mitigated Negative Declaration’s analysis and conclusions; and WHEREAS, the IS/MND determined that the proposed project will not have significant impacts on the environment with the inclusion of appropriate avoidance, minimization and mitigation measures included in the draft MMRP; and
WHEREAS, CEQA requires that the lead agency, in this case the City, consider the proposed Mitigated Negative Declaration and MMRP, together with any comments received during the public review process; and
WHEREAS, staff recommends that the City Council adopt the Mitigated Negative Declaration and the MMRP, as the appropriate environmental document; and WHEREAS, staff further recommends that the City Council authorize the City Manager to file a Notice of Determination with the San Joaquin County Clerk after execution, and together, this will complete the environmental document process for the Project, in compliance with CEQA; now, therefore, be it
RESOLVED: That the City Council of the City of Tracy hereby incorporates, as findings, the recitals
set forth above as if restated herein in their entirety; and be it further RESOLVED: That
the City Council is making its decision to adopt the Mitigated Negative Declaration for this Project in light of the record as a whole as set forth in these findings; and be it further RESOLVED: That the City Council finds that this Project should not have a potentially significant effect on the environment with mitigation measures incorporated, based upon the criteria of the Guidelines of the State Secretary for Resources, Sections 15064 (Determining Significant Effect), 15065 (Mandatory Findings of Significance), and 15070 (Decision to prepare a Mitigated Negative Declaration),
and the reasons as documented in the Mitigated Negative Declaration and MMRP for the Project, attached hereto; and Resolution 2024-_____

RESOLVED: That the City Council finds that the mitigation measures needed for this Project have been incorporated in the project, as set forth in the Mitigated Negative Declaration and MMRP, and in the independent judgment of the City Council, there is no substantial evidence that the project, with the mitigation measures incorporated, could have a significant effect on the environment; and be it further
RESOLVED: That based on the findings set forth in this Resolution, and on the record of the public hearing, the City Council hereby approves the Mitigated Negative Declaration for the Project, as presented to Council and set forth in the staff report and certifies that the Mitigated Negative Declaration is an adequate and complete document prepared in compliance with the California Environmental Quality Act, as amended, and the State and local Guidelines promulgated there under; and be it further RESOLVED: That the City Council hereby adopts the Mitigation Monitoring and Reporting Program set forth in the Mitigated Negative Declaration and incorporated herein by this reference, as the
mitigation monitoring and reporting program for the Project; that the City Council finds that the Mitigation Monitoring and Reporting Program has been prepared in accordance with CEQA and the CEQA Guidelines and directs the City Manager to execute and file the Notice of Determination and oversee the implementation of the Program; and be it further RESOLVED: That the City Council, in adopting the Mitigated Negative Declaration and MMRP for this Project, of which the findings set forth in this Resolution are a part, did so through the exercise of their independent judgment and review after finding substantial evidence, in light of the record as a whole, to support the adoption of the Mitigated Negative Declaration MMRP; and be it further RESOLVED: That the Cit y Council has made its decision to adopt the Mitigated Negative Declaration and MMRP in light of all the testimony and evidence presented at or prior to the close of the public hearing, including letters, reports, comments, analyses, etc. The City Council after review and comment, by its staff, critically reviewed, corrected, and augmented where necessary, as set forth in the record and procedural findings on this Project.
* * * * *
* * * * * * * * *
The foregoing Resolution 2024-_____ was adopted by the Tracy City Council on the 16th of January 2024, by the following vote:

AYES: COUNCI
L MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTENTION: COUNCIL MEMBERS:
___________________________________________

NANCY D. YOUNG
Mayor of the City of Tracy, California
ATTEST:

ADRIANNE RICHARDSON
City Clerk and Clerk of the Council of the
City of Tracy, California
January 16, 2024
Agenda Item 3.B

RECOMMENDAT
ION
Staff recommends that the Tracy City Council and the Tracy Public Financing Authority, concurrently, take actions as follows:

Tracy City Council
1) Conduct a public hearing relating to the issuance of lease revenue bonds by the Tracy Public Financing Authority, and upon conclusion of the public hearing 2) Adopt a Resolution: (A) authorizing the issuance and sale of lease revenue bonds in the aggregate principal amount not exceeding $60,000,000 by the Tracy Public Financing Authority to provide financing for the acquisition and construction of the multi- generational recreation center, improvements to El Pescadero Park and related public improvements, (B) declaring the intention to reimburse expenditures related to such public improvements, (C) rescinding Resolution No. 2022-061, (D) providing for approval of related documents, and (E) directing related actions Tracy Publi
c Financing Authority
Adopt a Resolution (A) authorizing the issuance and sale of lease revenue bonds to provide financing for the acquisition and construction of the Multi-Generational Recreation Center, improvements to El Pescadero Park and related public improvements, (B) providing for the approval of related documents, and (C) directing related actions.

EXECUTIVE SUMMARY
On December 5, 2023, the City Council approved, by motion, a proposed funding plan for the Multi-Generational Recreation Center project (CIP 78178), which includes a complete renovation of El Pescadero Park, including related public improvements (the Project). The proposed funding plan includes the issuance of lease revenue bonds.

Lease financings are commonly structured as lease revenue bonds issued by a joint powers authority
(a separate public agency formed to provide assistance with financings). As explained below, the City and the Tracy Industrial Development Authority (Authority) are parties to a First Amended and
Restated Joint Powers Agreement, dated as of October 17, 2018 (the Joint Powers
Agreement). The Joint Powers Agreement delegates authority to the Authority to issue lease revenue
bonds for City projects.

Staff recommends that the City Council and the Tracy Public Financing Authority take the actions
noted above, to enable the issuance of lease revenue bonds for the Project.

The debt service on the lease revenue bonds will be paid from lease payments made by the City, and the lease payments are expected to be paid from Measure V funds.

Agenda Item 3.B
January 16, 2024

City voters approved a general sales tax measure (Measure V) on November 8, 2016, resulting in an additional 0.5% sales tax through March 31, 2036.

On December 5, 2023, the City Council gave direction to staff to fund approximately $54,000,000 of the Project costs through public financing and Measure V, with a 30-year repayment term.

Subject to City Council approval, staff expects to solicit bids to construct the Project beginning on or about January 17, 2024, to return to the City Council to award a bid on February 15, 2024, and to break ground on the Project in April 2024.

LEASE FINANCINGS
California cities commonly use lease financing to pay for capital improvements through their general fund without first holding a city-wide election. Lease financings are commonly structured as lease revenue bonds issued by a joint powers authority (a separate public agency formed to provide assistance with financings). Under a lease revenue bond financing, the city is obligated to make lease payments to the joint powers authority for the right to use and occupy a public building, and the joint powers authority assigns its right to receive the lease payments to a bond trustee; the bond trustee uses the lease payments to pay debt service on lease revenue bonds that are sold to investors. In lease financing structures, cities covenant to annually budget and appropriate from the general fund for the lease payments.

TRACY PUBLIC FINANCING AUTHORITY
The City and the Tracy Industrial Development Authority (the Industrial Development Authority) are parties to a First Amended and Restated Joint Powers Agreement, dated as of October 17, 2018 (the Joint Powers Agreement), pursuant to which the Authority was established as a joint exercise of powers authority under the Joint Exercise of Powers Act (Government Code §6500 et seq.) (the Joint Powers Law) for the purpose of providing assistance to the City and the Industrial Development Authority with their financing programs, and for any other purposes authorized under Article 4 of the Joint Powers Law (the Bond Law).

ANALYSIS

PROPOSED LEASE REVENUE BONDS
Staff recommends the following actions:

Public Hearing. Staff recommends that the City Council hold a public hearing on the proposed issuance of lease revenue bonds by the Authority to finance the Project, as required by the Bond Law.

City and Authority Approvals. Staff recommends that the City Council and the Board of Directors of the Authority adopt resolutions:
(i) authorizing the issuance by the Authority of lease revenue bonds in a maximum

BACKGROUND AND LEGISLATIVE HISTORY
MEASURE V FUNDING; THE PROJECT
Agenda Item 3.B
January 16, 2024

principal amount of $60,000,000 to finance the Project (the Lease Revenue Bonds),
(ii) approvi
ng the sale of the Lease Revenue Bonds to Piper Sandler & Co. (the Underwriter),
(iii) approvi
ng Jones Hall, A Professional Law Corporation, as Bond Counsel and Disclosure Counsel, and CSG Advisors, Incorporated as Municipal Advisor; (iv) dir
ecting staff to work with the City’s financing team to prepare the agreements and documents required to issue and sells the Lease Revenue Bonds, and return at a later meeting for approval of such documents.

In additi
on, pursuant to Resolution No. 2022-061 adopted on May 17, 2022, the City Council previously declared its intention to reimburse itself for expenditures related to the multi-generational recreation center with proceeds of tax-exempt obligations to be issued in a maximum principal amount of $45,000,000, and staff recommends that the City Council amend such Resolution to increase the maximum principal amount to $60,000,000 and to provide for the issuance of such debt for the entire Project.

TERM

S OF THE LEASE REVENUE BONDS
Pursuant
to the resolutions, the true interest cost of the Lease Revenue Bonds cannot exceed 7.00% and the principal amount of the Lease Revenue Bonds cannot exceed $60,000,000.

Govern
ment Code Section 5852.1 requires the City to obtain and disclose a good faith estimate of certain information about the Lease Revenue Bonds, including the true interest cost, the financing costs, the use of proceeds and the total payment amount, and this information is included in Appendix A of the proposed resolutions. Based upon current market conditions as of the week of December 4, 2023, the Lease Revenue Bonds are estimated to be issued in the amount of $50,285,000, which does not include approximately $4,236,000 of net premium estimated to be generated, for total gross bond proceeds of $54,581,000, and net Project funds of $54,000,000. Net premium is generated when, on a net aggregate basis for a single issuance of bonds, the price paid for such bonds is higher than the face value of such bonds. At then-current market conditions, the Lease Revenue Bonds are expected to carry a true interest cost of approximately 4.54% -. The final interest rate on the Lease Revenue Bonds will not be determined until the Lease Revenue Bonds price in April 2024.

Staff
expects to return for City/Authority approval of the financing documents on March 19, 2024.

