Agenda packet, special meeting, second session — Santa Paula City Council, February 13, 2024 (part 2 of 3)

This memo summarizes the project VMT analysis methodology and results, consistent with the Office of Planning and Research (OPR) VMT Technical Advisory1 and the City’s General Plan2 Policy CM 1.6 to reduce VMT:
• Reduce VMT. Support development and transportation improvements that help reduce per capita VMT and meet the needs of roadway users of all modes and abilities. Utilize per capita VMT as the determinant of operational and environmental impact significance for development projects.

Table 1. Approved and Proposed Land Uses
Land Use As Approved As Proposed
Single-family residences 1,100 Dwelling Units 784 Dwelling Units Condominium residences 150 Dwelling Units 966 Dwelling Units Apartments 250 Dwelling Units 300 Dwelling Units
Sports parks 35 Acres 35 Acres
Undeveloped city parks and open space 39.9 Acres 39.9 Acres High school Assumed to serve 800 students Assumed to serve 800 students Elementary School Assumed to serve 900 students n/a
Assisted Living 150 Dwelling Units n/a
Office 100,000 Square Feet n/a
Light Industrial 25,000 Square Feet n/a
Retail 20,000 Square Feet n/a
Vehicle Miles Traveled Background
The Governor’s Office of Planning and Research (OPR) added Section 15064.3 to the CEQA Guidelines on December 28, 2018. It states that vehicles miles traveled (VMT) is the appropriate measure of transportation impacts for projects subject to CEQA effective July 1, 2020. The City of Santa Paula has not developed or adopted a new process for analyzing the transportation impacts of land use and transportation projects. For this reason, this analysis follows the guidance in the CEQA Guidelines and in the OPR Technical Advisory.

OPR provides recommendations for analyzing land use projects that are residential, office or retail in nature.

It identifies methods for screening out projects from VMT analysis and gives guidance which a lead agency may use when selecting significance thresholds appropriate for its jurisdiction. For the purposes of SB 743, VMT to be analyzed is generated by on-road passenger vehicles, specifically cars and light-duty trucks. 1 “Technical Advisory on Evaluating Transportation Impacts in CEQA” (December 2018) accessed at https://opr.ca.gov/docs/20190122-743_Technical_Advisory.pdf 2 https://spcity.org/DocumentCenter/View/1710/2040-General-Plan-Section-3---Circulation-and-Mobility- Element 169
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VMT Analysis Methodology
The project involves a proposed amendment to an approved Specific Plan project analyzed in an Environmental Impact Report (EIR). In accordance with CEQA Guidelines Sections 15162 – 15164 when an EIR has been certified for a project, and changes are proposed to an approved project, analysis of the potential impacts of the changes to the project should be completed.

As analysis of VMT to determine transportation impacts was not required when the 2008 East Area 1 Specific Plan EIR and 2015 East Area 1 Supplemental EIR were prepared, VMT estimates for the approved Specific Plan and the proposed Specific Plan Amendment were prepared to identify the change in VMT that would result from the proposed Specific Plan Amendment. The same methodology outlined in the OPR recommended guidelines was used. Because the project as approved and the project as proposed each include a mix of residential and non-residential land uses, rather than a single land use, the following analysis metrics were analyzed:
• Residential Uses – VMT per resident calculated as the total home-based productions VMT divided by the population of the project.
• Employment Uses – VMT per employee calculated as the total home-based work attractions and work-based other productions VMT divided by the total number of employees of the project. • Total VMT per Service Population – Total origin/destination VMT divided by the sum of residents and employees of the project.

Calculating Project VMT
Fehr & Peers used the Ventura County Travel Model (VCTM) to conduct VMT analysis for the project. The model has a base year of 2016 and a horizon year of 2040. The model was last updated by VCTC in 2021 and is a countywide based on the 2016 SCAG RTP/SCS model. It is a trip-based, four-step model which calculates trip generation, trip distribution, mode split and trip assignment to estimate traffic volumes and VMT across a network. The model has a total of 1,079 transportation analysis zones (TAZs), including 663 in Ventura County.

The City of Santa Paula is included in all or part of 20 TAZs. Figure 1 below shows the zone structure and roadway network in the base year model in and around the city.

As can be seen, the area at the eastern end of the city where the East Area 1 Specific Plan Area is located did not include the completed extension of Hallock Drive north of Telegraph Road nor the planned eastward extension of Santa Paula Street. The TAZs at the eastern end of the city do not fully represent the anticipated development in the annexation areas that expanded the city including East Area 1, where the East Area 1 Specific Plan Area is located, and the adjacent East Area Two Planning Area.

To properly represent this area of the city in the model Fehr & Peers added network detail and modified the socio-economic data (SED) to include the East Area 1 Specific Plan project. The approved and proposed mixes of land uses were converted to SED using factors on persons per household and employment intensity in the model. The network modifications are illustrated in Figure 2 and the changes made to the VCTM are described below.
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Figure 1. Base Model: Project TAZ Structure and Roadways 171
Figure 2. Project Plus Model: Project TAZ Structure and Roadways 172
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 Moved the existing land uses in the project TAZ to a neighboring TAZ  Added the existing (2023) development in the East Area 1 Specific Plan Area  Modified the base year roadway network to extend Hallock Drive  Modified the SED in other areas of Santa Paula to reflect the current development projects and long-term build out listed in Table 2 and shown in Figure 3  Modified the future roadway network to extend Santa Paula Street  Added the remainder of the full mix of approved land uses  Added the remainder of the full mix of proposed land uses Following these modifications, the base year model was run with the existing development in the East Area 1 Specific Plan Area. The future year model was run with the project as approved and with the project as proposed. The results of the base year plus existing scenario were interpolated between 2016 and 2040 to develop estimates for existing (2023) conditions. The results of the analysis are presented in Table 3.

Project VMT Results
This section summarizes the VMT analysis for the East Area 1 Specific Plan Area project based on the methodology described above. Table 3 on the following page shows the project VMT for the following metrics:
1) Residential VMT per resident,
2) Work VMT per employee, and
3) Total VMT per service population.

As shown in Table 3, the proposed changes in the mix of land uses allowed by the East Area 1 Specific Plan would result in an increase in population and residential home-based VMT, a reduction in employment and work VMT per employee, and overall, a reduction in VMT per service population (i.e., population and employees) from 22.2 to 21.8. 173
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Table 2. Related Development Projects
No. Location Description Type Size
1 Faulkner Rd. Former K-Mart site Condominiums 237 du
Remove existing retail 71.257 ksf
2 605 Main Apartments - Senior Apartments 27 du
3 East of Dickenson Rd and Fagan Canyon Project Single Family Units 450 du Retail 76.2 ksf
Active Parks 32 ac
School 10 ac
Passive Open Space 208 ac
4 Adams Canyon Rd. Adams Canyon Project Single Family Units 495 du North of Foothill Rd. Public Elementary School 40 ac
Public Middle School 300 su
Public Recreational facilities 100 ac
Destination Resort Hotel 150 rooms
Golf Course 18 hole
Public Passive Open Space 200 ac
5 Telegraph Rd./Briggs Rd. Santa Paula West Business Park Light Industrial 683.173 ksf Retail 18.405 ksf
6 1445 East Main St. Motel Motel reuse to tiny homes
for homeless
16 rooms
7 310 S. Palm Coffee/Donut Shop0 Commercial 1.8 ksf
8 East Area 2/Gateway Hospital Medical 40 rooms
Medical Office Medical Office 71 ksf
Active Adult Apts/Assisted Living Residential 80 du
Senior Townhomes Residential 28 du
Assume 100-room hotel Commercial 100 Keys
Ambulatory Surgery Center Medical 8.5 ksf
Retail/Office Retail/Office 8.5 ksf
Skilled Nursing Facility Medical 40 rooms
9 East Area 2 Expansion Area Retail 123.314 ksf
Light Industrial/Business Park 308.95 ksf
Industrial 56 ksf
10 1498 Harvard Blvd Homeless Center Improvements* Residential 0.34 acres 11 1301 Ventura St Industrial Building* Commercial 0.37 acres 174
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Table 2. Related Development Projects (Continued)
No. Location Description Type Size
12 132 N 13th St Battery Energy Storage Commercial 15,000 sq. ft. 13 211 12th St Battery Energy Storage Commercial 15,000 sq. ft. 14 326 W Santa Maria St Industrial Building* Commercial 9.9 acres 15 811 W Telegraph Rd Behavioral Health Facility Commercial 16 beds 16 630 Todd Lane Industrial Building Commercial 60,000 sq. ft. 17 525 E Main St Alcohol/Drug Treatment Commercial 6-8 beds 18 926 E Main St Restaurant - Paseo Café* Commercial 0.07 acres 19 133 N Mill St Restaurant and Catering* Commercial 0.77 acres 20 324 E Santa Maria St Self-Storage Commercial 40,000 sq. ft. 21 500-550 Harvard Blvd. Medical Office Commercial 30,000 sq. ft. 22 Grant Line St/Santa Paula St Single Family Residential w/ ADU Residential 9 SFD 23 714 W Harvard Apartment Affordable Residential 68 Apt units 24 Forest Dr / Cliff Dr Single Family Residential Luxury Residential 19 SFD 25 11th / Main St. Single Family townhomes Residential 10 SFA 26 720 Main St. Apartment Affordable Residential 12 Apt units 27 14th St / Prieto St Single Family affordable Residential 6 SFD 28 927-929 E Main St Apartments over retail Residential 6 Apt units 29 10th St Plaza (at Railroad
Ave)
Adaptive Reuse apartments Residential 20 Apt units
30 18004 E Telegraph Rd Market / Affordable Residential 298 Apt units * Assumed development at 0.35 FAR to estimate square footage.

Source: City of Santa Paula and Meridian Consultants
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8. East Area 2/
Gateway

9. East Area 2
Expansion Area
East Area 1
Specific
Plan Area
South Mountain Road
West Telegraph Road
WestMain Street
West Santa Maria St
West Harvard Boulevard
North Ojai Road
Foothill Road
East Harvard Boulevard
·150
·126

3. Fagan Canyon
Expansion Area

4. Adams Canyon
Expansion Area

5. Santa
Paula West
Business Park
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 1
2 7
6 Related Development Projects
Project Site
City Boundary
Related Projects

3. Fagan Canyon Expansion Area

4. Adams Canyon Expansion Area

5. Santa Paula West Business Park

8. East Area 2/Gateway

9. East Area 2 Expansion Area
Other Related Projects
Figure 3
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Table 3. Project VMT Metrics with Project as Approved and Project as Proposed Metric Existing
(2023)
2040 with
Approved Project
2040 with
Proposed Project Difference
Population 1,574 3,875 4,983 1,108
Employees 13 218 42 -176
Service Population 1,587 4,093 5,025 932
Residential Home-Based
VMT
32,414 65,343 92,527 27,184
Employment VMT
(excluding WBO)
179 2,600 370 -2,230
Total VMT 38,042 90,842 109,664 18,822
Residential VMT per
Resident 20.6 16.9 18.6 1.7
Work VMT per Employee 13.5 11.9 8.8 -3.1
Total VMT per Service
Population 24.0 22.2 21.8 -0.4
* WBO = work-based other productions
Source: Fehr & Peers, 2023.
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600 Wilshire Boulevard | Suite 1050 | Los Angeles, CA 90017 | (213) 261-3050 | Fax (310) 394-7663 www.fehrandpeers.com
Memorandum
Date: February 21, 2023
To: David Lauletta and Tony Marro, Lewis Homes
CC: Tony Locacciato, Meridian Consultants
From: Netai Basu, AICP CTP
Subject: Transportation Impact Analysis (LOS) Update for the East Area 1 Specific Plan LA20-3280
This memorandum summarizes a trip generation assessment and transportation impact analysis of proposed changes to the approved East Area 1 Specific Plan in the City of Santa Paula, California.

The analysis shows that new or more substantial impacts would not have been found if the project now proposed had been analyzed as the project that was studied in the EIR.

Project Background
In 2008 the City approved the East Area 1 Specific Plan to guide the development of approximately 500 acres located east of Santa Paula Creek and north of Telegraph Road with new residential neighborhoods, public facilities, commercial and business park uses. The City approved a specific plan amendment in 2015 which retained the overall level of residential development, reconfigured the planning areas within the specific plan area, and reduced the overall level of commercial and business park development. The East Area 1 Specific Plan also includes sites for the development of new public facilities for education and recreation. In 2017 the East Area 1 Specific Plan was modified to accommodate the City’s decision to locate a new fire station in the adjacent East Gateway Specific Plan area. Table 1 presents detailed information on the land uses that are currently entitled.

At this time, the developer of the specific plan area is seeking approval to change the mix of land uses. The number of housing units would be increased, the acreage of parks and open space would be unchanged and 8.3 acres of land would continue to be reserved for the development of a new high school. Development of the approved office, light industrial and retail space would not occur, nor would the development of the currently-entitled assisted living facility and elementary school.

Table 2 presents detailed information on the proposed land uses. 178
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This memo updates the trip generation estimates in the latest traffic impact analysis for the specific plan area, compares the overall level of change likely to result from the proposed mix of land uses when compared with the approved development, and qualitatively assesses whether that change may result in new significant traffic impacts using the same impact methodology that was used in previous environmental analysis of the project.

Trip Generation – Approved Project
Trip generation estimates were prepared for the East Area 1 Specific Plan project using rates found in the Trip Generation Handbook, 9th Edition (Institute of Transportation Engineers (ITE), 2012).

Although a newer edition of that resource is available, this analysis maintains use of the trip generation rates that were used in previous analyses of the project for consistency. Table 1 presents the trip generation estimates for the East Area 1 Specific Plan as amended through 2017. The approved development is estimated to generate a total of 17,204 new external daily trips, including 1,814 trips in the AM peak hour and 1,827 trips in the PM peak hour.

Trip Generation – Approved Project with Proposed Changes The trip generation estimates for the East Area 1 Specific Plan area were revised to reflect the current development proposal and these are shown in Table 2. As shown in Table 2, the proposed changes to the approved project would generate a total of 16,574 new external daily trips, including 1,544 trips in the AM peak hour and 1,645 trips in the PM peak hour. Relative to the approved project, this would be a reduction of 630 daily trips generated by development in East Area 1, including 270 fewer trips in the AM peak hour and 182 fewer trips in the PM peak hour. Both inbound trips in the AM peak hour and outbound trips in the PM peak hour would be reduced substantially. Outbound trips in the AM peak hour and inbound trips in the PM peak hour would increase nominally. Relative to the approved project, the currently-proposed mix of land uses would reduce daily trips by 4%, AM peak hour trips by 15% and PM peak hour trips by 10%.

Impact Analysis Methodology
The determination of the significance of transportation impacts in the EIR for the approved project was based on intersection level of service (LOS) analysis and was conducted at a time when the City of Santa Paula General Plan had a policy to maintain intersection operating conditions at LOS C or better. If traffic generated by a proposed project were found to cause or worsen LOS D, LOS E or LOS F conditions by specified amounts at analyzed intersections, these were deemed to be a significant impact. The LOS of an intersection is a measure of congestion related to the amount of traffic using it and the capacity of the intersection (affected by the number and configuration of travel lanes, signal phasing and other factors). Detailed analysis was conducted to calculate the volume-to-capacity (V/C) ratio which was then used to determine the intersection LOS. In March 2020 the City adopted a new General Plan which includes Policy CM 1.1 establishing LOS D as the performance standard. Thus, the current standard is less strict than the standard in effect when the project was previously analyzed and approved.

Policy CM 1.6 of the Santa Paula General Plan states that the City shall utilize per capita VMT as the determinant of operational and environmental impact significance for development projects. VMT 179
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analysis of the proposed changes to the East Area 1 Specific Plan is being conducted and will be documented in a separate technical memorandum.

Summary and Conclusion
The proposed changes to the land use mix in the East Area 1 Specific Plan would result in a moderate decrease in vehicle trip generation in the weekday peak hours and on a daily basis, relative to the currently approved project. By definition, a change from the approved project which results in a reduction in trips would be not result in new or more substantial significant impacts to level of service over and above what was analyzed nor require additional transportation mitigation measures. This conclusion is also consistent with the change in the City’s LOS standard from LOS C to LOS D.
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APPENDIX B
Air Quality and Greenhouse Gas CalEEMod Output Sheets
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East Area 1 Custom Report
Table of Contents

1. Basic Project Information

1.1. Basic Project Information

1.2. Land Use Types

1.3. User-Selected Emission Reduction Measures by Emissions Sector

2. Emissions Summary

2.1. Construction Emissions Compared Against Thresholds

2.2. Construction Emissions by Year, Unmitigated

2.4. Operations Emissions Compared Against Thresholds

2.5. Operations Emissions by Sector, Unmitigated

3. Construction Emissions Details

3.1. Site Preparation (2025) - Unmitigated

3.3. Building Construction (2025) - Unmitigated

3.5. Building Construction (2026) - Unmitigated

3.7. Building Construction (2027) - Unmitigated
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3.9. Building Construction (2028) - Unmitigated

3.11. Building Construction (2029) - Unmitigated

3.13. Building Construction (2030) - Unmitigated

3.15. Building Construction (2031) - Unmitigated

3.17. Building Construction (2032) - Unmitigated

3.19. Building Construction (2033) - Unmitigated

3.21. Building Construction (2034) - Unmitigated

3.23. Paving (2025) - Unmitigated

3.25. Paving (2026) - Unmitigated

3.27. Architectural Coating (2033) - Unmitigated

3.29. Architectural Coating (2034) - Unmitigated

3.31. Architectural Coating (2035) - Unmitigated

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated
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4.2.3. Natural Gas Emissions By Land Use - Unmitigated

4.3. Area Emissions by Source

4.3.1. Unmitigated

4.4. Water Emissions by Land Use

4.4.1. Unmitigated

4.5. Waste Emissions by Land Use

4.5.1. Unmitigated

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated 186
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4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated

5. Activity Data

5.1. Construction Schedule

5.2. Off-Road Equipment

5.2.1. Unmitigated

5.3. Construction Vehicles

5.3.1. Unmitigated

5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies

5.5. Architectural Coatings

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities

5.6.2. Construction Earthmoving Control Strategies

5.7. Construction Paving

5.8. Construction Electricity Consumption and Emissions Factors

5.9. Operational Mobile Sources
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5.9.1. Unmitigated

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.2. Architectural Coatings

5.10.3. Landscape Equipment

5.11. Operational Energy Consumption

5.11.1. Unmitigated

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated

5.13. Operational Waste Generation

5.13.1. Unmitigated

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated

5.16. Stationary Sources
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5.16.1. Emergency Generators and Fire Pumps

5.16.2. Process Boilers

5.17. User Defined

5.18. Vegetation

5.18.1. Land Use Change

5.18.1.1. Unmitigated

5.18.1. Biomass Cover Type

5.18.1.1. Unmitigated

5.18.2. Sequestration

5.18.2.1. Unmitigated

8. User Changes to Default Data
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1. Basic Project Information

1.1. Basic Project Information
Data Field Value
Project Name East Area 1
Construction Start Date 1/1/2025
Operational Year 2036
Lead Agency —
Land Use Scale Plan/community
Analysis Level for Defaults County
Windspeed (m/s) 2.70
Precipitation (days) 7.20
Location 34.3683147552355, -119.04932752254811
County Ventura
City Santa Paula
Air District Ventura County APCD
Air Basin South Central Coast
TAZ 3408
EDFZ 8
Electric Utility Southern California Edison
Gas Utility Southern California Gas
App Version 2022.1.1.21

1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
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Single Family
Housing
784 Dwelling Unit 252 1,528,800 9,182,880 — 2,360 —
Condo/Townhouse 966 Dwelling Unit 0.00 1,023,960 0.00 — 2,908 — Apartments Low
Rise
300 Dwelling Unit 0.00 318,000 0.00 — 903 —
High School 800 Student 20.2 106,129 0.00 0.00 — —
City Park 225 Acre 225 0.00 0.00 0.00 — —