CALIF

ORNIA ENVIRONMENTAL QUALITY ACT
The City
is the lead agency for California Environmental Quality Act (CEQA) review of the Project. In July 2023, the environmental sub-consultant for the Project prepared an Initial Study/Mitigated Negative Declaration (IS/MND) to evaluate the potential environmental impacts of the proposed Project. The Draft IS/MND was posted on the Agenda Item 3.B
January 16, 2024

City’s website from July 27, 2023, to August 16, 2023, for comments in accordance with CEQA requirements. Furthermore, the notice was published in Tracy Press on July 28, 2023, and sent to all properties within a 300- foot radius of El Pescadero Park for review and comment. The Notice of Completion was submitted to the State Clearinghouse for the City to begin the requisite review process. The IS/MND determined that the proposed Project will not have significant impacts on the environment, with the inclusion of appropriate avoidance, minimization and mitigation measures included in the Mitigation Monitoring and Reporting Program (MMRP). By separate action, the City Council considered and adopted the MND and MMRP.

COORDINATION
Coordination on this agenda item included City staff from various City departments including Parks & Recreation,
Finance, City Attorney’s Office and City Manager’s office along with staff from Jones
Hall.

FISCAL IMPACT
The lease payments to be made by the City under the Lease Agreement are expected to be paid with Measure V revenues (F307); the Measure V sales tax expires on March 31, 2036; thereafter, lease payments, which are estimated annually to average approximately $3,315,000 per year through November 1, 2054, would be paid from available general fund revenues.

The fees and expenses of the financing team, including Bond Counsel, Disclosu re Counsel, Underwriter and Municipal Advisor are paid from proceeds of the Lease Reve nue Bonds.

STRATEG

IC PLAN
This agenda item supports the City of Tracy’s Quality of Life Str ategic Priority, and specifically implements the following goals:

Goal 2: Facilitate the Completion of Measure V Amenities; Objective 3: Implement design of Measure V amenity and Objective 4: Break ground on Measure V amenity.

ACTION REQUESTED OF THE CITY COUNCIL
Staff recommends that the Tracy City Council and the Tracy Public Financing Authority, concurrently, take actions as follows:

Tracy
City
Council
1) Conduct a public hearing relating to the issuance of lease revenue bonds by the Tracy Public Financing Authority, and upon conclusion of the public hearing 2) Adopt a Resolution: (A) authorizing the issuance and sale of lease revenue bonds in the aggregate principal amount not exceeding $60,000,000 by the Tracy Public Financing Authority to provide financing for the acquisition and construction of the multi-generational recreation center, improvements to El Pescadero Park and related public improvements, (B) declaring the intention to reimburse expenditures related to such public improvements, (C) rescinding Agenda Item 3.B
January 16, 2024

Resolution No. 2022-061, (D) providing for approval of related documents, and (E) directing related actions
Tracy Public Financing Authority
Adopt a Resolution (A) authorizing the issuance and sale of lease revenue bonds to provide financing for the acquisition and construction of the Multi-Generational Recreation Center, improvements to El Pescadero Park and related public improvements, (B) providing for the approval of related documents, and (C) directing related actions.

Prepared by: Sara Cowell, Director of Finance
Reviewed by: Karin Schnaider, Assistant City Manager
Bijal Patel, City Attorney
Approved by: Midori Lichtwardt, City Manager

ATTACHMENTS
A. City Council Resolution
B. Authority Board of Directors Resolution

APPROVED AS TO FORM AND LEGALITY
___________________________
CITY ATTORNEY’S OFFICE

TRACY CITY

COUNCIL

RESOLUT
ION NO. ____
(A) AUTHOR

IZING THE ISSUANCE AND SALE OF LEASE REVENUE

BONDS IN THE AGGREGATE PRINCIPAL AMOUNT NOT EXCEEDING
$60,000,000 BY THE TRACY PUBLIC FINANCING AUTHORITY TO

PROVIDE FINANCING FOR THE ACQUISITION AND CONSTRUCTION

OF THE MULTI -GENERATIONAL RECREATION CENTER,

IMPROVEMENTS TO EL PESCADERO PARK AND RELATED PUBLIC

IMPROVEMENTS, (B) DECLARING THE INTENTION TO REIMBURSE

EXPENDITURES RELATED TO SUCH PUBLIC IMPROVEMENTS, (C)
RESCINDING RESOLUTION NO. 2022 -061, (D) PROVIDING FOR

APPROVAL OF RELATED DOCUMENTS, AND (E) DIRECTING

RELATED ACTIONS

WHEREAS,
the City of Tracy (the City) wishes to finance the acquisition and construction of a multi-generational recreation center in El Pescadero Park, improvements to El Pescadero Park and related public improvements (the Project); and

WHEREAS,
pursuant to Resolution No. 2022-061 adopted on May 17, 2022, the Council previously declared its intention to reimburse itself for expenditures related to the multi-generational recreation center with proceeds of tax-exempt obligations to be issued in a maximum principal amount of $45,000,000, and the City wishes to rescind such Resolution (while preserving for federal income tax purposes the effectiveness of the declaration of intention set forth therein) and to declare its intention to reimburse itself for expenditures related to the entire Project with proceeds of tax -exempt obligations to be issued in a maximum principal amount of $60,000,000; and WHEREAS, t
he City and the Tracy Industrial Development Authority (the Industrial Development Authority) are parties to a First Amended and Restated Joint Powers Agreement, dated as of October 17, 2018 (the Joint Powers Agreement), pursuant to which the Tracy Public Financing Authority (the Authority) was established as a joint exercise of powers authority under the Joint Exercise of Powers Act (Government Code §6500 et seq.) (the Joint Powers Law) for the purpose of providing assistance to the City and the Industrial Development Authority with their financing programs, and for any other purposes authorized under Article 4 of the Joint Powers Law (the Bond Law); and Attachment A
Resolution ________

WHEREA
S, in order to provide financing for the Project, the City has proposed that the Authority issue certain lease revenue bonds (the Bonds) to be payable from lease payments made by the City for certain land and improvements, initially may consist of a combination of the City Hall complex, the City Corporation Yard and one or more City fire stations (the Leased Property); and
WHEREA
S, the Council wishes to approve the issuance of such bonds in order to allow staff to request bids to construct the Project, and to direct staff to work with the City’s financing team to prepare for Council approval at a subsequent meeting all documentation required for the sale and issuance of the Bonds; and
WHEREA
S, in order to comply with Government Code Section 5852.1, certain information relating to the Bonds is set forth in Appendix A attached to this Resolution, and such information is hereby disclosed and made public; and WHEREA
S, as a condition precedent to the issuance of the Bonds, Section 6586.5 of the California Government Code requires that the City approve the Authority’s issuance of the Bonds and make certain findings, and Section 6586.5 further requires that the City give the approval and make the findings only after holding a noticed public hearing; and WHEREA
S, as required by Section 6586.5, the City has caused publication of a notice of a public hearing once at least five days prior to the hearing in a newspaper of general circulation in the City; and
WHEREA
S, on the date hereof, t he Council held a public hearing at which all interested persons were provided the opportunity to speak on the subject of the proposed issuance of Bonds by the Authority to provide financing for the Project; and WHEREA
S, the City is the lead agency for California Environmental Quality Act (CEQA) review of the Projec t; i n July 2023, the environmental sub- consultant for the Project prepared an Initial Study/Mitigated Negative Declaration (IS/MND) to evaluate the potential environmental impacts of the proposed Project; the Draft IS/MND was posted on the City’s website from July 27, 2023, to August 16, 2023, for comments in accordance with CEQA requirements ; t he Notice of Completion was submitted to the State Clearinghouse for the City to begin the requisite review process; the IS/MND determined that the proposed Project will not have significant impacts on the environment, with the inclusion of appropriate avoidance, minimization and mitigation measures included in the Mitigation Monitoring and Reporting Program (MMRP); and WHEREA
S, by separate action, the City Council considered and adopted the MND and MMRP for the Project; and
WHEREA
S, the Council wishes at this time to approve the issuance and sale of the Bonds; now, therefore, be it

RESOLVED
: That the foregoing recitals are true and correct; and be it further Resolution ________

RESOLVED: Pursuant to the Bond Law, and based on the information provided to the Council by City staff and consultants, all as set forth in the proceedings providing for the issuance and delivery of the Bonds, the Council hereby finds and determines that the issuance of the Bonds and the transactions related thereto will result in significant public benefits within the contemplation of Section 6586 of the Bond Law, namely, demonstrable savings in effective interest rate, bond preparation, bond underwriting and bond issuance costs; and be it further
RESOLVED: The Council hereby approves the issuance of the Bonds by the Authority under the Bond Law in the maximum principal amount set forth in Section 5, for the purpose of providing funds to finance the Project; and be it further RESOLVED: The Council hereby directs the Finance Director and the City Attorney to work with the City’s financing team to prepare the agreements and other documents required for the issuance and sale of the Bonds, and to return for Council approval of such agreements and documents at a subsequent meeting; and be it further RESOLVED: The Council hereby approves the sale of the Bonds by the Authority to Piper Sandler & Co. (the Underwr iter) in a negotiated underwriting, provided that the aggregate principal amount of the Bonds may not exceed $60,000,000, the true interest cost may not exceed 7.00% and the underwriter's discount (exclusive of any original issue discount) may not exceed 0.85%; and be it further
RESOLVED: The City Council hereby rescinds Resolution No. 2022-061 and declares its intention to reimburse itself for expenditures related to the Project with proceeds of tax -exempt obligations to be issued in a maximum principal amount of $60,000,000; and be it further
RESOLVED: The City Council hereby finds that this action poses no significant environmental impacts beyond those considered and mitigated pursuant to the MND and MMRP adopted by the City Council by separate action; and be it further RESOLVED: This Resolution shall take effect immediately upon its passage and adoption.
* * * * * * * * * * *
Resolution ________

______________
NANCY D. YOUNG
Mayor of the City of Tracy,
California
ATTEST: ______________

ADRIANNE RICHARDSON
City Clerk and Clerk of the Council of the
City of Tracy, California
AYES:

NOES:

ABSENT:

COUNCIL MEMBERS:

COUNCIL MEMBERS:

COUNCIL MEMBERS:

ABSTENTION: COUNCIL MEMBERS:

The foregoing Resolution 2024-__ was adopted by the Tracy City Council on January 16, 2024, by the following vote:

APPEND
IX A
Govern
ment Code Section 5852.1 Disclosure
The foll
owing information consists of estimates that have been provided in good faith by the Municipal Advisor, in consultation with the Underwriter, and based on market conditions as of the week of December 4, 2023:
(A)
True Interest Cost of the Bonds: 4.54%
(B)
Finance Charge of the Bonds (Sum of all fees/charges paid to third parties , but excluding potential bond insurance or debt service reserve fund insurance premiums): $577,000
(C)
Net Proceeds to be Received (net of finance charges, reserves and capitalized interest, if any): $54,000,000
(D)
Total Payment Amount Through Maturity: $101,469,000
The foregoi
ng estimates constitute good faith estimates only. The principal amount of the Bonds, the true interest cost of the Bonds, the finance charges thereof, the amount of proceeds received therefrom and total payment amount with respect thereto may differ from such good faith estimates due to (a) the actual date of the sale of the Bonds being different than the date assumed for purposes of such estimates, (b) the actual principal amount of Bonds sold being different from the estimated amount used for purposes of such estimates, (c) the actual amortization of the Bonds being different than the amortization assumed for purposes of such estimates, (d) the actual market interest rates at the time of sale of the Bonds being different than those estimated for purposes of such estimates, (e) other market conditions, or (f) alterations in the City’s financing plan, or a combination of such factors. The actual date of sale of the Bonds and the actual principal amount of Bonds sold will be determined by the City based on the timing of the need for proceeds of the Bonds and other factors. The actual interest rates borne by the Bonds will depend on market interest rates at the time of sale thereof. The actual amortization of the Bonds will also depend, in part, on market interest rates at the time of sale thereof. Market interest rates are affected by economic and other factors beyond the control of the City.

APPROVED AS TO FORM AND LEGALITY
___________________________
CITY ATTORNEY’S OFFICE

TRACY PUBL

IC FINANCING AUTHORITY
RESOL
UTION NO. ____
(A) AUTHORIZING THE ISSUANCE AND SALE OF LEASE REVENUE

BONDS TO PROVIDE FINANCING FOR THE ACQUISITION AND

CONSTRUCTION OF THE MULTI -GENERATIONAL RECREATION

CENTER, IMPROVEMENTS TO EL PESCADERO PARK AND RELATED

PUBLIC IMPROVEMENTS, (B) PROVIDING FOR THE APPROVAL OF

RELATED DOCUMENTS AND (C) DIRECTING RELATED ACTIONS
WHEREA
S, the City of Tracy (the City) wishes to finance the acquisition and construction of a multi-generational recreation center in El Pescadero Park, improvements to El Pescadero Park and related public improvements (the Project); and WHEREA
S, the City and the Tracy Industrial Development Authority (the “Industrial Development Authority”) are parties to a First Amended and Restated Joint Powers Agreement, dated as of October 17, 2018 (the Joint Powers Agreement), pursuant to which the Tracy Public Financing Authority (the Authority) was established as a joint exercise of powers authority under the Joint Exercise of Powers Act (Government Code §6500 et seq.) (the “Joint Powers Law”) for the purpose of providing assistance to the City and the Industrial Development Authority with their financing programs, and for any other purposes authorized under Article 4 of the Joint Powers Law (the “Bond Law”); and WHEREA
S, in order to provide financing for the Project, the City has proposed that the Authority issue certain lease revenue bonds (the Bonds) to be payable from lease payments made by the City for certain land and improvements, initially may consist of a combination of the City Hall complex, the City Corporation Yard and one or more City fire stations (the Leased Property); and
WHEREA
S, the Authority wishes to approve the issuance of such bonds in order to allow City staff to request bids to construct the Project, and to direct staff to work with the City’s financing team to prepare for Authority approval at a subs equent meeting all documentation required for the sale and issuance of the Bonds; and WHEREA
S, in order to comply with Government Code Section 5852.1, certain information relating to the Bonds is set forth in Appendix A attached to this Resolution, and such information is hereby disclosed and made public; and Attachment B
WHERE
AS, as a condition precedent to the issuance of the Bonds, Section 6586.5 of the California Government Code requires that the City approve the Authority’s issuance of the Bonds and make certain findings, and Section 6586.5 further requires that the City give the approval and make the findings only after holding a noticed public hearing; and

WHEREAS,
as required by Section 6586.5, the City and the Authority have caused publication of a notice of a public hearing once at least five days prior to the hearing in a newspaper of general circulation in the City; and

WHEREAS,
on the date hereof, the City Council and the Authority, concurrently, held a public hearing at which all interested persons were provided the opportunity to speak on the subject of the proposed issuance of Bonds by the Authority to provide financing for the Project; and
WHEREAS, t
he City is the lead agency for California Environmental Quality Act (CEQA) review of the Project ; i n July 2023, the environmental sub- consultant for the Project prepared an Initial Study/Mitigated Negative Declaration (IS/MND) to evaluate the potential environmental impacts of the proposed Project; the Draft IS/MND was posted on the City’s website from July 27, 2023, to August 16, 2023, for comments in accordance with CEQA requirements ; t he Notice of Completion was submitted to the State Clearinghouse for the City to begin the requisite review process; the IS/MND determined that the proposed Project will not have significant impacts on the environment, with the inclusion of appropriate avoidance, minimization and mitigation measures included in the Mitigation Monitoring and Reporting Program (MMRP); and WHEREAS, by
separate action, the City Council considered and adopted the MND and MMRP for the Project; and

WHEREAS,
the Authority wishes at this time to approve the issuance and sale of the Bonds; now, therefore, be it
RESOLVED:

That the foregoing recitals are true and correct and the Authority hereby so finds and determines; and be it further
RESOLVED:

The Authority hereby authorizes the issuance of the Bonds under the Bond Law in the maximum principal amount of $60,000,000, for the purpose of providing funds to finance the Project. The Bonds shall be issued under the Bond Law; and be it further
RESOLVED:

The Board of Directors hereby directs the Treasurer and General Counsel to work with the City’s financing team to prepare the agreements and other documents required for the issuance and sale of the Bonds, and to return for Authority approval of such agreements and documents at a subsequent meeting; and be it further RESOLVED:

The Authority hereby approves the sale of the Bonds by the Authority to Piper Sandler & Co. (the Underwriter) in a negotiated underwriting, provided that the aggregate principal amount of the Bonds may not exceed $60,000,000, the true interest cost may not exceed 7.00% and the underwriter's discount (exclusive of any original issue discount) may not exceed 0.85%; and be it further
Resolution _____

RESOLVED
: The Board of Directors hereby authorizes the City of Tracy to engage the appropriate bond and disclosure counsel and municipal advisor for purposes of the Bond sale; and be it further

RESOLVED
: The Authority hereby finds that this action poses no significant environmental impacts beyond those considered and mitigated pursuant to the MND and MMRP adopted by the City Council by separate action; and be it further

RESOLVED
: This Resolution shall take effect immediately upon its passage and adoption.
* * * * * *
* * * * *
The foregoing
Resolution ____________ was adopted by the Board of Directors of the Tracy Public Financing Authority on the 16th day of January, 2024, by the following vote:

AYES: BOARD MEMBERS:

NOES:

BOARD MEMBERS:

ABSENT: BOARD MEMBERS:

ABSTENTION: BOARD MEMBERS:

CHAIR
ATTEST:

SECRETARY
Resolution _____

- 4 -

APPENDIX A
Govern
ment Code Section 5852.1 Disclosure
The foll
owing information consists of estimates that have been provided in good faith by the Municipal Advisor , in consultation with the Underwriter, and based on market conditions as of the week of December 4, 2023:
(A)
True Interest Cost of the Bonds: 4.54%
(B)
Finance Charge of the Bonds (Sum of all fees/charges paid to third parties, but excluding potential bond insurance or debt service reserve fund insurance premiums): $577,000
(C)
Net Proceeds to be Received (net of finance charges, reserves and capitalized interest, if any): $54,000,000
(D)
Total Payment Amount Through Maturity: $101,469,000
The foregoi
ng estimates constitute good faith estimates only. The principal amount of the Bonds, the true interest cost of the Bonds, the finance charges thereof, the amount of proceeds received therefrom and total payment amount with respect thereto may differ from such good faith estimates due to (a) the actual date of the sale of the Bonds being different than the date assumed for purposes of such estimates, (b) the actual principal amount of Bonds sold being different from the estimated amount used for purposes of such estimates, (c) the actual amortization of the Bonds being different than the amortization assumed for purposes of such estimates, (d) the actual market interest rates at the time of sale of the Bonds being different than those estimated for purposes of such estimates, (e) other market conditions, or (f) alterations in the City’s financing plan, or a combination of such factors. The actual date of sale of the Bonds and the actual principal amount of Bonds sold will be determined by the City based on the timing of the need for proceeds of the Bonds and other factors. The actual interest rates borne by the Bonds will depend on market interest rates at the time of sale thereof.

The actual amortization of the Bonds will also depend, in part, on market interest rates at the time of sale thereof. Market interest rates are affected by economic and other factors beyond the control of the City.

January 16, 2024
Agenda It
em 3.C
RECOMM

ENDATION
Staff recommends that the City Council discuss and, by motion, make appointments of City Councilmembers as representatives on City Council committees and regional and multi-agency committees, boards and commissions.

EXECUTIVE SUMMARY
This item requests that the City Council discuss and, by motion, make appointments of City Councilmembers as representatives on City Council committees and regional and multi-agency committees, boards, and commissions.

BACKGROUND AND LEGISLATIVE HISTORY
Appointments to City Council committees and regional and multi-agency committees, boards and commissions are reviewed on an annual basis. Appointments were last reviewed on January 17, 2023. Attached is the list of appointments approved by the City Council for calendar year 2023 (Attachment A) to various City Council committees as well as regional and multi-agency committees, boards, and commissions on which the City of Tracy is allocated a representative.

ANALYSIS
City Councilmembers m ay serve as a liaison to advisory body committees and also r epresent the City Council on various regional and multi-agency committees, boards and commissions.

Serving as a representative on t hese outside organizations affords Councilmembers t he opportunity to thoroughly consider particular items of business relevant to the City and provide updates and recommendations on those items to the full City Council.

The positions for which the City Council, as a body, must appoint is attached as Attachment B.

Certain committees, boards and commissions also include staff, which appointments are done through a separate process pursuant to the City Manager’s authority.

Mayor Young’s proposed slate of Councilmember assignments to regional and multi-agency committees,
boards and commissions is attached as Attachment E. The proposed slate contains
information compiled through preview of disclosed individual Councilmember preferences (Attachment D).

FISCAL
IMPACT
There is no fiscal impact associated with this report.