1.3. User-Selected Emission Reduction Measures by Emissions Sector No measures selected

2. Emissions Summary

2.1. Construction Emissions Compared Against Thresholds Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 12.6 38.8 64.2 136 0.14 2.25 23.7 26.0 2.08 7.08 9.16 — 33,484 33,484 1.29 1.81 89.2 34,143 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 12.6 38.8 65.8 129 0.14 2.25 23.7 26.0 2.08 7.08 9.16 — 32,734 32,734 1.34 1.81 2.31 33,308 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 8.69 27.6 45.0 89.9 0.10 1.52 16.6 18.1 1.41 4.87 6.28 — 23,121 23,121 0.93 1.29 27.5 23,555 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 1.59 5.03 8.20 16.4 0.02 0.28 3.02 3.30 0.26 0.89 1.15 — 3,828 3,828 0.15 0.21 4.55 3,900 191
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2.2. Construction Emissions by Year, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
2025 12.6 10.9 64.2 136 0.14 2.25 23.7 26.0 2.08 7.08 9.16 — 33,484 33,484 1.29 1.81 89.2 34,143 2026 8.20 7.13 30.6 99.1 0.09 0.80 18.4 19.2 0.70 4.40 5.09 — 27,501 27,501 0.47 1.67 80.3 28,091 2027 7.01 6.07 22.5 83.5 0.08 0.44 18.2 18.7 0.36 4.35 4.72 — 25,372 25,372 0.41 1.65 71.6 25,947 2028 6.32 5.87 21.0 79.4 0.08 0.35 18.2 18.6 0.33 4.35 4.68 — 24,914 24,914 0.38 1.60 64.4 25,465 2029 6.13 5.70 19.7 75.2 0.08 0.33 18.2 18.5 0.31 4.35 4.66 — 24,452 24,452 0.37 1.60 57.7 24,996 2030 5.84 4.98 19.2 71.6 0.08 0.31 18.2 18.5 0.29 4.35 4.65 — 23,988 23,988 0.37 1.55 51.3 24,509 2031 5.60 4.77 18.0 67.5 0.08 0.30 18.2 18.5 0.28 4.35 4.63 — 23,533 23,533 0.35 1.04 45.3 23,898 2032 5.41 4.58 17.4 64.4 0.08 0.28 18.2 18.5 0.26 4.35 4.61 — 23,106 23,106 0.35 0.99 39.8 23,449 2033 5.54 38.8 17.7 71.8 0.08 0.26 21.4 21.7 0.25 5.11 5.36 — 25,710 25,710 0.35 1.01 40.3 26,059 2034 5.33 38.6 17.2 68.8 0.08 0.25 21.4 21.7 0.24 5.11 5.35 — 25,291 25,291 0.35 0.95 35.0 25,619 2035 0.75 34.3 1.17 9.42 < 0.005 0.01 3.24 3.24 0.01 0.76 0.76 — 2,957 2,957 0.03 0.02 4.17 2,967 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2025 12.6 10.8 65.8 129 0.14 2.25 23.7 26.0 2.08 7.08 9.16 — 32,734 32,734 1.34 1.81 2.31 33,308 2026 8.19 7.09 32.1 92.2 0.09 0.80 18.4 19.2 0.70 4.40 5.09 — 26,777 26,777 0.52 1.70 2.08 27,299 2027 6.97 6.01 23.4 77.0 0.08 0.44 18.2 18.7 0.36 4.35 4.72 — 24,671 24,671 0.43 1.68 1.85 25,185 2028 6.26 5.81 22.0 73.2 0.08 0.35 18.2 18.6 0.33 4.35 4.68 — 24,227 24,227 0.43 1.63 1.67 24,724 2029 6.09 5.14 21.2 69.3 0.08 0.33 18.2 18.5 0.31 4.35 4.66 — 23,778 23,778 0.40 1.63 1.50 24,275 2030 5.81 4.92 20.0 66.0 0.08 0.31 18.2 18.5 0.29 4.35 4.65 — 23,326 23,326 0.40 1.55 1.33 23,799 2031 5.59 4.73 18.9 62.7 0.08 0.30 18.2 18.5 0.28 4.35 4.63 — 22,883 22,883 0.37 1.55 1.18 23,355 2032 5.40 4.55 17.8 59.9 0.08 0.28 18.2 18.5 0.26 4.35 4.61 — 22,466 22,466 0.37 1.49 1.03 22,922 192
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2033 5.53 38.8 18.7 66.8 0.08 0.26 21.4 21.7 0.25 5.11 5.36 — 24,952 24,952 0.42 1.01 1.05 25,264 2034 5.32 38.6 17.7 63.6 0.08 0.25 21.4 21.7 0.24 5.11 5.35 — 24,544 24,544 0.38 0.95 0.91 24,839 2035 0.75 34.3 1.29 8.62 < 0.005 0.01 3.24 3.24 0.01 0.76 0.76 — 2,833 2,833 0.04 0.02 0.11 2,839 Average
Daily
— — — — — — — — — — — — — — — — — —
2025 8.69 7.44 45.0 89.9 0.10 1.52 16.6 18.1 1.41 4.87 6.28 — 23,121 23,121 0.93 1.29 27.5 23,555 2026 5.61 4.86 21.2 63.4 0.06 0.50 13.0 13.5 0.43 3.12 3.55 — 18,818 18,818 0.34 1.21 24.7 19,212 2027 4.96 4.28 16.7 55.1 0.05 0.32 12.9 13.3 0.26 3.09 3.35 — 17,700 17,700 0.31 1.20 22.1 18,087 2028 4.49 4.18 15.7 52.5 0.05 0.25 13.0 13.2 0.24 3.10 3.34 — 17,429 17,429 0.29 1.15 19.9 17,798 2029 4.31 3.63 14.7 49.7 0.05 0.23 12.9 13.2 0.22 3.09 3.31 — 17,059 17,059 0.29 1.14 17.8 17,425 2030 4.12 3.48 14.3 47.4 0.05 0.22 12.9 13.2 0.21 3.09 3.30 — 16,735 16,735 0.27 1.11 15.8 17,087 2031 3.98 3.36 13.4 44.7 0.05 0.21 12.9 13.2 0.20 3.09 3.29 — 16,417 16,417 0.27 1.11 14.0 16,767 2032 3.87 3.26 12.7 42.9 0.05 0.20 13.0 13.2 0.19 3.10 3.29 — 16,162 16,162 0.27 1.07 12.3 16,500 2033 3.75 20.0 13.0 45.6 0.06 0.19 14.5 14.7 0.17 3.46 3.64 — 17,251 17,251 0.27 0.71 11.9 17,482 2034 3.78 27.6 12.5 45.3 0.06 0.18 15.2 15.4 0.17 3.62 3.78 — 17,529 17,529 0.27 0.68 10.8 17,748 2035 0.22 10.3 0.38 2.56 < 0.005 < 0.005 0.96 0.97 < 0.005 0.23 0.23 — 854 854 0.01 0.01 0.54 856 Annual — — — — — — — — — — — — — — — — — —
2025 1.59 1.36 8.20 16.4 0.02 0.28 3.02 3.30 0.26 0.89 1.15 — 3,828 3,828 0.15 0.21 4.55 3,900 2026 1.02 0.89 3.87 11.6 0.01 0.09 2.38 2.47 0.08 0.57 0.65 — 3,116 3,116 0.06 0.20 4.09 3,181 2027 0.91 0.78 3.05 10.1 0.01 0.06 2.36 2.42 0.05 0.56 0.61 — 2,930 2,930 0.05 0.20 3.65 2,995 2028 0.82 0.76 2.86 9.59 0.01 0.05 2.37 2.42 0.04 0.57 0.61 — 2,886 2,886 0.05 0.19 3.30 2,947 2029 0.79 0.66 2.68 9.07 0.01 0.04 2.36 2.41 0.04 0.56 0.60 — 2,824 2,824 0.05 0.19 2.94 2,885 2030 0.75 0.63 2.60 8.65 0.01 0.04 2.36 2.40 0.04 0.56 0.60 — 2,771 2,771 0.04 0.18 2.62 2,829 2031 0.73 0.61 2.45 8.16 0.01 0.04 2.36 2.40 0.04 0.56 0.60 — 2,718 2,718 0.04 0.18 2.32 2,776 2032 0.71 0.59 2.32 7.83 0.01 0.04 2.37 2.41 0.03 0.57 0.60 — 2,676 2,676 0.04 0.18 2.04 2,732 2033 0.68 3.64 2.37 8.33 0.01 0.03 2.65 2.68 0.03 0.63 0.66 — 2,856 2,856 0.04 0.12 1.97 2,894 2034 0.69 5.03 2.28 8.27 0.01 0.03 2.77 2.80 0.03 0.66 0.69 — 2,902 2,902 0.04 0.11 1.78 2,938 2035 0.04 1.88 0.07 0.47 < 0.005 < 0.005 0.18 0.18 < 0.005 0.04 0.04 — 141 141 < 0.005 < 0.005 0.09 142193 East Area 1 Custom Report, 1/12/2024
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2.4. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 13.5 80.6 18.9 129 0.12 1.48 126 127 1.50 31.5 33.0 1,089 40,857 41,946 112 0.56 21.0 44,943 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 2.08 69.8 17.8 7.83 0.11 1.44 126 127 1.44 31.5 32.9 1,089 40,527 41,616 112 0.56 21.0 44,612 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 7.72 75.1 18.3 67.7 0.12 1.46 112 113 1.47 27.9 29.4 1,089 40,690 41,779 112 0.56 21.0 44,775 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 1.41 13.7 3.35 12.4 0.02 0.27 20.4 20.7 0.27 5.10 5.37 180 6,737 6,917 18.6 0.09 3.47 7,413 Exceeds
(Daily
Max)
— — — — — — — — — — — — — — — — — —
Threshol
d
— 25.0 25.0 — — — — — — — — — — — — — — —
Unmit. — Yes No — — — — — — — — — — — — — — —
Exceeds
(Average
Daily)
— — — — — — — — — — — — — — — — — —
Threshol
d
— 25.0 25.0 — — — — — — — — — — — — — — —
Unmit. — Yes No — — — — — — — — — — — — — — —
194
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2.5. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Mobile — — — — — — 126 126 — 31.5 31.5 — — — — — — —
Area 11.4 79.6 1.11 122 0.01 0.05 — 0.05 0.06 — 0.06 0.00 330 330 0.01 < 0.005 — 331 Energy 2.08 1.04 17.8 7.83 0.11 1.44 — 1.44 1.44 — 1.44 — 38,599 38,599 2.99 0.16 — 38,723 Water — — — — — — — — — — — 156 1,928 2,084 16.1 0.39 — 2,603 Waste — — — — — — — — — — — 933 0.00 933 93.3 0.00 — 3,265 Refrig. — — — — — — — — — — — — — — — — 21.0 21.0
Total 13.5 80.6 18.9 129 0.12 1.48 126 127 1.50 31.5 33.0 1,089 40,857 41,946 112 0.56 21.0 44,943 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Mobile — — — — — — 126 126 — 31.5 31.5 — — — — — — —
Area 0.00 68.8 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 Energy 2.08 1.04 17.8 7.83 0.11 1.44 — 1.44 1.44 — 1.44 — 38,599 38,599 2.99 0.16 — 38,723 Water — — — — — — — — — — — 156 1,928 2,084 16.1 0.39 — 2,603 Waste — — — — — — — — — — — 933 0.00 933 93.3 0.00 — 3,265 Refrig. — — — — — — — — — — — — — — — — 21.0 21.0
Total 2.08 69.8 17.8 7.83 0.11 1.44 126 127 1.44 31.5 32.9 1,089 40,527 41,616 112 0.56 21.0 44,612 Average
Daily
— — — — — — — — — — — — — — — — — —
Mobile — — — — — — 112 112 — 27.9 27.9 — — — — — — —
Area 5.64 74.1 0.55 59.9 < 0.005 0.02 — 0.02 0.03 — 0.03 0.00 163 163 0.01 < 0.005 — 163 Energy 2.08 1.04 17.8 7.83 0.11 1.44 — 1.44 1.44 — 1.44 — 38,599 38,599 2.99 0.16 — 38,723 Water — — — — — — — — — — — 156 1,928 2,084 16.1 0.39 — 2,603195 East Area 1 Custom Report, 1/12/2024
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Waste — — — — — — — — — — — 933 0.00 933 93.3 0.00 — 3,265 Refrig. — — — — — — — — — — — — — — — — 21.0 21.0
Total 7.72 75.1 18.3 67.7 0.12 1.46 112 113 1.47 27.9 29.4 1,089 40,690 41,779 112 0.56 21.0 44,775 Annual — — — — — — — — — — — — — — — — — —
Mobile — — — — — — 20.4 20.4 — 5.10 5.10 — — — — — — —
Area 1.03 13.5 0.10 10.9 < 0.005 < 0.005 — < 0.005 0.01 — 0.01 0.00 26.9 26.9 < 0.005 < 0.005 — 27.0 Energy 0.38 0.19 3.25 1.43 0.02 0.26 — 0.26 0.26 — 0.26 — 6,391 6,391 0.50 0.03 — 6,411 Water — — — — — — — — — — — 25.8 319 345 2.66 0.07 — 431 Waste — — — — — — — — — — — 154 0.00 154 15.4 0.00 — 541 Refrig. — — — — — — — — — — — — — — — — 3.47 3.47
Total 1.41 13.7 3.35 12.4 0.02 0.27 20.4 20.7 0.27 5.10 5.37 180 6,737 6,917 18.6 0.09 3.47 7,413

3. Construction Emissions Details

3.1. Site Preparation (2025) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

3.94 3.31 31.6 30.2 0.05 1.37 — 1.37 1.26 — 1.26 — 5,295 5,295 0.21 0.04 — 5,314 Dust
From
Material
Movement
— — — — — — 5.11 5.11 — 2.63 2.63 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 196
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Road
Equipment

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

2.57 2.16 20.6 19.7 0.03 0.89 — 0.89 0.82 — 0.82 — 3,453 3,453 0.14 0.03 — 3,465 Dust
From
Material
Movement
— — — — — — 3.33 3.33 — 1.71 1.71 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.47 0.39 3.77 3.59 0.01 0.16 — 0.16 0.15 — 0.15 — 572 572 0.02 < 0.005 — 574 Dust
From
Material
Movement
— — — — — — 0.61 0.61 — 0.31 0.31 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.08 0.07 0.08 1.10 0.00 0.00 0.23 0.23 0.00 0.05 0.05 — 234 234 0.01 0.01 0.94 238 197
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Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.08 0.07 0.09 1.00 0.00 0.00 0.23 0.23 0.00 0.05 0.05 — 224 224 0.01 0.01 0.02 226 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.05 0.05 0.06 0.65 0.00 0.00 0.15 0.15 0.00 0.03 0.03 — 147 147 0.01 0.01 0.27 149 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.12 0.00 0.00 0.03 0.03 0.00 0.01 0.01 — 24.3 24.3 < 0.005 < 0.005 0.04 24.7 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.3. Building Construction (2025) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.35 1.13 10.4 13.0 0.02 0.43 — 0.43 0.40 — 0.40 — 2,398 2,398 0.10 0.02 — 2,406 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 198
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Daily, — — — — — — — — — — — — — — — — — —
Winter
(Max)
Off-Road
Equipment