STRATEGIC
PLAN
This agenda item is a routine operational item and does not relate to the Council’s Strategic Plans.

Agenda Item 3.C
January 16, 2024

ACTION REQUESTED OF THE CITY COUNCIL
Staf
f recommends that the City Council discuss and, by motion, make appointments of City Councilmembers as representatives on City Council committees and regional and multi- agency committees, boards and commissions.

Prepar
ed by: Adrianne Richardson, City Clerk
Reviewed by: Brian MacDonald, Interim Assistant City Manager Bijal Patel, City Attorney
Approved by: Midori Lichtwardt, City Manager
ATTAC
HMENTS:

Attachment A - List of Council Appointments for 2023
Attachment B - List of Positions Needing Appointments for 2024 Attachment C – Correspondence from City Manager to Council Members regarding assignment preferences to regional and multi-agency committees, boards and commissions Attachment D – Individual Councilmember assignment preferences to regional and multi-agency committees, boards and commissions
Attachment E – Mayor’s Proposed Slate of Assignments to regional and multi-agency committees, boards and commissions.
.
1 REVISED 2023 LIST OF CITY COUNCIL REPRESENTATIVES ON VARIOUS

COMMITTEES/BOARDS/

COMMISSIONS/AGENCIES
(Adopted by City Council on January 17, 2023 and amended on June 20, 2023) Committee/Commission Meetings Held Council Members
*City/Chamber Liaison Quarterly Council Member Arriola
Council Member Bedolla (Alternate)
*City/Schools Liaison Every other month Council Member Arriola Council Member Evans
Mayor Young (Alternate)
*Investment Review Committee Quarterly Council Member Bedolla Council Member Evans
*South San Joaquin County Fire
Authority (SSJCFA)
Monthly Mayor Pro Tem Davis
Council Member Evans
Council Member Bedolla (Alternate)
*Tracy Homelessness Advisory
Committee
Monthly Mayor Pro Tem Davis
Council Member Bedolla
*Finance Committee Monthly Council Member Bedolla
Council Member Arriola
***City Selection Committee Annually, additional meetings as needed
Mayor Young
***San Joaquin Council of
Governments
Monthly, in Stockton at 4:00 p.m. on
the fourth Thursday of the month.

Mayor Young
Mayor Pro Tem Davis (Alternate)
***San Joaquin County Water
Advisory Commission
Monthly Council Member Bedolla
James Jackson
Stephanie Reyna-Heinstand
***San Joaquin Partnership Monthly, on the fourth Thursday of each month
Mayor Young
Council Member Arriola (Alternate)
***San Joaquin Regional
Rail Commission
Monthly Mayor Young
***Solid Waste Management Plan
Advisory Task Force
As needed Council Member Arriola
Council Member Bedolla (Alternate)
James Jackson
***Special City Selection
Committee, SJVAPCD
As needed Council Member Bedolla
Council Member Evans (Alternate)
***League of California Cities,
Central Valley Division Executive
Committee
Quarterly Mayor Pro Tem Davis
Council Member Evans (Alternate)
***Tri-Valley- San Joaquin Valley
Regional Rail Authority (Valley Link)
Monthly Council Member Bedolla
Mayor Pro Tem Davis (Alternate)
***Altamont Regional Traffic
Authority (ARTA) JPA
As needed Mayor Young
***LAFCo No appointment at this time

ATTACHMENT A
2 ***Tracy Chamber Governmental
Affairs Committee
Monthly Mayor Pro Tem Davis
Council Member Bedolla (Alternate)
Michael Rogers, City Manager (or
Designee)
***East Bay Community Energy
(EBCE)
Monthly Council Member Bedolla
Council Member Arriola (Alternate)
*Standing C
ommittees **Ad Hoc Committee ***Multi- Agency Board 3 COUNCIL COMMITTEES - 2023
Follow
ing is a current list of both standing committees and ad hoc committees. Some of these appointments are City of Tracy appointments to a larger body, while others are City directed activities only.

I. STA

NDING COMMITTEES
A. City/C
hamber Liaison Committee

1. Dan
Arriola, Council Member

2. Matt Bedolla, Council Member (Alternate)

3. City Manager
Meets
quarterly, typically on the second Monday of the designated month at 4:00 p.m. at the Chamber to discuss issues of concern to both the City and the Chamber, i.e. Fourth of July activities, Downtown activities, etc.

B. Cit
y/Schools Liaison Committee

1. Dan
Arriola, Council Member

2. Dan Evans, Council Member

3. City Manager

4. Sekou Millington, Police Chief

5. Assistant City Manager

6. James Jackson, Operations and Utilities Director

7. Brian MacDonald, Parks & Recreation Director
Meets
every other month with School District officials to discuss issues of mutual concern, i.e. school pedestrian routes, bus routes, facilities, crossing guards, etc.

C. Investm
ent Review Committee

1. Matt
Bedolla, Council Member

2. Dan Evans, Council Member

3. Ray McCray, Treasurer

4. Finance Director

5. City Manager
Meets
on a quarterly basis to address issues involving investment of the City’s funds and management of the City’s portfolio. Meetings are usually held on the last Monday of the quarter at 5:30 p.m. in Room 109 at City Hall. 4 D. South San
Joaquin County Fire Authority (SSJCFA) – Joint Powers
Authority

1. Eleas
sia Davis, Mayor Pro Tem

2. Dan Evans, Council Member

3. Mat t Bedolla, Council Member (Alternate)
The SSJCFA cons
ists of four members - two Council Members appointed
annually by the City Council, and two Board Members of the Tracy Rural Fire Protection District appointed annually by the Board. The Board of Directors meets on a monthly basis and has the responsibility to manage and administer the fire protection services provided to the jurisdictional area of the South San Joaquin County Fire Authority. The meetings are held on the third Tuesday of each month at 3:00 p.m. at Fire Administration
E. Tracy H
omelessness Advisory Committee

1. Eleas
sia Davis, Mayor Pro Tem

2. Matt Bedolla, Council Member
On Februar
y 16, 2021, City Council formed a Homelessness Advisory Committee with the purpose of implementing the Tracy Homelessness Strategic Plan including the possible amendment of such plan, and the purpose to continue to address homelessness in the City of Tracy. On March 16, 2021, Council adopted Resolution 2021-033 forming the Tracy Homelessness Advisory Committee and appointing Council Members to serve on the committee. On April 15, 2021, the Council subcommittee approved the meeting schedule: Meetings will be quarterly, on the third Thursday of the month at 7:00 p.m. (Pending Adoption of Bylaws)
F. Finance Committee
Contact: Sara Cowell, Finance Director

1. Mateo Bedolla, Council Member

2. Dan Arriola, Council Member
On Februar
y 7, 2023, City Council adopted Resolution 2023-027 forming a standing Finance Committee. The scope of the Committee is to provide policy guidance as it relates to the development of a multi-year fiscal sustainability plan to address the City’s fiscal health and long-term planning. The Committee will aid the Council in fulfilling its fiduciary responsibilities to oversee the financial activities and financial condition of the City of Tracy and its jurisdiction may include the review, discussion, and input on annual audits and compliance reporting, annual and quarterly budget updates, augmentations, and forecast, Long-term planning, including but not limited to:
• City revenues and expenses, including related fee and tax studies • Deferred maintenance and capital planning
• Long-term liabilities, debt, and other finance planning The committee will consist of two Council Members; appointed annually per the Council’s appointment procedures. The committee will meet monthly and hold special meetings, as needed. (Pending Adoption of Bylaws) 5 II. TH

IRD AGENCY MEMBER APPOINTMENTS
A. Cit
y Selection Committee
Contact: Nichole Lee, Chief Deputy Clerk, (209) 468-3236 [email protected]

1. Nancy
Young, Mayor
This committee is composed of the Mayors of the cities in San Joaquin County and addresses issues related to membership and appointments to regional boards, such as LAFCO, Delta Protection Agency, and the San Joaquin Valley Unified Air Pollution Control District, etc.

B. San Joaquin
Council of Governments (COG)
Phone: 209-235-0600 Rosie Gutierrez email: [email protected]

1. Nancy
Young, Mayor

2. Eleassia Davis, Mayor Pro Tem (Alternate)
The C
ouncil of Governments meets monthly and deals with regional issues, including transportation issues, habitat mitigation, regional rail issues, airport land use matters, etc. The Board includes one representative from the cities of Ripon, Escalon, Lathrop, Lodi, Manteca, and Tracy; three representatives from the City of Stockton; three representatives from the Board of Supervisors.

Members receive a $100 stipend per meeting. Meetings are held in Stockton at 4:00 p.m. on the fourth Thursday of the month.

C. Local Tr
ansportation Authority Citizens Advisory Committee
(COG) Contact: COG – Tim Kohaya, Senior Regional Planner (209-235- 0389) [email protected]

1. Mary
Kennedy-Bracken (Citizen appointed by Mayor)
The Citizens Advisory Committee (CAC), was established in 1991 to involve citizens from a diverse set of backgrounds and interest areas in the development of transportation plans and programs overseen by SJCOG. The CAC provides an important forum for discussion and debate about the implementation of the Measure K program and regional transportation planning issues.

The CAC is composed of 16 members that represent the geographical, social, cultural, and economic mix of the region. One member is appointed from each of the seven cities (Escalon, Lathrop, Lodi, Manteca, Ripon, Stockton, and Tracy), and from San Joaquin County. One member is appointed from each of these special interest groups: League of Women Voters, Sierra Club, Business Industry, Trucking Industry, the National Association for the Advancement of Colored People (NAACP), University of the Pacific, and the Agriculture Industry. One member is appointed from the transit advocate category. Meets on the third Wednesday of each month at 6:00 p.m.

Location: SJCOG, 555 Weber Ave, Stockton, CA.
6 D. San Joaquin
County Water Advisory Commission
Contact: Kristy Smith (Clerk), San Joaquin County Public Works Dept. (209- 468-0219)

1. Matt
Bedolla, Council Member

2. James Jackson, Operations and Utilities Director

3. Stephanie Reyna-Heinstand, Water Resources Coordinator (Alternate) Appoint
ed by the Board of Supervisors, this Commission acts in an advisory capacity to the San Joaquin County Flood Control and Water Conservation District. Consists of 22 members from the various cities and water agencies in San Joaquin County. Meets on the 3rd Wednesday of each month at 1:00 p.m. Location: Public Health Conference Room, 1601 E. Hazelton, Stockton, CA.