1.35 1.13 10.4 13.0 0.02 0.43 — 0.43 0.40 — 0.40 — 2,398 2,398 0.10 0.02 — 2,406 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.96 0.80 7.46 9.31 0.02 0.31 — 0.31 0.28 — 0.28 — 1,713 1,713 0.07 0.01 — 1,719 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.18 0.15 1.36 1.70 < 0.005 0.06 — 0.06 0.05 — 0.05 — 284 284 0.01 < 0.005 — 285 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 5.88 5.27 5.45 77.8 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 16,554 16,554 0.75 0.61 66.8 16,822 Vendor 0.36 0.21 9.09 2.83 0.05 0.11 2.02 2.13 0.11 0.56 0.67 — 7,291 7,291 0.14 1.10 20.6 7,643 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 5.86 5.19 6.62 70.6 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 15,820 15,820 0.81 0.61 1.73 16,025 Vendor 0.35 0.20 9.45 2.92 0.05 0.11 2.02 2.13 0.11 0.56 0.67 — 7,294 7,294 0.14 1.10 0.53 7,626 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
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Worker 4.12 3.67 4.67 50.4 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 11,383 11,383 0.56 0.44 20.6 11,548 Vendor 0.26 0.15 6.75 2.05 0.04 0.08 1.44 1.52 0.08 0.40 0.47 — 5,209 5,209 0.10 0.79 6.36 5,452 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.75 0.67 0.85 9.21 0.00 0.00 2.10 2.10 0.00 0.49 0.49 — 1,885 1,885 0.09 0.07 3.41 1,912 Vendor 0.05 0.03 1.23 0.37 0.01 0.01 0.26 0.28 0.01 0.07 0.09 — 862 862 0.02 0.13 1.05 903 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.5. Building Construction (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.28 1.07 9.85 13.0 0.02 0.38 — 0.38 0.35 — 0.35 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.28 1.07 9.85 13.0 0.02 0.38 — 0.38 0.35 — 0.35 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.91 0.77 7.04 9.26 0.02 0.27 — 0.27 0.25 — 0.25 — 1,712 1,712 0.07 0.01 — 1,718 200
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Onsite 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 truck
Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.17 0.14 1.28 1.69 < 0.005 0.05 — 0.05 0.05 — 0.05 — 283 283 0.01 < 0.005 — 284 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 5.64 5.02 4.89 72.6 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 16,228 16,228 0.22 0.59 60.9 16,470 Vendor 0.31 0.21 8.64 2.71 0.05 0.11 2.02 2.13 0.05 0.56 0.61 — 7,168 7,168 0.09 1.05 18.6 7,501 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 5.64 5.00 6.06 65.7 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 15,510 15,510 0.27 0.61 1.57 15,702 Vendor 0.30 0.20 9.00 2.80 0.05 0.11 2.02 2.13 0.05 0.56 0.61 — 7,171 7,171 0.09 1.05 0.48 7,486 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 4.01 3.55 4.29 47.0 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 11,160 11,160 0.18 0.44 18.8 11,314 Vendor 0.21 0.15 6.39 1.97 0.04 0.08 1.44 1.52 0.04 0.40 0.44 — 5,121 5,121 0.06 0.75 5.76 5,351 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.73 0.65 0.78 8.58 0.00 0.00 2.10 2.10 0.00 0.49 0.49 — 1,848 1,848 0.03 0.07 3.11 1,873 Vendor 0.04 0.03 1.17 0.36 0.01 0.01 0.26 0.28 0.01 0.07 0.08 — 848 848 0.01 0.12 0.95 886 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 201
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3.7. Building Construction (2027) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.23 1.03 9.39 12.9 0.02 0.34 — 0.34 0.31 — 0.31 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.23 1.03 9.39 12.9 0.02 0.34 — 0.34 0.31 — 0.31 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.88 0.74 6.71 9.24 0.02 0.24 — 0.24 0.22 — 0.22 — 1,712 1,712 0.07 0.01 — 1,718 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.16 0.13 1.22 1.69 < 0.005 0.04 — 0.04 0.04 — 0.04 — 283 283 0.01 < 0.005 — 284 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Worker 5.47 4.89 4.86 68.0 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 15,946 15,946 0.22 0.59 55.3 16,182 Vendor 0.31 0.16 8.23 2.59 0.05 0.11 2.02 2.13 0.05 0.56 0.61 — 7,029 7,029 0.09 1.05 16.4 7,360 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 5.45 4.83 5.50 61.4 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 15,242 15,242 0.25 0.61 1.43 15,432 Vendor 0.30 0.15 8.54 2.68 0.05 0.11 2.02 2.13 0.05 0.56 0.61 — 7,032 7,032 0.09 1.05 0.42 7,347 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 3.87 3.43 3.89 44.0 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 10,966 10,966 0.18 0.44 17.0 11,118 Vendor 0.21 0.11 6.10 1.88 0.04 0.08 1.44 1.52 0.04 0.40 0.44 — 5,022 5,022 0.06 0.75 5.05 5,251 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.71 0.63 0.71 8.02 0.00 0.00 2.10 2.10 0.00 0.49 0.49 — 1,816 1,816 0.03 0.07 2.82 1,841 Vendor 0.04 0.02 1.11 0.34 0.01 0.01 0.26 0.28 0.01 0.07 0.08 — 831 831 0.01 0.12 0.84 869 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.9. Building Construction (2028) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
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Off-Road 1.18 0.99 8.92 12.9 0.02 0.30 — 0.30 0.28 — 0.28 — 2,397 2,397 0.10 0.02 — 2,406 Equipment
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.18 0.99 8.92 12.9 0.02 0.30 — 0.30 0.28 — 0.28 — 2,397 2,397 0.10 0.02 — 2,406 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.85 0.71 6.39 9.26 0.02 0.22 — 0.22 0.20 — 0.20 — 1,717 1,717 0.07 0.01 — 1,723 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.15 0.13 1.17 1.69 < 0.005 0.04 — 0.04 0.04 — 0.04 — 284 284 0.01 < 0.005 — 285 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.83 4.72 4.30 64.0 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 15,657 15,657 0.19 0.59 49.9 15,887 Vendor 0.31 0.16 7.81 2.53 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 6,860 6,860 0.09 0.99 14.5 7,173 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.78 4.67 4.94 57.6 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 14,966 14,966 0.25 0.61 1.29 15,156 204
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Vendor 0.30 0.15 8.13 2.61 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 6,864 6,864 0.08 0.99 0.38 7,162 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 3.42 3.36 3.50 41.4 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 10,797 10,797 0.16 0.42 15.4 10,942 Vendor 0.22 0.11 5.78 1.84 0.04 0.04 1.44 1.48 0.04 0.40 0.44 — 4,915 4,915 0.06 0.71 4.49 5,133 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.62 0.61 0.64 7.56 0.00 0.00 2.11 2.11 0.00 0.49 0.49 — 1,788 1,788 0.03 0.07 2.55 1,812 Vendor 0.04 0.02 1.05 0.34 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 814 814 0.01 0.12 0.74 850 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.11. Building Construction (2029) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.15 0.97 8.58 12.9 0.02 0.28 — 0.28 0.25 — 0.25 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.15 0.97 8.58 12.9 0.02 0.28 — 0.28 0.25 — 0.25 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 205
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Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.82 0.69 6.13 9.22 0.02 0.20 — 0.20 0.18 — 0.18 — 1,712 1,712 0.07 0.01 — 1,718 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.15 0.13 1.12 1.68 < 0.005 0.04 — 0.04 0.03 — 0.03 — 283 283 0.01 < 0.005 — 284 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.67 4.59 3.77 59.9 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 15,384 15,384 0.19 0.59 44.9 15,608 Vendor 0.31 0.15 7.40 2.42 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 6,671 6,671 0.08 0.99 12.9 6,983 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.64 4.03 4.91 53.9 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 14,706 14,706 0.22 0.61 1.16 14,896 Vendor 0.30 0.15 7.71 2.50 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 6,675 6,675 0.08 0.99 0.33 6,974 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 3.28 2.84 3.11 38.7 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 10,581 10,581 0.16 0.42 13.8 10,723 Vendor 0.21 0.11 5.46 1.75 0.04 0.04 1.44 1.48 0.04 0.40 0.44 — 4,766 4,766 0.06 0.71 3.96 4,984 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.60 0.52 0.57 7.07 0.00 0.00 2.10 2.10 0.00 0.49 0.49 — 1,752 1,752 0.03 0.07 2.29 1,775 206
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Vendor 0.04 0.02 1.00 0.32 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 789 789 0.01 0.12 0.65 825 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.13. Building Construction (2030) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.12 0.94 8.39 12.9 0.02 0.26 — 0.26 0.24 — 0.24 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.12 0.94 8.39 12.9 0.02 0.26 — 0.26 0.24 — 0.24 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.80 0.67 5.99 9.20 0.02 0.19 — 0.19 0.17 — 0.17 — 1,712 1,712 0.07 0.01 — 1,718 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.15 0.12 1.09 1.68 < 0.005 0.03 — 0.03 0.03 — 0.03 — 283 283 0.01 < 0.005 — 284 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 207
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Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.48 3.89 3.74 56.4 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 15,125 15,125 0.19 0.59 40.0 15,345 Vendor 0.24 0.15 7.03 2.36 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 6,466 6,466 0.08 0.94 11.3 6,759 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.45 3.84 4.35 50.7 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 14,460 14,460 0.22 0.59 1.04 14,641 Vendor 0.24 0.14 7.29 2.44 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 6,470 6,470 0.08 0.94 0.29 6,753 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 3.14 2.70 3.07 36.5 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 10,403 10,403 0.14 0.42 12.3 10,544 Vendor 0.18 0.11 5.21 1.71 0.04 0.04 1.44 1.48 0.04 0.40 0.44 — 4,620 4,620 0.06 0.67 3.48 4,825 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.57 0.49 0.56 6.66 0.00 0.00 2.10 2.10 0.00 0.49 0.49 — 1,722 1,722 0.02 0.07 2.04 1,746 Vendor 0.03 0.02 0.95 0.31 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 765 765 0.01 0.11 0.58 799 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.15. Building Construction (2031) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
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Off-Road
Equipment

1.10 0.92 8.12 12.8 0.02 0.24 — 0.24 0.22 — 0.22 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.10 0.92 8.12 12.8 0.02 0.24 — 0.24 0.22 — 0.22 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.78 0.66 5.80 9.18 0.02 0.17 — 0.17 0.16 — 0.16 — 1,712 1,712 0.07 0.01 — 1,718 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.14 0.12 1.06 1.67 < 0.005 0.03 — 0.03 0.03 — 0.03 — 283 283 0.01 < 0.005 — 284 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.26 3.70 3.18 52.3 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 14,886 14,886 0.16 0.08 35.5 14,950 Vendor 0.24 0.15 6.72 2.30 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 6,251 6,251 0.08 0.94 9.81 6,543 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.26 3.67 3.82 47.4 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 14,231 14,231 0.19 0.59 0.92 14,412 209
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Vendor 0.23 0.14 6.99 2.38 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 6,255 6,255 0.08 0.94 0.25 6,538 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 3.02 2.60 2.69 33.9 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 10,239 10,239 0.14 0.42 11.0 10,378 Vendor 0.17 0.11 4.95 1.67 0.04 0.04 1.44 1.48 0.04 0.40 0.44 — 4,466 4,466 0.06 0.67 3.02 4,671 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.55 0.48 0.49 6.18 0.00 0.00 2.10 2.10 0.00 0.49 0.49 — 1,695 1,695 0.02 0.07 1.82 1,718 Vendor 0.03 0.02 0.90 0.30 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 739 739 0.01 0.11 0.50 773 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.17. Building Construction (2032) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.07 0.90 7.87 12.8 0.02 0.22 — 0.22 0.21 — 0.21 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.07 0.90 7.87 12.8 0.02 0.22 — 0.22 0.21 — 0.21 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 210
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Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.77 0.64 5.64 9.16 0.02 0.16 — 0.16 0.15 — 0.15 — 1,717 1,717 0.07 0.01 — 1,723 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.14 0.12 1.03 1.67 < 0.005 0.03 — 0.03 0.03 — 0.03 — 284 284 0.01 < 0.005 — 285 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.10 3.54 3.15 49.4 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 14,671 14,671 0.16 0.08 31.4 14,731 Vendor 0.24 0.15 6.41 2.25 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 6,038 6,038 0.08 0.89 8.37 6,313 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.10 3.51 3.26 44.8 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 14,027 14,027 0.19 0.59 0.82 14,207 Vendor 0.23 0.14 6.68 2.32 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 6,043 6,043 0.08 0.89 0.22 6,310 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 2.93 2.51 2.32 32.1 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 10,119 10,119 0.14 0.42 9.73 10,258 Vendor 0.17 0.11 4.74 1.63 0.04 0.04 1.44 1.48 0.04 0.40 0.44 — 4,326 4,326 0.06 0.64 2.59 4,520 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.54 0.46 0.42 5.86 0.00 0.00 2.11 2.11 0.00 0.49 0.49 — 1,675 1,675 0.02 0.07 1.61 1,698 211
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Vendor 0.03 0.02 0.86 0.30 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 716 716 0.01 0.11 0.43 748 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.19. Building Construction (2033) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.05 0.88 7.67 12.8 0.02 0.20 — 0.20 0.19 — 0.19 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.05 0.88 7.67 12.8 0.02 0.20 — 0.20 0.19 — 0.19 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.75 0.63 5.48 9.13 0.02 0.15 — 0.15 0.13 — 0.13 — 1,712 1,712 0.07 0.01 — 1,718 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.14 0.11 1.00 1.67 < 0.005 0.03 — 0.03 0.02 — 0.02 — 283 283 0.01 < 0.005 — 284 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 212
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Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 3.45 3.40 2.62 46.4 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 14,462 14,462 0.14 0.08 27.6 14,518 Vendor 0.24 0.15 6.11 2.19 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 5,825 5,825 0.08 0.89 7.18 6,099 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 3.45 3.37 3.24 42.2 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 13,827 13,827 0.19 0.08 0.72 13,857 Vendor 0.23 0.14 6.38 2.26 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 5,829 5,829 0.08 0.89 0.19 6,096 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 2.45 2.41 2.29 30.2 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 9,949 9,949 0.12 0.06 8.51 9,978 Vendor 0.17 0.10 4.51 1.59 0.04 0.04 1.44 1.48 0.04 0.40 0.44 — 4,162 4,162 0.06 0.63 2.22 4,355 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.45 0.44 0.42 5.52 0.00 0.00 2.10 2.10 0.00 0.49 0.49 — 1,647 1,647 0.02 0.01 1.41 1,652 Vendor 0.03 0.02 0.82 0.29 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 689 689 0.01 0.10 0.37 721 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.21. Building Construction (2034) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
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Off-Road
Equipment

1.03 0.86 7.52 12.8 0.02 0.19 — 0.19 0.18 — 0.18 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

1.03 0.86 7.52 12.8 0.02 0.19 — 0.19 0.18 — 0.18 — 2,397 2,397 0.10 0.02 — 2,405 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.73 0.61 5.34 9.07 0.02 0.14 — 0.14 0.13 — 0.13 — 1,703 1,703 0.07 0.01 — 1,708 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.13 0.11 0.97 1.66 < 0.005 0.02 — 0.02 0.02 — 0.02 — 282 282 0.01 < 0.005 — 283 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 3.29 3.24 2.59 44.0 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 14,279 14,279 0.14 0.08 24.1 14,331 Vendor 0.24 0.15 5.86 2.14 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 5,626 5,626 0.08 0.83 6.13 5,883 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 3.29 3.21 2.70 39.6 0.00 0.00 16.2 16.2 0.00 3.79 3.79 — 13,653 13,653 0.16 0.08 0.62 13,682 214
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Vendor 0.23 0.14 6.13 2.20 0.05 0.05 2.02 2.08 0.05 0.56 0.61 — 5,631 5,631 0.08 0.83 0.16 5,881 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 2.34 2.30 1.90 28.3 0.00 0.00 11.4 11.4 0.00 2.68 2.68 — 9,769 9,769 0.12 0.06 7.39 9,796 Vendor 0.16 0.10 4.31 1.54 0.04 0.04 1.43 1.47 0.04 0.40 0.43 — 3,998 3,998 0.06 0.59 1.88 4,178 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.43 0.42 0.35 5.16 0.00 0.00 2.09 2.09 0.00 0.49 0.49 — 1,617 1,617 0.02 0.01 1.22 1,622 Vendor 0.03 0.02 0.79 0.28 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 662 662 0.01 0.10 0.31 692 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.23. Paving (2025) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.95 0.80 7.45 9.98 0.01 0.35 — 0.35 0.32 — 0.32 — 1,511 1,511 0.06 0.01 — 1,517 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.95 0.80 7.45 9.98 0.01 0.35 — 0.35 0.32 — 0.32 — 1,511 1,511 0.06 0.01 — 1,517 Paving — 0.00 — — — — — — — — — — — — — — — —
215
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Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.68 0.57 5.32 7.13 0.01 0.25 — 0.25 0.23 — 0.23 — 1,080 1,080 0.04 0.01 — 1,083 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.12 0.10 0.97 1.30 < 0.005 0.05 — 0.05 0.04 — 0.04 — 179 179 0.01 < 0.005 — 179 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.07 0.94 0.00 0.00 0.20 0.20 0.00 0.05 0.05 — 201 201 0.01 0.01 0.81 204 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.08 0.86 0.00 0.00 0.20 0.20 0.00 0.05 0.05 — 192 192 0.01 0.01 0.02 194 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.05 0.04 0.06 0.61 0.00 0.00 0.14 0.14 0.00 0.03 0.03 — 138 138 0.01 0.01 0.25 140 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00216 East Area 1 Custom Report, 1/12/2024
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Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.11 0.00 0.00 0.03 0.03 0.00 0.01 0.01 — 22.8 22.8 < 0.005 < 0.005 0.04 23.2 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.25. Paving (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.91 0.76 7.12 9.94 0.01 0.32 — 0.32 0.29 — 0.29 — 1,511 1,511 0.06 0.01 — 1,516 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.91 0.76 7.12 9.94 0.01 0.32 — 0.32 0.29 — 0.29 — 1,511 1,511 0.06 0.01 — 1,516 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.44 0.37 3.45 4.82 0.01 0.16 — 0.16 0.14 — 0.14 — 733 733 0.03 0.01 — 736 Paving — 0.00 — — — — — — — — — — — — — — — —
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Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.08 0.07 0.63 0.88 < 0.005 0.03 — 0.03 0.03 — 0.03 — 121 121 < 0.005 < 0.005 — 122 Paving — 0.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.06 0.88 0.00 0.00 0.20 0.20 0.00 0.05 0.05 — 197 197 < 0.005 0.01 0.74 199 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.07 0.06 0.07 0.80 0.00 0.00 0.20 0.20 0.00 0.05 0.05 — 188 188 < 0.005 0.01 0.02 190 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.03 0.03 0.04 0.39 0.00 0.00 0.09 0.09 0.00 0.02 0.02 — 91.8 91.8 < 0.005 < 0.005 0.15 93.1 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.07 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 15.2 15.2 < 0.005 < 0.005 0.03 15.4 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 218
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3.27. Architectural Coating (2033) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.11 0.09 0.76 1.10 < 0.005 0.01 — 0.01 0.01 — 0.01 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 33.6 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.11 0.09 0.76 1.10 < 0.005 0.01 — 0.01 0.01 — 0.01 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 33.6 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.05 0.04 0.37 0.54 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 65.3 65.3 < 0.005 < 0.005 — 65.5 Architect
ural
Coatings
— 16.5 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 219
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Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.07 0.10 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 10.8 10.8 < 0.005 < 0.005 — 10.9 Architect
ural
Coatings
— 3.00 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.69 0.68 0.52 9.28 0.00 0.00 3.24 3.24 0.00 0.76 0.76 — 2,892 2,892 0.03 0.02 5.52 2,904 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.69 0.67 0.65 8.44 0.00 0.00 3.24 3.24 0.00 0.76 0.76 — 2,765 2,765 0.04 0.02 0.14 2,771 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.34 0.33 0.31 4.14 0.00 0.00 1.58 1.58 0.00 0.37 0.37 — 1,363 1,363 0.02 0.01 1.17 1,367 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.06 0.06 0.06 0.76 0.00 0.00 0.29 0.29 0.00 0.07 0.07 — 226 226 < 0.005 < 0.005 0.19 226 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 220
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3.29. Architectural Coating (2034) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.11 0.09 0.76 1.10 < 0.005 0.01 — 0.01 0.01 — 0.01 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 33.6 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.11 0.09 0.76 1.10 < 0.005 0.01 — 0.01 0.01 — 0.01 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 33.6 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.08 0.06 0.54 0.79 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 95.4 95.4 < 0.005 < 0.005 — 95.7 Architect
ural
Coatings
— 24.0 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 221
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Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 0.01 0.10 0.14 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 15.8 15.8 < 0.005 < 0.005 — 15.8 Architect
ural
Coatings
— 4.38 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.66 0.65 0.52 8.80 0.00 0.00 3.24 3.24 0.00 0.76 0.76 — 2,856 2,856 0.03 0.02 4.81 2,866 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.66 0.64 0.54 7.92 0.00 0.00 3.24 3.24 0.00 0.76 0.76 — 2,731 2,731 0.03 0.02 0.12 2,736 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.47 0.46 0.38 5.68 0.00 0.00 2.30 2.30 0.00 0.54 0.54 — 1,965 1,965 0.02 0.01 1.49 1,970 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.09 0.08 0.07 1.04 0.00 0.00 0.42 0.42 0.00 0.10 0.10 — 325 325 < 0.005 < 0.005 0.25 326 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 222
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3.31. Architectural Coating (2035) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.11 0.09 0.76 1.10 < 0.005 0.01 — 0.01 0.01 — 0.01 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 33.6 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.11 0.09 0.76 1.10 < 0.005 0.01 — 0.01 0.01 — 0.01 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coatings
— 33.6 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.03 0.03 0.23 0.33 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 40.0 40.0 < 0.005 < 0.005 — 40.1 Architect
ural
Coatings
— 10.1 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 223
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Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment

0.01 < 0.005 0.04 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 6.62 6.62 < 0.005 < 0.005 — 6.64 Architect
ural
Coatings
— 1.84 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.64 0.63 0.42 8.32 0.00 0.00 3.24 3.24 0.00 0.76 0.76 — 2,823 2,823 0.03 0.02 4.17 2,833 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.64 0.63 0.54 7.52 0.00 0.00 3.24 3.24 0.00 0.76 0.76 — 2,699 2,699 0.03 0.02 0.11 2,705 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.19 0.19 0.16 2.23 0.00 0.00 0.96 0.96 0.00 0.23 0.23 — 814 814 0.01 < 0.005 0.54 816 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker 0.04 0.03 0.03 0.41 0.00 0.00 0.18 0.18 0.00 0.04 0.04 — 135 135 < 0.005 < 0.005 0.09 135 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 224
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4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — 48.1 48.1 — 12.0 12.0 — — — — — — —
Condo/T
ownhous
e
— — — — — — 39.8 39.8 — 9.94 9.94 — — — — — — —
Apartme
nts
Low Rise
— — — — — — 14.1 14.1 — 3.53 3.53 — — — — — — —
High
School
— — — — — — 18.3 18.3 — 4.58 4.58 — — — — — — —
City Park — — — — — — 5.56 5.56 — 1.39 1.39 — — — — — — — Total — — — — — — 126 126 — 31.5 31.5 — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — 48.1 48.1 — 12.0 12.0 — — — — — — —
Condo/T
ownhous
e
— — — — — — 39.8 39.8 — 9.94 9.94 — — — — — — —
225
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Apartme
Low Rise
— — — — — — 14.1 14.1 — 3.53 3.53 — — — — — — —
High
School
— — — — — — 18.3 18.3 — 4.58 4.58 — — — — — — —
City Park — — — — — — 5.56 5.56 — 1.39 1.39 — — — — — — — Total — — — — — — 126 126 — 31.5 31.5 — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — 8.54 8.54 — 2.13 2.13 — — — — — — —
Condo/T
ownhous
e
— — — — — — 6.47 6.47 — 1.62 1.62 — — — — — — —
Apartme
nts
Low Rise
— — — — — — 2.30 2.30 — 0.57 0.57 — — — — — — —
High
School
— — — — — — 2.57 2.57 — 0.64 0.64 — — — — — — —
City Park — — — — — — 0.53 0.53 — 0.13 0.13 — — — — — — — Total — — — — — — 20.4 20.4 — 5.10 5.10 — — — — — — —

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 7,245 7,245 0.45 0.05 — 7,272
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Condo/T — — — — — — — — — — — — 6,134 6,134 0.38 0.05 — 6,157 Apartme
nts
Low Rise
— — — — — — — — — — — — 1,713 1,713 0.11 0.01 — 1,720
High
School
— — — — — — — — — — — — 959 959 0.06 0.01 — 962
City Park — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00 Total — — — — — — — — — — — — 16,051 16,051 1.00 0.12 — 16,112 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 7,245 7,245 0.45 0.05 — 7,272
Condo/T
ownhous
e
— — — — — — — — — — — — 6,134 6,134 0.38 0.05 — 6,157
Apartme
nts
Low Rise
— — — — — — — — — — — — 1,713 1,713 0.11 0.01 — 1,720
High
School
— — — — — — — — — — — — 959 959 0.06 0.01 — 962
City Park — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00 Total — — — — — — — — — — — — 16,051 16,051 1.00 0.12 — 16,112 Annual — — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 1,199 1,199 0.07 0.01 — 1,204
Condo/T
ownhous
e
— — — — — — — — — — — — 1,016 1,016 0.06 0.01 — 1,019
Apartme
nts
Low Rise
— — — — — — — — — — — — 284 284 0.02 < 0.005 — 285
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High
School
— — — — — — — — — — — — 159 159 0.01 < 0.005 — 159
City Park — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00 Total — — — — — — — — — — — — 2,657 2,657 0.16 0.02 — 2,668

4.2.3. Natural Gas Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing

1.01 0.50 8.60 3.66 0.05 0.69 — 0.69 0.69 — 0.69 — 10,911 10,911 0.97 0.02 — 10,941 Condo/T
ownhous
e

0.84 0.42 7.22 3.07 0.05 0.58 — 0.58 0.58 — 0.58 — 9,159 9,159 0.81 0.02 — 9,185 Apartme
nts
Low Rise

0.16 0.08 1.38 0.59 0.01 0.11 — 0.11 0.11 — 0.11 — 1,747 1,747 0.15 < 0.005 — 1,752 High
School

0.07 0.03 0.61 0.51 < 0.005 0.05 — 0.05 0.05 — 0.05 — 731 731 0.06 < 0.005 — 733 City Park 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Total 2.08 1.04 17.8 7.83 0.11 1.44 — 1.44 1.44 — 1.44 — 22,548 22,548 2.00 0.04 — 22,611 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing

1.01 0.50 8.60 3.66 0.05 0.69 — 0.69 0.69 — 0.69 — 10,911 10,911 0.97 0.02 — 10,941 Condo/T
ownhous
e

0.84 0.42 7.22 3.07 0.05 0.58 — 0.58 0.58 — 0.58 — 9,159 9,159 0.81 0.02 — 9,185 228
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Apartme
Low Rise

0.16 0.08 1.38 0.59 0.01 0.11 — 0.11 0.11 — 0.11 — 1,747 1,747 0.15 < 0.005 — 1,752 High
School

0.07 0.03 0.61 0.51 < 0.005 0.05 — 0.05 0.05 — 0.05 — 731 731 0.06 < 0.005 — 733 City Park 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Total 2.08 1.04 17.8 7.83 0.11 1.44 — 1.44 1.44 — 1.44 — 22,548 22,548 2.00 0.04 — 22,611 Annual — — — — — — — — — — — — — — — — — —
Single
Family
Housing

0.18 0.09 1.57 0.67 0.01 0.13 — 0.13 0.13 — 0.13 — 1,806 1,806 0.16 < 0.005 — 1,811 Condo/T
ownhous
e

0.15 0.08 1.32 0.56 0.01 0.11 — 0.11 0.11 — 0.11 — 1,516 1,516 0.13 < 0.005 — 1,521 Apartme
nts
Low Rise

0.03 0.01 0.25 0.11 < 0.005 0.02 — 0.02 0.02 — 0.02 — 289 289 0.03 < 0.005 — 290 High
School

0.01 0.01 0.11 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 121 121 0.01 < 0.005 — 121 City Park 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Total 0.38 0.19 3.25 1.43 0.02 0.26 — 0.26 0.26 — 0.26 — 3,733 3,733 0.33 0.01 — 3,743

4.3. Area Emissions by Source

4.3.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Hearths 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 229
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Consum — 63.7 — — — — — — — — — — — — — — — —
er
Products
Architect
ural
Coatings
— 5.06 — — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt

11.4 10.8 1.11 122 0.01 0.05 — 0.05 0.06 — 0.06 — 330 330 0.01 < 0.005 — 331 Total 11.4 79.6 1.11 122 0.01 0.05 — 0.05 0.06 — 0.06 0.00 330 330 0.01 < 0.005 — 331 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Hearths 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 Consum
er
Products
— 63.7 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 5.06 — — — — — — — — — — — — — — — —
Total 0.00 68.8 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 Annual — — — — — — — — — — — — — — — — — —
Hearths 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 Consum
er
Products
— 11.6 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.92 — — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt

1.03 0.97 0.10 10.9 < 0.005 < 0.005 — < 0.005 0.01 — 0.01 — 26.9 26.9 < 0.005 < 0.005 — 27.0 Total 1.03 13.5 0.10 10.9 < 0.005 < 0.005 — < 0.005 0.01 — 0.01 0.00 26.9 26.9 < 0.005 < 0.005 — 27.0 230
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4.4. Water Emissions by Land Use

4.4.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 56.9 1,417 1,474 5.93 0.15 — 1,667 Condo/T
ownhous
e
— — — — — — — — — — — 70.2 363 433 7.22 0.17 — 666
Apartme
nts
Low Rise
— — — — — — — — — — — 21.8 113 135 2.24 0.05 — 207
High
School
— — — — — — — — — — — 6.75 35.0 41.7 0.69 0.02 — 64.1
City Park — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Total — — — — — — — — — — — 156 1,928 2,084 16.1 0.39 — 2,603 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 56.9 1,417 1,474 5.93 0.15 — 1,667 Condo/T
ownhous
e
— — — — — — — — — — — 70.2 363 433 7.22 0.17 — 666
Apartme
nts
Low Rise
— — — — — — — — — — — 21.8 113 135 2.24 0.05 — 207
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High
School
— — — — — — — — — — — 6.75 35.0 41.7 0.69 0.02 — 64.1
City Park — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Total — — — — — — — — — — — 156 1,928 2,084 16.1 0.39 — 2,603 Annual — — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 9.43 235 244 0.98 0.02 — 276
Condo/T
ownhous
e
— — — — — — — — — — — 11.6 60.1 71.8 1.19 0.03 — 110
Apartme
nts
Low Rise
— — — — — — — — — — — 3.61 18.7 22.3 0.37 0.01 — 34.2
High
School
— — — — — — — — — — — 1.12 5.79 6.91 0.11 < 0.005 — 10.6 City Park — — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00 Total — — — — — — — — — — — 25.8 319 345 2.66 0.07 — 431

4.5. Waste Emissions by Land Use

4.5.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 339 0.00 339 33.9 0.00 — 1,188
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Condo/T — — — — — — — — — — — 385 0.00 385 38.5 0.00 — 1,347 ownhous
e
Apartme
nts
Low Rise
— — — — — — — — — — — 120 0.00 120 11.9 0.00 — 418
High
School
— — — — — — — — — — — 78.7 0.00 78.7 7.86 0.00 — 275
City Park — — — — — — — — — — — 10.4 0.00 10.4 1.04 0.00 — 36.5 Total — — — — — — — — — — — 933 0.00 933 93.3 0.00 — 3,265 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 339 0.00 339 33.9 0.00 — 1,188
Condo/T
ownhous
e
— — — — — — — — — — — 385 0.00 385 38.5 0.00 — 1,347
Apartme
nts
Low Rise
— — — — — — — — — — — 120 0.00 120 11.9 0.00 — 418
High
School
— — — — — — — — — — — 78.7 0.00 78.7 7.86 0.00 — 275
City Park — — — — — — — — — — — 10.4 0.00 10.4 1.04 0.00 — 36.5 Total — — — — — — — — — — — 933 0.00 933 93.3 0.00 — 3,265 Annual — — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — 56.2 0.00 56.2 5.62 0.00 — 197
Condo/T
ownhous
e
— — — — — — — — — — — 63.7 0.00 63.7 6.37 0.00 — 223
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Apartme — — — — — — — — — — — 19.8 0.00 19.8 1.98 0.00 — 69.3 nts
Low Rise
High
School
— — — — — — — — — — — 13.0 0.00 13.0 1.30 0.00 — 45.6
City Park — — — — — — — — — — — 1.73 0.00 1.73 0.17 0.00 — 6.05 Total — — — — — — — — — — — 154 0.00 154 15.4 0.00 — 541

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
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — — — — — 10.9 10.9
Condo/T
ownhous
e
— — — — — — — — — — — — — — — — 7.33 7.33
Apartme
nts
Low Rise
— — — — — — — — — — — — — — — — 2.28 2.28
High
School
— — — — — — — — — — — — — — — — 0.41 0.41
City Park — — — — — — — — — — — — — — — — 0.00 0.00
Total — — — — — — — — — — — — — — — — 21.0 21.0
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
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Single
Family
Housing
— — — — — — — — — — — — — — — — 10.9 10.9
Condo/T
ownhous
e
— — — — — — — — — — — — — — — — 7.33 7.33
Apartme
nts
Low Rise
— — — — — — — — — — — — — — — — 2.28 2.28
High
School
— — — — — — — — — — — — — — — — 0.41 0.41
City Park — — — — — — — — — — — — — — — — 0.00 0.00
Total — — — — — — — — — — — — — — — — 21.0 21.0
Annual — — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — — — — — 1.81 1.81
Condo/T
ownhous
e
— — — — — — — — — — — — — — — — 1.21 1.21
Apartme
nts
Low Rise
— — — — — — — — — — — — — — — — 0.38 0.38
High
School
— — — — — — — — — — — — — — — — 0.07 0.07
City Park — — — — — — — — — — — — — — — — 0.00 0.00
Total — — — — — — — — — — — — — — — — 3.47 3.47

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) 235
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Equipme TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e nt
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
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) Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
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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) Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e 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) Vegetatio
n
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
237
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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
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e 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 TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
238
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Remove — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —

5. Activity Data

5.1. Construction Schedule
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Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Site Preparation Site Preparation 1/1/2025 11/29/2025 5.00 238 — Building Construction Building Construction 1/1/2025 12/29/2034 5.00 2,608 — Paving Paving 1/1/2025 9/5/2026 5.00 438 —
Architectural Coating Architectural Coating 4/26/2033 6/2/2035 5.00 549 —

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 Average 3.00 8.00 367 0.40 Site Preparation Tractors/Loaders/Backh
oes
Diesel Average 4.00 8.00 84.0 0.37
Building Construction Cranes Diesel Average 1.00 7.00 367 0.29 Building Construction Forklifts Diesel Average 3.00 8.00 82.0 0.20 Building Construction Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Building Construction Tractors/Loaders/Backh
oes
Diesel Average 3.00 7.00 84.0 0.37
Building Construction Welders Diesel Average 1.00 8.00 46.0 0.45 Paving Pavers Diesel Average 2.00 8.00 81.0 0.42
Paving Paving Equipment Diesel Average 2.00 8.00 89.0 0.36 Paving Rollers Diesel Average 2.00 8.00 36.0 0.38
Architectural Coating Air Compressors Diesel Average 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 240
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Site Preparation — — — —
Site Preparation Worker 17.5 18.5 LDA,LDT1,LDT2
Site Preparation Vendor — 10.2 HHDT,MHDT
Site Preparation Hauling 0.00 20.0 HHDT
Site Preparation Onsite truck — — HHDT
Building Construction — — — —
Building Construction Worker 1,238 18.5 LDA,LDT1,LDT2
Building Construction Vendor 237 10.2 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
Paving — — — —
Paving Worker 15.0 18.5 LDA,LDT1,LDT2
Paving Vendor — 10.2 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck — — HHDT
Architectural Coating — — — —
Architectural Coating Worker 248 18.5 LDA,LDT1,LDT2
Architectural Coating Vendor — 10.2 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
Control Strategies Applied PM10 Reduction PM2.5 Reduction Water unpaved roads twice daily 55% 55%
Limit vehicle speeds on unpaved roads to 25 mph 44% 44% 241
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Sweep paved roads once per month 9% 9%

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)
Architectural Coating 5,813,289 1,937,763 159,194 53,065 —

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (Ton of
Debris)
Material Exported (Ton of
Debris)
Acres Graded (acres) Material Demolished (sq. ft.) Acres Paved (acres) Site Preparation 0.00 0.00 357 0.00 —
Paving 0.00 0.00 0.00 0.00 8.64

5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 3 74% 74%

5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Single Family Housing 8.64 0%
Condo/Townhouse — 0%
Apartments Low Rise — 0%
High School 0.00 0%
City Park 0.00 0%
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5.8. Construction Electricity Consumption and Emissions Factors kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2025 0.00 532 0.03 < 0.005
2026 0.00 532 0.03 < 0.005
2027 0.00 532 0.03 < 0.005
2028 0.00 532 0.03 < 0.005
2029 0.00 532 0.03 < 0.005
2030 0.00 532 0.03 < 0.005
2031 0.00 532 0.03 < 0.005
2032 0.00 532 0.03 < 0.005
2033 0.00 532 0.03 < 0.005
2034 0.00 532 0.03 < 0.005
2035 0.00 532 0.03 < 0.005

5.9. Operational Mobile Sources

5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year Single Family
Housing
7,464 7,543 6,760 2,691,790 71,810 72,571 65,040 25,897,378 Condo/Townhouse 5,612 6,241 4,815 2,039,585 53,992 60,041 46,321 19,622,599 Apartments Low
Rise
1,995 2,218 1,712 725,049 19,194 21,344 16,467 6,975,603 High School 1,624 464 200 458,023 27,637 7,896 3,404 7,794,462 City Park 176 442 493 94,570 2,991 7,515 8,397 1,609,352 243
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5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated
Hearth Type Unmitigated (number)
Single Family Housing—
Wood Fireplaces0
Gas Fireplaces0
Propane Fireplaces0
Electric Fireplaces0
No Fireplaces 784
Conventional Wood Stoves0
Catalytic Wood Stoves0
Non-Catalytic Wood Stoves0
Pellet Wood Stoves0
Condo/Townhouse—
Wood Fireplaces0
Gas Fireplaces0
Propane Fireplaces0
Electric Fireplaces0
No Fireplaces 966
Conventional Wood Stoves0
Catalytic Wood Stoves0
Non-Catalytic Wood Stoves0
Pellet Wood Stoves0
Apartments Low Rise—
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Wood Fireplaces 0
Gas Fireplaces 0
Propane Fireplaces 0
Electric Fireplaces 0
No Fireplaces 300
Conventional Wood Stoves 0
Catalytic Wood Stoves 0
Non-Catalytic Wood Stoves 0
Pellet Wood Stoves 0

5.10.2. Architectural Coatings
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)
5813289 1,937,763 159,194 53,065 —

5.10.3. Landscape Equipment
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) Single Family Housing 4,970,782 532 0.0330 0.0040 34,045,809 Condo/Townhouse 4,208,763 532 0.0330 0.0040 28,578,989
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Apartments Low Rise 1,175,511 532 0.0330 0.0040 5,451,539 High School 657,845 532 0.0330 0.0040 2,279,981
City Park 0.00 532 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) Single Family Housing 29,716,285 145,092,619
Condo/Townhouse 36,614,709 0.00
Apartments Low Rise 11,371,028 0.00
High School 3,523,968 0.00
City Park 0.00 0.00

5.13. Operational Waste Generation

5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Single Family Housing 630 —
Condo/Townhouse 714 —
Apartments Low Rise 222 —
High School 146 —
City Park 19.4 —

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated
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Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced Single Family Housing Average room A/C &
Other residential A/C
and heat pumps
R-410A 2,088 < 0.005 2.50 2.50 10.0
Single Family Housing Household refrigerators
and/or freezers
R-134a 1,430 0.12 0.60 0.00 1.00
Condo/Townhouse Average room A/C &
Other residential A/C
and heat pumps
R-410A 2,088 < 0.005 2.50 2.50 10.0
Condo/Townhouse Household refrigerators
and/or freezers
R-134a 1,430 0.12 0.60 0.00 1.00
Apartments Low Rise Average room A/C &
Other residential A/C
and heat pumps
R-410A 2,088 < 0.005 2.50 2.50 10.0
Apartments Low Rise Household refrigerators
and/or freezers
R-134a 1,430 0.12 0.60 0.00 1.00
High School Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
High School Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
High School Stand-alone retail
refrigerators and
freezers
R-134a 1,430 < 0.005 1.00 0.00 1.00
High School Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
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

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated
247
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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 Year 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
— —

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. Biomass Cover Type

5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres
248
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5.18.2. Sequestration

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

8. User Changes to Default Data
Screen Justification
Construction: Construction Phases Based on construction schedule stating January 1 2025. Project site is currently vacant and has been previously graded. Construction phases would occur simultaneously at times.

Operations: Vehicle Data Trip rates calculated based on Fehr & Peers Transportation Impact Analysis (LOS) Update for the East Area 1 Specific Plan Memorandum, dated February 21, 2023. Table 2: Trip Generation Estimates for East Area 1 Specific Plan - Approved Project Vs. Currently Proposed Project.

Land Use Number of dwelling units provided by Fehr & Peers Transportation Memorandum dated June 15, 2023.
249

APPENDIX C
Water and Sewer Master Plan Reports
250
1812

POTABLE WATER SYSTEM

MASTER PLAN AMMENDMENT

HARVEST AT LIMONEIRA (EAST AREA ONE)
Prepared for: Limoneira Lewis Homebuilders, Inc.
251

POTABLE WATER SYSTEM MASTER PLAN AMMENDMENT HARVEST AT LIMONEIRA

1 DECEMBER 29, 2023

POTABLE WATER SYSTEM MASTER

PLAN AMMENDMENT

HARVEST AT LIMONEIRA
TRACT NO. 5854

HALLOCK DRIVE AND TELEGRAPH ROAD

SANTA PAULA, CA

Kinsey Hensley, P.E.

December 29, 2023

prepared for:

Limoneira Lewis Homebuilders, Inc.
133 N 10th Street
Santa Paula, CA
prepared by:

Jensen Design & Survey, Inc.
1672 Donlon St.

Ventura, CA 93003
252

POTABLE WATER SYSTEM MASTER PLAN AMMENDMENT HARVEST AT LIMONEIRA

2 DECEMBER 29, 2023

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

1.0 PROJECT OVERVIEW .............................................................................. 5

1.1. Project Description .................................................................................................................... 5 FIGURE 1 - VICINITY MAP ................................................................................ 5

1.2. Site Conditions .......................................................................................................................... 5

1.2.1. Onsite Water System ......................................................................................................................... 5

1.3. References ................................................................................................................................ 6

1.4. Report Objective ....................................................................................................................... 6

2.0 WATER SUPPLY ..................................................................................... 6

3.0 DESIGN CRITERIA .................................................................................. 7

3.1. Demands ................................................................................................................................... 7

3.1.1. Potable Water Demands .................................................................................................................... 7

3.1.2. Fire Flow ............................................................................................................................................. 8

3.2. Pipelines .................................................................................................................................... 8 TABLE 1 – PIPELINE DESIGN CRITERIA ............................................................... 8

3.3. Storage Tanks ............................................................................................................................ 8

3.4. Wells ......................................................................................................................................... 9

3.4.1. Design Capacity.................................................................................................................................. 9 TABLE 2 - EAST AREA 1 WELL SIZING SUMMARY ................................................ 10

4.0 WATER DISTRIBUTION SYSTEM ............................................................... 10

4.1. Distribution System Layout ..................................................................................................... 10

4.2. Hydraulic Analysis of distribution system ................................................................................ 10

5.0 CONCLUSIONS AND RECOMMENDATIONS ................................................ 11

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L I S T O F F I G U R E S
FIGURE 1 - VICINITY MAP ................................................................................ 5

L I S T O F T A B L E S
TABLE 1 – PIPELINE DESIGN CRITERIA ............................................................... 8 TABLE 2 - EAST AREA 1 WELL SIZING SUMMARY ................................................ 10 TABLE 3 – WATER INFRASTRUCTURE ELEVATIONS .............................................. 10

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E X H I B I T S
EXHIBIT 1 – WELL LOCATION MAP
EXHIBIT 2 – COMPOSITE OF EXISTING CITY WATER INFRASTRUCTURE AND EA1 BUILDOUT.

EXHIBIT 3 – FULL BUILDOUT OF EA1 BACKBONE INFRASTRUCTURE MAP

A P P E N D I X
APPENDIX A – EAST AREA 1 DOMESTIC WATER DEMANDS
APPENDIX B – EAST AREA 1 MEASURED WATER METER READINGS FOR THE YEAR 2022
APPENDIX C – WELL SIZING CALCULATIONS
APPENDIX D – TANK VOLUME CALCULATIONS
APPENDIX E – WATERCAD PRINT OUTS FOR FULL BUILD OUT
APPENDIX F – REFERENCE: HALLOCK DRIVE FIRE FLOW TEST RESULTS AND WATERCAD INPUT FOR CONNECTION TO EXISTING 200-ZONE
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1 . 0 P R O J E C T O V E R V I E W

1.1. PROJECT DESCRIPTION
East Area 1 (EA1) is a 495-acre site located North of Highway 126, east of Santa Paula Creek, and west of Orcutt Creek in Santa Paula, CA (See Figure 1). Currently, the area is undeveloped and primarily consists of agricultural fields. At full buildout, the proposed development will consist of a maximum of 2,050 residential units, 10.94 acres of civic/institutional use area and approximately 225 acres of additional uses (athletic fields, parks, agricultural preserve, and open space). This report provides an outline of the overall proposed onsite water system at full build out. A separate design report will provide details associated with the operations of the overall system and possible interim conditions.