E. San Joaquin
Partnership
Contact: Chris Youngsma, (956-3380) or Rene Armendariz (209-956-3380) [email protected]

1. Nancy
Young, Mayor

2. Dan Arriola, Council Member (Alternate)
The San Joaqui
n Partnership is a non-profit, private-public economic
development corporation assisting business and industry to locate into San Joaquin County. The partnership meets on the fourth Thursday of each month at 8:00 a.m. Location: 2431 W. March Lane, Suite 103, Stockton, CA. 95207.

H. San Joaquin
Regional Rail Commission
Contact: Jaclyn Miramontes, 209-944-6289, [email protected] Rail Commission staff (1-800-411-7245)

1. Nancy
Young, Mayor
The San Joaqui
n Regional Rail Commission oversees the development of rail services on a regional basis. The San Joaquin Regional Rail Commission owns and operates and is the policy-making body for the Altamont Corridor Express (ACE) service. SJRRC is governed by a Board of Directors which consists of six full-voting members from San Joaquin County and two special- voting members from Alameda County. The members are appointed by the San Joaquin Council of Governments (SJCOG) and are based on nominations by the local elected government. Ex-officio members represent Caltrans District 10, the San Joaquin Regional Transit District (SJRTD), SJCOG and StanCOG. The commission meets monthly on the first Friday of each month at 8:00 a.m. Location: Robert J. Cabral Station, South Hall Meeting Room, 949 East Channel Street, Stockton, CA. (Appointed by Commission) The San Joaquin Regional Rail Commission (SJRRC)
7 G. Integrated Waste Management Task Force (Formerly: Solid Waste Management Plan Advisory Task Force) Contact: Desi Reno, SJC Public Works Department – (209/468-3066) [email protected]

1. Dan Arriola, Council Member

2. Matt Bedolla, Council Member (Alternate)

3. James Jackson, Operations of Utilities Director

This task force is comprised of elected representatives of the governmental agencies responsible for preparing the County Integrated Waste Management Plan. The duties of the task force include: identifying solid waste management issues of County-wide or regional concern; facilitating the development of multi-jurisdictional arrangements for the marketing of recyclable materials; developing goals, policies and procedures consistent with guidelines and regulations adopted by the Department of Resources Recycling and Recovery, and advising the Board of Supervisors on matters pertaining to the County- wide Household Hazardous Waste Program. Meets as needed.

H. Special City Selection Committee, SJVAPCD
Contact: Samir Sheikh, Executive Director – (559/230-6036), Email: [email protected], Katrina Rojas, Clerk of the Board (559/230-6038) Email: [email protected]

1. Matt Bedolla, Council Member

2. Dan Evans, Council Member (Alternate)

The Committee is charged with making appointments of City representatives to the San Joaquin Valley Air Pollution Control District’s Governing Board.

Meets as needed.

I. League of California Cities, Central Valley Division Executive Committee Contact: Steve Dial, Regional Public Affairs Manager, 209-614-0118, [email protected]

1. Eleassia Davis, Mayor Pro Tem

2. Dan Evans, Council Member (Alternate)

The Central Valley Division includes 25 cities in Calaveras, Merced, Madera, San Joaquin, Stanislaus, and Tuolumne counties and provides members with the opportunity to exchange ideas and information and share the advantages of cooperative advocacy. Elected city officials and professional city staff attend division meetings. Meets Quarterly in various locations.

J. Tri-Valley-San Joaquin Valley Regional Rail Authority (Valley Link)

1. Matt Bedolla, Council Member

2. Eleassia Davis, Mayor Pro Tem (Alternate)

The Tri-Valley-San Joaquin Valley Regional Rail Authority was formed for purposes of planning, developing, and delivering cost-effective and responsive transit connectivity between the Bay Area Rapid Transit District’s (BART) 8 rapid transit system and the Altamont Corridor Express commuter rail service in the Tri-Valley region. The Authority consists of 15 members representing the Tri-Valley cities, the Central Valley cities, and BART. Meets on second Wednesday of the month. Location rotates. Contact: Kevin Sheridan K. Alt
amont Regional Traffic Authority (ARTA) Joint Powers Authority (JPA) Contact: Liz McElligott, Assistant Planning Director, 510-670-6120, [email protected]

1. Nancy
Young, Mayor
Primary purpose is to collect and authorize expenditure of transportation impact fees. The JPA consists of Mayor of Tracy, Mayor of Livermore, and Supervisor from Alameda County BOS District 1. Meets as needed.

L. LAFC
o (Local Agency Formation Commission)

1. Cit
y of Tracy’s next rotation will not be until 2025 as Alternate LAFCo is
responsible for coordinating logical and timely changes in local governmental boundaries, including: annexations and detachments of territory; incorporations of cities; formations of special districts; and consolidations, mergers, and dissolutions of districts. LAFCo Commission meets regularly on the 2nd Thursday of each month at 9:00 a.m.

M. Tracy
Chamber Governmental Affairs Committee

1. Eleassia
Davis, Mayor Pro Tem

2. Matt Bedolla, Council Member (Alternate)

3. Michael Ro gers, City Manager (or Designee)
The purpose
of the Tracy Chamber Governmental Affairs Committee is to provide information and updates to Chamber membership on issues and legislation affecting businesses. Every month, the Chamber invites businesses to agenda the Governmental Affairs Committee to engage in dialogue about issues affecting the business community, as well as receive updates from local, county, state, and federal representatives. The committee meets on the third Wednesday of every month at 4:00 p.m. at the Chamber of Commerce office.
9 N. East Bay Community Energy (EBCE) Authority
Contact: Adrian Bankhead, Assistant Board Clerk – 510-906-0491 Email:
[email protected] and Alex DiGiorio, Public Engagement Manager – (510-993-7562) Email: [email protected]

1. Matt
Bedolla, Council Member

2. Dan Arriola, Council Member (Alternate)
Alam
eda County and Cities in Alameda County developed the East Bay Community Energy Authority Joint Powers Agreement (JPA) which creates the East Bay Community Energy Authority (Authority), which governs and operates the CCA program. The Authority provides alternate electric services to consumers under a JPA with Alameda County and the vast majority of all cities in that county. On August 20, 20019, the City Council authorized staff to pursue services with East Bay Community Energy (EBCE). The EBCE Board of Directors is made up of an elected officials from each of the participating jurisdictions and one representative (non-voting) from the Community Advisory Committee (CAC). The Board meets monthly on the third Wednesday of each month except for the months that have 5 Wednesdays, where the meeting will be held on the second Wednesday of that month. The members receive a $100 stipend per monthly meeting. Meeting location: City of Hayward Council Chambers, 777 B Street, Hayward Ca. 94544 at 6:00 p.m. 1 2024 LIST OF CITY COUNCIL REPRESENTATIVES ON VARIOUS

COMMITTEES/BOARDS/COMMISSIONS/AGENCIES
(Adopted by City Council on____________, 2024)
Committee/Commission/
Board
Meetings Held Council Members
City Standing Committees
Investment Review Committee Quarterly
Tracy Finance Committee Monthly, as needed
Tracy Homelessness Advisory
Committee
Quarterly
City Partnerships
City/Chamber Liaison Council Quarterly
City/Schools Liaison Every other month
South San Joaquin County Fire
Authority (SSJCFA) JPA
Monthly
Tracy Chamber Governmental
Affairs Committee
Monthly
Multi-Agency /Third Agency
Appointments
Altamont Regional Traffic
Authority (ARTA) JPA
As needed (Mayor)
Ava Community Energy Authority
(Formerly East Bay Community
Energy - EBCE)
Monthly
City Selection Committee Annually, additional meetings
as needed (Mayor)
Integrated Waste Management
Task Force (Formerly Solid Waste
Management Plan Advisory Task
Force)
As needed
LAFCO No appointment at this time
until 2025
League of California Cities, Central
Valley Division Executive
Committee
Quarterly
San Joaquin Council of
Governments (SJCOG)
Monthly, in Stockton at 4:00
p.m. on the fourth Thursday of
the month.

San Joaquin County Water
Advisory Commission
Monthly (appointed by Board
of County Supervisors)
San Joaquin Partnership Monthly, in Stockton at
7:30a.m. & 8:00a.m. on the
fourth Thursday of each month

ATTACHMENT B
2 San Joaquin Regional Rail
Commission
Monthly (appointed by SJCOG)
Special City Selection Committee,

SJVAPCD
As needed
Tri-Valley- San Joaquin Valley
Regional Rail Authority (Valley
Link)
Monthly

3 COUNCIL COMMITTEES - 2024
Follow
ing is a current list of both standing committees and ad hoc committees. Some of these appointments are City of Tracy appointments to a larger body, while others are City directed activities only.

I. CITY STANDING COMMITTEES
A. Investm
ent Review Committee

1. 2.

3. Treasur
er

4. Finance Director

5. City Manager
Meets
on a quarterly basis to address issues involving investment of the City’s funds and management of the City’s portfolio. Meetings are usually held on the last Monday of the quarter at 5:30 p.m. in Room 109 at City Hall.

B. Tracy
Finance Committee
Contact: Sara Cowell, Finance Director

1. 2.

On Febr
uary 7, 2023, City Council adopted Resolution 2023- 027 forming a standing Finance Committee. The scope of the Committee is to provide policy guidance as it relates to the development of a multi -year fiscal sustainability plan to address the City’s fiscal health and long-term planning. The Committee will aid the Council in fulfilling its fiduciary responsibilities to oversee the financial activities and financial condition of the City of Tracy and its jurisdiction may include the review, discussion, and input on annual audits and compliance reporting, annual and quarterly budget updates, augmentations, and forecast, Long- term planning, including but not limited to:
• City revenues and expenses, including related fee and tax studies • Deferred maintenance and capital planning
• Long
-ter
m liabilities, debt, and other finance planning
The committee will consist of two Council Members; appointed annually per the Council’s appointment procedures. The committee will meet monthly and hold special meetings, as needed.

C. Tracy
Homelessness Advisory Committee

1. 2.

On Februa
ry 16, 2021, City Council formed a Homelessness Advisory Committee with the purpose of implementing the Tracy Homelessness Strategic Plan including the possible amendment of such plan, and the purpose to continue to address homelessness in the City of Tracy. On March 16, 2021, Council adopted Resolution 2021-033 forming the Tracy Homelessness Advisory Committee and appointing Council Members to serve on the committee. On April 15, 2021, the Council subcommittee approved the meeting schedule: Meetings will be quarterly, on the third Thursday of the month at 7:00 p.m.
4 II. CITY PARTNERSHIPS
A. Cit
y/Chamber Liaison Committee

1. 2.

3. Cit
y Manager
Meets
quarterly, typically on the second Monday of the designated month at 4:00p.m. at the Chamber to discuss issues of concern to both the City and the Chamber, i.e. Fourth of July activities, Downtown activities, etc.

B. Cit
y/Schools Liaison Committee

1. 2.

3. Cit
y Manager

4. Police Chief

5. Assistant City Manager

6. Operations and Utilities Director

7. Parks & Recreation Director
Meets
every other month with School District officials to discuss issues of mutual concern, i.e. school pedestrian routes, bus routes, facilities, crossing guards, etc.

C. South
San Joaquin County Fire Authority (SSJCFA) – Joint Powers Authority

1. 2.

3. (Al
ternate)
The SS
JCFA consists of four members - two Council Members appointed annually by the City Council, and two Board Members of the Tracy Rural Fire Protection District appointed annually by the Board. The Board of Directors meets on a monthly basis and has the responsibility to manage and administer the fire protection services provided to the jurisdictional area of the South San Joaquin County Fire Authority. The meetings are held on the third Tuesday of each month at 3:00 p.m. at Fire Administration.

D. Tracy
Chamber Governmental Affairs Committee

1. 2. (Al
ternate)

3. City Manager (or Designee)
The purpose
of the Tracy Chamber Governmental Affairs Committee is to provide information and updates to Chamber membership on issues and legislation affecting businesses. Every month, the Chamber invites businesses to agenda the Governmental Affairs Committee to engage in dialogue about issues affecting the business community, as well as receive updates from local, county, state, and federal representatives. The committee meets on the third Wednesday of every month at 4:00 p.m. at the Chamber of Commerce office.
5 III. MULTI-AG ENCY/THIRD AGENCY MEMBER APPOINTMENTS

A. Altamont Regional Traffic Authority (ARTA) Joint Powers Authority (JPA) Contact: Liz McElligott, Assistant Planning Director, 510- 670-6120, [email protected]

1. Mayor

Primary purpose is to collect and authorize expenditure of transportation impact fees. The JPA consists of Mayor of Tracy, Mayor of Livermore, and Supervisor from Alameda County BOS District 1. Meets as needed.

B. Ava Community Energy Authority (Formerly East Bay Community Energy Authority - EBCE)
Contact: Adrian Bankhead, Board Clerk – 510-906-0491 Email:
[email protected] and Alex DiGiorio, Public Engagement Manager – (510-993-7562) Email: [email protected]

1. 2. (Alternate)

Background: Alameda County and Cities in Alameda County developed the East Bay Community Energy Authority Joint Powers Agreement (JPA) which creates the East Bay Community Energy Authority (Authority), which governs and operates the CCA program. The Authority provides alternate electric services to consumers under a JPA with Alameda County and the vast majority of all cities in that county. On August 20, 20019, the City Council authorized staff to pursue services with East Bay Community Energy (EBCE). The EBCE Board of Directors is made up of an elected officials from each of the participating jurisdictions and one representative (non-voting) from the Community Advisory Committee (CAC). The Board meets monthly on the third Wednesday of each month except for an August recess month. The members receive a $100 stipend per monthly meeting. Meeting location: Lake Merritt Room, Cal State East Bay, The Oakland Center, In the Transpacific Center, 1000 Broadway, Suite 109, Oakland, CA, 94607, at 6:00 p.m.

On December 26, 2023, an email was received from Ava Community Energy notifying the City that East Bay Community Energy Authority passed Resolution No. R-2023-54 changing the organization’s name to Ava community Energy Authority.

C. City Selection Committee
Contact: Nichole Lee, Chief Deputy Clerk, (209) 468-3236 [email protected]

1. Mayor

This committee is composed of the Mayors of the cities in San Joaquin County and addresses issues related to membership and appointments to regional boards, such as LAFCO, Delta Protection Agency, and the San Joaquin Valley Unified Air Pollution Control District, etc.

6 D. Integrated Waste Management Task Force (Formerly: Solid Waste Management Plan Advisory Task Force)
Contact: Desi Reno, SJC Public Works Department – (209/468-3066) [email protected]

1. 2. (Alter
nate)

3. Operations of Utilities Director
This
task force is comprised of elected representatives of the governmental agencies responsible for preparing the County Integrated Waste Management Plan. The duties of the task force include: identifying solid waste management issues of County -wide or regional concern; facilitating the development of multi - jurisdictional arrangements for the marketing of recyclable materials; developing goals, policies and procedures consistent with guidelines and regulations adopted by the Department of Resources Recycling and Recovery, and advising the Board of Supervisors on matters pertaining to the Countywide Household Hazardous Waste Program. Meets as needed.

E. LAFCO (
Local Agency Formation Commission)

1. No
Assignment until 2025
Cit
y of Tracy’s next rotation will not be until 2025 as Alternate LAFCO is responsible for coordinating logical and timely changes in local governmental boundaries, including: annexations and detachments of territory; incorporations of cities; formations of special districts; and consolidations, mergers, and dissolutions of districts. LAFCO Commission meets regularly on the 2nd Thursday of each month at 9:00 a.m.

F. League of Cal
ifornia Cities, Central Valley Division Executive Committee Contact: Stephen Quall, Regional Public Affairs Manager, 209- 614-0118, [email protected]

1. 2. (Al
ternate)
The Cent
ral Valley Division includes 25 cities in Calaveras, Merced, Madera, San Joaquin, Stanislaus, and Tuolumne counties and provides members with the opportunity to exchange ideas and information and share the advantages of cooperative advocacy. Elected city officials and professional city staff attend division meetings. Meets Quarterly in various locations.

G. San Joaquin
Council of Governments (COG)
Contact: Rosie Gutierrez Phone: 209-235-0600 email: [email protected]

1. 2. (Al
ternate)
The Counc
il of Governments meets monthly and deals with regional issues, including transportation issues, habitat mitigation, regional rail issues, airport land use matters, etc. The Board includes one representative from the cities of Ripon, Escalon, Lathrop, Lodi, Manteca, and Tracy; three representatives from the City of Stockton; three representatives from the Board of Supervisors. Members receive 7 a $100 stipend per meeting. Meetings are held in Stockton at 4:00 p.m. on the fourth Thursday of the month.

H. San Joaquin
County Water Advisory Commission
Contact: Kristy Smith (Clerk), San Joaquin County Public Works Dept. (209- 468- 0219)

1. 2. Opera
tions and Utilities Director

3. Water Resources Coordinator (Alternate)
Appoint
ed by the Board of Supervisors, this Commission acts in an advisory capacity to the San Joaquin County Flood Control and Water Conservation District.

Consists of 22 members from the various cities and water agencies in San Joaquin County. Meets on the 3rd Wednesday of each month at 1:00 p.m. Location: Public Health Conference Room, 1601 E. Hazelton, Stockton, CA.

I. San Joaquin
Partnership
Contact: Chris Youngsma, (956-3380) or Rene Armendariz (209-956-3380) [email protected]

1. 2. (Al
ternate)
The San Joaqui
n Partnership is a non-profit, private-public economic development corporation assisting business and industry to locate into San Joaquin County. The partnership meets on the fourth Thursday of each month at 8:00 a.m. Location:
2431 W. March Lane, Suite 103, Stockton, CA. 95207.

J. San Joaquin
Regional Rail Commission
Contact: Jaclyn Miramontes, 209-944-6289, [email protected] Rail Commission staff (1-800-411-7245)

1. The San
Joaquin Regional Rail Commission oversees the development of rail services on a regional basis. The San Joaquin Regional Rail Commission owns and operates and is the policy -making body for the Altamont Corridor Express (ACE) service. SJRRC is governed by a Board of Directors which consists of six full-voting members from San Joaquin County and two special voting members from Alameda County. The members are appointed by the San Joaquin Council of Governments (SJCOG) and are based on nominations by the local elected government. Ex-officio members represent Caltrans District 10, the San Joaquin Regional Transit District (SJRTD), SJCOG and StanCOG. The commission meets monthly on the first Friday of each month at 8:00 a.m. Location: Robert J. Cabral Station, South Hall Meeting Room, 949 East Channel Street, Stockton, CA. (Appointed by Commission) The San Joaquin Regional Rail Commission (SJRRC) 8 K. Special City Selection Committee, SJVAPCD
Contact: Samir Sheikh, Executive Director – (559/230-6036), Email:
[email protected], Katrina Rojas, Clerk of the Board (559/230-6038) Email: [email protected]

1. 2. (Al
ternate)
The Comm
ittee is charged with making appointments of City representatives to the San Joaquin Valley Air Pollution Control District’s Governing Board. Meets as needed.

L. Tri-Va
lley-San Joaquin Valley Regional Rail Authority (Valley Link) Contact: Kevin Sheridan, 209-403-4340

1. 2. (Al
ternate)
The Tri -Va
lley-San Joaquin Valley Regional Rail Authority was formed for purposes of planning, developing, and delivering cost -effective and responsive transit connectivity between the Bay Area Rapid Transi t District’s (BART) rapid transit system and the Altamont Corridor Express commuter rail service in the Tri- Valley region. The Authority consists of 15 members representing the Tri -Valley cities, the Central Valley cities, and BART. Meets on second Wednesday of the month. Location rotates.

From: Midori Lichtwardt <[email protected]> Sent: Monday, January 8, 2024 12:43 PM
To: Adrianne Richardson <[email protected]> Cc: Bijal Patel <[email protected]>; Sheena Stephens <[email protected]> Subject: Correction Urgent Request for the Tracy City Council Members to Return Committee Preference Requests by Wednesday, 01/10/2024 by noon
Correction: Please send your Council committee preferences directly to City Clerk Adrianne Richardson by noon on Wednesday, January10, for inclusion in the agenda packet.

Thank you,
Midori Lichtwardt, City Manager | City Manager’s Office 333 Civic Center Plaza | Tracy, CA 95376
Office (209) 831.6115 | Fax (209) 831.6120
[email protected]
From: Midori Lichtwardt
Sent: Monday, January 8, 2024 11:56 AM
To: Adrianne Richardson <[email protected]> Cc: Sheena Stephens <[email protected]>; Bijal Patel <[email protected]> Subject: FW: Urgent Request for the Tracy City Council Members to Return Committee Preference Requests by Wednesday, 01/10/2024 by noon
TIME SENSITIVE & IMPORTANT: Council Committee Appointments Council Members,
In preparation for the Council Committee Appointment discussion scheduled for January 16, attached is a Council Committee Boards 2024 Preference Form. Mayor Young has requested that each Council Member complete the form so that she may better understand which committees Council Members would like to serve on. Based on your selection(s), she will present a recommended appointment roster for your consideration. For you convenience, the current appointments are attached above, “Committee Boards Updated 2024 from 2023…”

ATTACHMENT C
Please complete the form by identifying which committees you would like to serve on and why. Please return the form to Mayor Young no later than noon on Wednesday, January 10, 2024. Your cooperation in this exercise will assist in an efficient discussion at the dais at the City Council meeting.

Thank you,
Midori Lichtwardt, City Manager | City Manager’s Office 333 Civic Center Plaza | Tracy, CA 95376
Office (209) 831.6115 | Fax (209) 831.6120
[email protected]

2024 TRACY COUNCILMEMBERS
COMMITTEE/BOARD PREFERENCES (1/16/2024)
Committee/Commission/
Board
Meetings Held Council Member’s
Preference
Statement of Reason
City Standing Committees
Investment Review Committee Quarterly 1.

2. Tracy Finance Committee Monthly, as needed 1.

2. Tracy Homelessness Advisory
Committee
Quarterly 1. Mayor Pro Tem Davis

2. Council Member Bedolla
THAC accomplished some major goals in
2023: securing major funding, standing up
new Link housing and supportive services
with Salvation Army; providing access to
dignified shelter for all unhoused residents
of Tracy, effectively and humanely clearing
encampments, and implementing policies
that protect the parks from conflicting uses
in the future. I would like to continue
working towards the City’s goal of ending
homelessness in the City of Tracy.

City Partnerships
City/Chamber Liaison Council Quarterly 1.

2. (Alternate)
City/Schools Liaison Every other month 1.

2. 3.
(Alternate)
South San Joaquin County Fire
Authority (SSJCFA) JPA
Monthly 1. Mayor Pro Tem Davis

2. Council Member Evans

3. (Alternate)
Public safety is important to me. Given the
fairly new transition, continuity in this role
would be helpful in ensuring quality fire
services are protected in the City of Tracy,
and that JPA-Member agency relationships
1 Mayor Pro Tem Davis - Assignment Preferences

ATTACHMENT D
are nurtured for the benefit of the entire
community.

Tracy Chamber Governmental
Affairs Committee
Monthly 1. Mayor Pro Tem Davis

2. (Alternate)

3. City Manager (or Designee)
I enjoy serving in this role, exchanging
information between the City and the
Chamber regarding business development;
including addressing business concerns
and fostering healthy, productive
relationships between the City and the
business community.

Multi-Agency /Third Agency
Appointments
Altamont Regional Traffic
Authority (ARTA) JPA
As needed (Mayor) 1. Mayor Young
City Selection Committee Annually, additional meetings
as needed (Mayor)

1. Mayor Young
East Bay Community Energy
(EBCE)
Monthly 1.

2. (Alternate)
Integrated Waste Management
Task Force (Formerly Solid Waste
Management Plan Advisory Task
Force)
As needed 1.

2. (Alternate)

3. Staff
LAFCO No appointment until 2025
League of California Cities, Central
Valley Division Executive
Committee
Quarterly 1.

2. (Alternate)
San Joaquin Council of
Governments (SJCOG)
Monthly, in Stockton at 4:00
p.m. on the fourth Thursday
of the month.

1. Mayor Young

2. Mayor Pro Tem Davis
(Alternate)
San Joaquin County Water
Advisory Commission
Monthly (appointed by Board
of County Supervisors)

1. Council Member Bedolla

2. Staff

3. Staff
Currently appointed
San Joaquin Partnership Monthly, in Stockton at
7:30a.m. & 8:00a.m. on the

1. Mayor Young
2 fourth Thursday of each
month
(Primary Mayor)

2. (Alternate)
San Joaquin Regional Rail
Commission
Monthly (appointed by
SJCOG)

1. Mayor Young Currently appointed
Special City Selection Committee,

SJVAPCD
As needed 1.

2. (Alternate)
Tri-Valley- San Joaquin Valley
Regional Rail Authority (Valley
Link)
Monthly 1.

2. (Alternate)
* Adopted Content, but different order on sheet to reflect corrected titles sections and alphabetical order . 3 1
2024 TRACY COUNCILMEMBERS
COMMITTEE/BOARD PREFERENCES (1/16/2024)
Committee/Commission/
Board
Meetings Held Council Member’s
Preference
Statement of Reason
City Standing Committees
Investment Review Committee Quarterly 1. Evans

2. Bedolla
Tracy Finance Committee Monthly, as needed 1. Bedolla

2. Arriola
Tracy Homelessness Advisory
Committee
Quarterly 1. Davis

2. Bedolla
City Partnerships
City/Chamber Liaison Council Quarterly 1. Bedolla

2. Arriola
(Alternate)
City/Schools Liaison Every other month 1. Evans

2. Arriola

3. Young
(Alternate)
South San Joaquin County Fire
Authority (SSJCFA) JPA
Monthly 1. Evans

2. Davis

3. Bedolla
(Alternate)
Tracy Chamber Governmental
Affairs Committee
Monthly 1. Davis

2. Bedolla
(Alternate)

3. City Manager (or
Designee)
Multi-Agency /Third Agency
Appointments
Altamont Regional Traffic
Authority (ARTA) JPA
As needed (Mayor) 1. Mayor Young
Council Member Evans - Assignment Preferences
2 City Selection Committee Annually, additional meetings as needed (Mayor)

1. Mayor Young
East Bay Community Energy
(EBCE)
Monthly 1. Bedolla

2. Arriola
(Alternate)
Integrated Waste Management
Task Force (Formerly Solid Waste
Management Plan Advisory Task
Force)
As needed 1. Arriola

2. Bedolla
(Alternate)

3. Staff
LAFCO No appointment until 2025
League of California Cities, Central
Valley Division Executive
Committee
Quarterly 1. Davis

2. Evans
(Alternate)
San Joaquin Council of
Governments (SJCOG)
Monthly, in Stockton at 4:00
p.m. on the fourth Thursday
of the month.

1. Davis

2. Evans
(Alternate)
San Joaquin County Water
Advisory Commission
Monthly (appointed by Board
of County Supervisors)

1. Council Member Bedolla

2. Staff

3. Staff
Currently appointed
San Joaquin Partnership Monthly, in Stockton at
7:30a.m. & 8:00a.m. on the
fourth Thursday of each
month
(Primary Mayor)

1. Mayor Young

2. (Alternate)
San Joaquin Regional Rail
Commission
Monthly (appointed by
SJCOG)

1. Mayor Young Currently appointed
Special City Selection Committee,

SJVAPCD
As needed 1. Bedolla

2. Evans
(Alternate)
Tri-Valley- San Joaquin Valley
Regional Rail Authority (Valley
Link)
Monthly 1. Bedolla

2. Davis
(Alternate)
* Adopted Content, but different order on sheet to reflect corrected titles sections and alphabetical order.

Council Member Bedolla - Assignment Preferences
transportation project. Advocacy efforts, including lobbying at both the federal and state levels, have secured funding and increased transparency in both Phase 1 and Phase 2 of the project. The Board voted to build Phase 1 to Mountain House by the end of 2028, emphasizing the importance of a Tracy Hydrogen facility for our city buses. I am also actively promoting the establishment of a North Tracy Valley Link station and expediting Phase 2 to connect Mountain House through Tracy to the rest of San Joaquin County.

Tracy Finance Committee:

With three years of experience overseeing our city's investment portfolio, I am seeking appointment to the Tracy Finance Committee. I am well-versed in managing taxpayer dollars, balancing risk, solvency, and liquidity considerations. Additionally, my involvement in studying potential changes to the voter-approved business license tax, passed in 2022, aligns with the Council's directive for discussion.

City Representative or Alternate to San Joaquin County Council of Governments:

I would like to be seriously considered for appointment as a City representative or alternate to the San Joaquin County Council of Governments. My commitment to regional transportation, as evidenced by my work with Valley Link, aligns with the goals of SJCOG and the City of Tracy. Given that SJCOG will be lobbying for Valley Link, my inclusion in these discussions would be beneficial for our residents. Moreover, my youth and experience brings a fresh perspective and enthusiasm for shaping the future.

I appreciate your time and consideration of my requests. I am committed to serving our community to the best of my abilities and contributing to the continued success of Tracy. I look forward to the opportunity to discuss these appointments further during the upcoming City Council committee appointment discussion item on January 16.

Thank you for your continued dedication to the betterment of our city.

Sincerely,
f(x,.j;;�
Council Member Mateo Bedolla
1 2024 TRACY COUNCILMEMBERS
COMMITTEE/BOARD PREFERENCES (1/16/2024)
Committee/Commission/
Board
Meetings Held Council Member’s
Preference
Statement of Reason
City Standing Committees
Investment Review Committee Quarterly 1.

2. Tracy Finance Committee Monthly, as needed 1. ARRIOLA

2. After balancing the budget, I would like to
remain to address the challenges that are
forthcoming given changes in e-commerce
taxation, as I have addressed while on the
CalCities Board of Directors.

Tracy Homelessness Advisory
Committee
Quarterly 1. ARRIOLA

2. After successfully navigating the opening of our
Homeless Shelter, including the funding of such
an effort, I would like to continue addressing
this challenge in our community.
7City Partnerships
City/Chamber Liaison Council Quarterly 1. ARRIOLA

2. (Alternate)
I would like to continue efforts on this
committee, especially given the successful
implementation of Measure B.

City/Schools Liaison Every other month 1. ARRIOLA

2. 3.
(Alternate)
I would like to continue efforts on this
committee, especially given the new challenges
that face our community re: fentanyl
prevention.

South San Joaquin County Fire
Authority (SSJCFA) JPA
Monthly 1.

2. 3.
(Alternate)
Tracy Chamber Governmental
Affairs Committee
Monthly 1.

2. (Alternate)

3. City Manager (or
Designee)
Council Member Arriola - Assignment Preferences
2 Multi-Agency /Third Agency
Appointments

Altamont Regional Traffic
Authority (ARTA) JPA
As needed (Mayor) 1. Mayor Young
City Selection Committee Annually, additional meetings
as needed (Mayor)

1. Mayor Young
East Bay Community Energy
(EBCE)
Monthly 1. ARRIOLA

2. (Alternate)
As someone passionate about green renewable
energy, and a former EBCE representative, I
would like to return to continuing the work I
previously lead in enhancing EBCE investments
in San Joaquin County.

Integrated Waste Management
Task Force (Formerly Solid Waste
Management Plan Advisory Task
Force)
As needed 1.

2. (Alternate)

3. Staff

LAFCO No appointment until 2025
League of California Cities, Central
Valley Division Executive
Committee
Quarterly 1.

2. (Alternate)

San Joaquin Council of
Governments (SJCOG)
Monthly, in Stockton at 4:00
p.m. on the fourth Thursday
of the month.

1. 2.
(Alternate)

San Joaquin County Water
Advisory Commission
Monthly (appointed by Board
of County Supervisors)

1. Council Member Bedolla

2. Staff

3. Staff

Currently appointed
San Joaquin Partnership Monthly, in Stockton at
7:30a.m. & 8:00a.m. on the
fourth Thursday of each
month
(Primary Mayor)

1. Mayor Young

2. (Alternate)

San Joaquin Regional Rail
Commission
Monthly (appointed by
SJCOG)

1. Mayor Young Currently appointed
Special City Selection Committee,

SJVAPCD
As needed 1.

2. (Alternate)

3 Tri-Valley- San Joaquin Valley
Regional Rail Authority (Valley
Link)
Monthly 1.

2. (Alternate)
1 2024 TRACY COUNCILMEMBERS
COMMITTEE/BOARD PREFERENCES (1/16/2024)
Committee/Commission/
Board
Meetings Held Current
Reps
Council
Member’s
Preference
Statement of Reason Appointment
City Standing Committees
Investment Review
Committee
Quarterly Bedolla
Evans

1. EVANS

2. 1. Councilmember Evans

2. Mayor Pro Tem Davis
Tracy Finance Committee Monthly, as
needed
Arriola
Young -
Bedolla

1. ARRIOLA

2. BEDOLLA
After balancing the budget, I would like to remain to
address the challenges that are forthcoming given changes in e-commerce taxation, as I have addressed while on the CalCities Board of Directors.

1. Councilmember Arriola

2. Councilmember Bedolla
Tracy Homelessness
Advisory Committee
Quarterly Davis
Bedolla

1. ARRIOLA

2. DAVIS

BEDOLLA
After successfully navigating the opening of our Homeless Shelter, including the funding of such an effort, I would like to continue addressing this challenge in our
community.

THAC accomplished some major goals in 2023: securing
major funding, standing up new Link housing and
supportive services with Salvation Army; providing access to dignified shelter for all unhoused residents of Tracy, effectively and humanely clearing encampments, and
implementing policies that protect the parks from
conflicting uses in the future. I would like to continue

1. Councilmember Arriola

2. Mayor Pro Tem Davis
ATTACHMENT E Mayor Young's Proposed Slate of Appointments 2 working towards the City’s goal of ending homelessness in the City of Tracy.

City Partnerships
City/Chamber Liaison
Council
Quarterly Arriolla
Bedolla
(Alt)

1. ARRIOLA

2. (Alternate)
I would like to continue efforts on this committee,
especially given the successful implementation of
Measure B.

1. Councilmember Arriola

2. Mayor Young
(Alternate)
City/Schools Liaison Every other
month
Arriola
Evans

1. ARRIOLA

2. EVANS

3. (Alternate)
I would like to continue efforts on this committee,
especially given the new challenges that face our
community re: fentanyl prevention.

1. Councilmember Arriola

2. Councilmember Evans

3. Mayor Young
(Alternate)
South San Joaquin County
Fire Authority (SSJCFA) JPA
Monthly Davis
Evans
Bedolla
(Alt)

1. DAVIS

2. EVANS

3. (Alternate)
Public safety is important to me. Given the fairly new
transition, continuity in this role would be helpful in ensuring quality fire services are protected in the City of Tracy, and that JPA-Member agency relationships are
nurtured for the benefit of the entire community.

1. Mayor Pro Tem Davis

2. Councilmember Evans

3. Councilmember Bedolla
(Alternate)
Tracy Chamber
Governmental Affairs
Committee
Monthly Davis
Bedolla
(Alt)

1. DAVIS

2. (Alternate)

3. City
Manager
(or
Designee)
I enjoy serving in this role, exchanging information
between the City and the Chamber regarding business
development; including addressing business concerns and fostering healthy, productive relationships between the City and the business community.

1. Mayor Pro Tem Davis

2. Mayor Young
(Alternate)

3. City Manager (or
Designee)
Multi-Agency /Third
Agency Appointments

3 Altamont Regional Traffic
Authority (ARTA) JPA
As needed
(Mayor)
Young 1. Mayor
Young

1. Mayor Young
City Selection Committee Annually,
additional
meetings as
needed (Mayor)
Young 1. Mayor
Young

1. Mayor Young
East Bay Community Energy
(EBCE)
NEW NAME: Ava
Community Energy Board
Monthly Bedolla
Arriola
(Alt)

1. ARRIOLA

1. BEDOLLA

2. (Alternate)
As someone passionate about green renewable energy,
and a former EBCE representative, I would like to return to continuing the work I previously lead in enhancing EBCE investments in San Joaquin County.

1. Councilmember Arriola

2. Councilmember Bedolla
(Alternate)
Integrated Waste
Management Task Force
(Formerly Solid Waste
Management Plan Advisory
Task Force)
As needed Arriola
Bedolla
(Alt)

1. 2.
(Alternate)

3. Staff

1. Councilmember Arriola

2. Councilmember Bedolla
(A
lternate)

3. Staff
LAFCO No
appointme
nt until
2025
No appointment until 2025
League of California Cities,
Central Valley Division
Executive Committee
Quarterly Davis
Evans
(Alt)

1. 2. EVANS
(Alternate)

1. Councilmember Evans

2. Mayor Pro Tem Davis
(Alternate)
San Joaquin Council of
Governments (SJCOG)
Monthly, in
Stockton at 4:00
p.m. on the
fourth Thursday
of the month.

Young
Davis
(Alt)

1. YOUNG

2. DAVIS
(Alternate)
1 OR 2

BEDOLLA

2. EVANS
This is a position I’ve served in for most of my tenure starting as an alternate and observer learning and have represented our county well, advocating as state and
federal levels, utilizing gained knowledge and
relationships for the betterment of Tracy and SJ County.

1. Mayor Young

2. Councilmember Bedolla
(Alternate)

4 San Joaquin County Water
Advisory Commission
Monthly
(appointed by
Board of County
Supervisors)
Bedolla 1. Council
Member
Bedolla

2. Staff

3. Staff

Currently appointed 1. Councilmember Bedolla

2. Staff

3. Staff

San Joaquin Partnership Monthly, in
Stockton at
7:30a.m. &
8:00a.m. on the
fourth Thursday
of each month
(Primary Mayor)
Young
Arriola
(Alt)

1. Mayor
Young

2. (Alternate)

1. Mayor Young

2. Councilmember Arriola
(Alternate)
San Joaquin Regional Rail
Commission
Monthly
(appointed by
SJCOG)
Young 1. Mayor
Young
Currently appointed 1. Mayor Young
Special City Selection
Committee, SJVAPCD
As needed Bedolla
Evans
(Alt)

1. 2. EVANS
(Alternate)

1. Councilmember Evans

2. Councilmember Bedolla
(Alternate)

5 Tri-Valley- San Joaquin
Valley Regional Rail
Authority (Valley Link)
Monthly Bedolla
Davis
(Alt)

1. BEDOLLA

2. (Alternate)

1. Councilmember Bedolla
* Ado
pted Content, but different order on sheet to reflect corrected titles sections and alphabetical order.

Italicized are empty positions not requested but suggested for appointment.

January 16, 2024
Agenda Item 3.D

RECOMMENDATION
Staff recommends that the City Council approve a Resolution amending the Policy for Reimbursement for Travel and Expenses for Elected and Council-Appointed Officials to remove City Council pre-approval for out-of-state travel and to specify a lodging rate in the absence of a group rate.

EXECUTIVE SUMMARY
On April 18, 2023, the City Council approved, by Resolution 2023-069, rescinding resolutions 2007-0
75 and 2021-140, which adopted and amended the policy for reimbursement for travel and expenses
for elected and appointed officials; and adopted a new policy for reimbursement for
travel and expenses for elected and council-appointed officials, Resolution 2023-069. Staff is recommending that the City Council adopt an amended Policy for Reimbursement for Travel and Expenses
for Elected and Council-Appointed Officials (Proposed Policy). The Proposed Policy amendment removes the requirement to have City Council approve out-of-state travel for elected and
appointed officials as well other minor amendments.

BACKGROUND AND LEGISLATIVE HISTORY
Government Code section 36514.5 allows Councilmembers
to be reimbursed for actual and
necessary expenses incurred in the performance of their official duties. In January 2006, in accordance
with AB 1234 (found in Government Code sections 53232 et seq.), the City Council adopted a
“Policy for Reimbursement for Travel and Expenses for Elected and Appointed Officials”. Government Code section 53232.2 requires all local agencies, which provide reimbursements
to members of its legislative body, adopt a written policy identifying what expenses
qualify for reimbursement and requiring the filing of expense reports.

On April 18, 2023, the City Council approved an amended and restated “Policy for Reimbursement for Travel and Expenses for Elected and Appointed Officials” (Travel Policy), by Resolution 2023-069, rescinding resolutions 2007-075 and 2021-140, which previously adopted and amended the policy for reimbursement for travel and expenses for elected and appointed officials. On September 19, 2023, as part of the new Travel Policy, the City Council approved Resolution 2023-195, establishing individual travel and membership budgets for each City Councilmember and
the Mayor.

ANALYSIS AND DISCUSSION
With certain exceptions noted below, the Travel Policy requires approval by the majority of the Council body for out-of-state and out-of-country travel. As no ted above, subsequent to adoption of the Travel Policy, the City Council approved individual budgets for each Councilmember and the Mayor. On October 24, 2023, Mayor Young requested that the approval for out-of-state and out-of-country travel be removed from the Travel Policy. This item was seconded by Councilmember Arriola. Specifically, the current Travel Policy states:
“Expenses for international and out-of-state travel, require prior City Council approval, with the exception of
the following travel:

Agenda Item 3.D
January 16, 2024