Figure 1 - Vicinity Map

1.2. SITE CONDITIONS

1.2.1. Onsite Water System
Backbone water infrastructure will be built to serve the entire East Area 1 development. Three storage tanks will be constructed to serve a 200-zone and 330-zone of the EA1 development, while providing additional storage for the City of Santa Paula. The zones are delineated by Harvest Loop. Ultimately, groundwater allocations will be transferred to the City and the system will be owned, operated and maintained by the City. A 3 million-gallon (MG) pre-stressed concrete tank will serve the 200-zone of the EA1 development. A 20” transmission line will be installed to connect the 3MG tank to the City’s 256

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existing 200-zone across a proposed bridge over Santa Paula Creek. In addition, the East Area 1 200- zone will connect to the City’s existing 200-zone via a 12” pipe located in Hallock Drive and Telegraph Road. Two 763,000 gallon tanks (totaling 1.52 MG) will serve the 330-zone of the EA1 development. A total of three wells onsite will supply for the project. These wells will draw from both the Santa Paula and Fillmore Groundwater Basins and pump to the 3MG tank (200-zone). The 330-zone tanks will fill via a booster station from the 3 MG tank (200-zone). Exhibit 2 reflects the existing City system with the East Area 1 system.

1.3. REFERENCES
The following documents are hereby made references for design of the East Area 1 water distribution system:
• 2005 City of Santa Paula Potable Water Master Plan
• State of California Fire code
• City of Santa Paula East Area 1 Tank Sizing Letter, dated 12/4/15 • East Area One Potable Water System Master Plan dated August of 2017 by Jensen Design & Survey, Inc.

1.4. REPORT OBJECTIVE
This objective of this study is to provide an amendment to the approved onsite overall water system reflecting the changes since the original 2017 approvals and the increase in unit count. 2 . 0 W A T E R S U P P L Y
Water from wells located along the eastern and western perimeter of the project site will supply the East Area 1 development. As discussed in Section 1.2.1, onsite wells draw from both the Santa Paula and Fillmore Groundwater Basins. Specifically, all wells along the western border of the site draw from the Santa Paula Basin and wells along the eastern edge of the site draw from the Fillmore Basin. As of the date of this report the eastern well is constructed (Well 6), but not operational into the onsite system. Well 6 has point source treatment at the well head. Design flows for that well are 1,000 gpm, versus the 1,500 gpm as stated in the 2017 water master plan. A second well along the westerly side of the site (Well 7) is drilled, but not yet operational into the onsite system. The design and yield of Well 7 is 2,500 gpm.

The secondary westerly well (Well 8) will be constructed at a future date. Treatment for Well 7 and 8 will be located at Well 7 with a 10” raw waterline in Harvest Loop connecting Well 8 to Well 7 treatment. See Exhibit 1 for the proposed well locations and the approximate groundwater basin limits. Well 8 will be drilled in 2024.

For design purposes it is assumed this well will be designed for and produce 1,500 gpm. 257

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3 . 0 D E S I G N C R I T E R I A
The East Area 1 water distribution facilities have been designed using design criteria discussed in this section.

3.1. DEMANDS

3.1.1. Potable Water Demands
East Area 1 domestic water demands can be found in Appendix A. Average Day Demands (ADD) are calculated based off of meter readings taken directly from the development for all of 2022 as shown in Appendix B. There were 316 single family homes occupied for all of 2022. The City of Santa Paula provided meter readings for these units. The calculated average daily use was 51 gpd/capita assuming

3.5 people per home. For the purposes of this study, there was a 25% addition to that rate to total 64 gpd/capita. This 25% increase in demand is required as described in Section 3.2.2 in the development agreement as part of the original East Area One approvals. 2017 Original East Area 1 Water Master Plan
Maximum Day Demands (MDD) and Peak Hour Demands (PHD) were originally based off criteria set forth Table 3-10 of the City of Santa Paula Potable Water System Master Plan. That original value used was 163 gpd/capita with 3.5 people per home. The annual average water demand for the proposed East Area 1 project original master plan was 1,323 AFY. Of this total water demand, potable and nonpotable water consumption is estimated to be 1,005 AFY and 318 AFY, respectively. However, there is currently no source for non-potable water. The total annual average water demand for the 200-zone and 330-zone of the East Area 1 project in the original master plan is 614 AFY and 709 AFY, respectively which includes potable and non-potable uses. These values are reflected in the 2017 East Area 1 Water Master Plan. The East Area 1 specific plan showed a total water demand of 1,331.9 AFY, which was calculated with slightly different projected uses onsite. Once the project was approved and the Tentative Maps were completed, the uses were updated and the 2017 Master Plan shows lower values.

Updated East Area 1 Water Master Plan
The project’s site configuration has changed to remove some of the civic use. Parcel C of Tract 5854 was assumed as a school site in the Civic District. That use has been changed to residential. Lots 1-3 and Parcel A have been changed from commercial to residential and therefore, the overall unit count for residential has been changed to 2,050 units. The revised water demand for the overall project with increased unit count and revised average day demand is 741 AFY. The total annual average water demand for the 200-zone and 330-zone of the East Area 1 is 435 AFY and 305 AFY, respectively. These totals include the irrigated park areas. The agricultural preserves and open spaces located north of the residential development will be irrigated with an existing agricultural well located onsite within Pump House Lane. The agricultural well will remain under the HOA ownership and will provide water to the planted crops in the hillside.

The water demand values between the original water master plan and this report differ because of the plumbing code water restrictions implemented in recent years. The original values used were from 2005 and since that time the State of California has implemented low flow products in buildings. It is more realistic to use actual meter readings than historical pre-drought assumptions. 258

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The East Area 1 wells and tanks will also be designed to support the future East Gateway Project Area, located south of Highway 126 and east of Hallock Drive in Santa Paula. This future development will be served by the City’s 200-zone. The annual average water demand for the proposed East Area 2 project is 123 AFY, which comes from the East Gateway Specific Plan. (Appendix A)

3.1.2. Fire Flow
Fire flow requirements are based on the Ventura County Fire Department requirements. The 200-zone development will require a maximum fire flow of 4,500 gallons per minute (GPM) for 4 hours. The 330- zone development will require a maximum fire flow of 1,500 GPM for 2 hours. A minimum pressure of 20 psi will be maintained at the fire hydrants under fire flow conditions based on Ventura County Fire Department requirements.

3.2. PIPELINES
Table 1 provides design criteria of pipelines for the East Area 1 development. Unless otherwise noted, all design criteria are in accordance with Table 3-10 of the 2005 City of Santa Paula Water Master Plan.

Table 1 – Pipeline Design Criteria
Criterion Value Notes
Maximum Velocities 5 fps, PHD/10 fps, MDD+FF
Minimum Pressures 50 psi, PHD (at service
connection to main)
20 psi, MDD+FF (at fire
hydrant)
Typically, the City requires a minimum pressure
of 60psi at all service connections. The City has
made an exception for this project and will allow
the minimum pressure at all service connections
to be 50 psi.

Maximum Pressures 150 psi, in main
80 psi, at residence or other
structure
Maximum pressures are typical for all demand
scenarios (ADD, PHD, and MDD). Pressure
regulators are required on all service
connections with pressures exceeding 80 psi.

Maximum Allowable
Headloss
5ft/1000ft
Pipe Material PVC – all water mains

3.3. STORAGE TANKS
All tanks have been designed to store three types of water volumes in accordance with the City of Santa Paula Potable Water System Master Plan: regulatory storage, emergency storage and fire storage. The sizing calculations are based on the 2017 Onsite master plan and have been revised based on the increase in unit count and decrease in demand as shown in (Appendix B).

The lower, 200-zone 3MG tank has been constructed per the 2017 Water Master Plan. Using the updated average day demand and increased unit count, the 3MG tank has a surplus capacity of 0.99MG.

The high and low water levels will be controlled by the City’s system since this tank is integrated into the City’s 200 zone system and connected at Hallock Drive. Interim conditions will be analyzed in a separate 259

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design report. The bottom of the newly constructed tank matches the elevation of the existing 4MG Mesa Tank constructed to support the City’s 200 zone.

The upper, 330-zone tank will be constructed as two 72-foot diameter aboveground tanks, providing

1.52 MG of capacity. They will be located northwest of the 200-zone tank. The tank bottom will be set at 588’, 3.0’ and 5.2’ of storage in the tank is required to meet fire and emergency storage requirements, respectively. Therefore, during normal operating conditions, the HGL in the tank will fluctuate between 593.0’ and 599’. This tank will provide approximately 0.84 MG of additional storage for the City of Santa Paula beyond the requirements of the development.

Appendix D further describes the tank volume calculations.

3.4. WELLS

3.4.1. Design Capacity
The well sizing and capacity has been updated based on current conditions. Well 6 has been upgraded to a domestic water well and the flow rate has been reduced from 1,500 gpm to 1,000 gpm. In order to maintain the 375 AFY from the Fillmore basin, this equates to 5.6 hours of pumping time per day over 365 days.

Well 7 has been designed as 2,500 gpm and the well yield will also be 2,500 gpm. Well 8 will be designed at 1,500 gpm. Table 2 summarizes the MDD provided by each well on a 9-hour off period pumping time. With all three wells active there is a surplus of 934 gpm over the course of the 9-hour pumping time.

Another analysis was completed in order to determine requirements if a certain well was down for maintenance purposes. Appendix C shows the different scenarios for water supply if wells are down for maintenance.

Well 6 offline – Project MDD and EA2 needs are met with 701 gpm surplus.

Well 7 offline – Project MDD and EA2 needs are met with Well 8 running for 10 hours.

Well 8 offline – Project MDD and EA2 needs are met with 370 gpm surplus Well 6 & 8 offline – Project MDD and EA2 needs are met with 137 gpm surplus.

Well 6 & 7 offline – Project MDD and EA2 needs are met with Well 8 running for 13 hours.

Well 7 & 8 offline – Project MDD and EA2 needs are met with Well 6 running for 20 hours. 260

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Table 2 - East Area 1 Well Sizing Summary
Demand Summary
MDD, 200-Zone East Area 1 = 435 GPM
MDD, 330-Zone East Area 1 = 305 GPM
MDD, 200-Zone, East Area 2 = 114 GPM
Well Name Design Capacity
(GPM)
Maximum MDD Served
by Well (GPM)
Actual MDD Served by Well (GPM)
Fillmore Basin Well No. 6
(Well 6 West)
1000 233 233 GPM (East Area 1)

5.6 hour run time at 365 days per
year
Santa Paula Basin Well No. 7
(Well SPB1) 2,500 940
507 GPM (East Area 1)
433 GPM (surplus to City)
Santa Paula Basin Well No. 8
(Well SPB2) 1,500 564 114 GPM (East Area 2) 450 GPM (surplus to City) 4 . 0 W A T E R D I S T R I B U T I O N S Y S T E M

4.1. DISTRIBUTION SYSTEM LAYOUT
The backbone water distribution system is designed as two zones. The 200 zone system is intended to operate with the existing City 200 zone infrastructure. The East Area 1 200-zone will connect to the City’s existing 200- zone via a 12” pipe located in Hallock Drive and Telegraph Road. A 20” line will be also be installed in Santa Paula Street from the 3MG water tank across the bridge and connecting into the existing waterline at Grant Line. The 200 zone system is supported by three wells (Well 6, 7, 8), and one 3MG concrete water tank.

The second zone for East Area 1 is referred to as the 330-Zone. The 330 zone is an isolated zone relative to the project. This does not have an interconnect to any existing City infrastructure or City pressure zones. This zone will be supplied by two 763,000 gallon above ground steel tanks and a pump station to convey water from the 200-zone tank to the 330-zone tank. All three wells onsite feed the 200 zone tank and then the 200 zone tank feeds the 330 zone tanks.

4.2. HYDRAULIC ANALYSIS OF DISTRIBUTION SYSTEM
The East Area 1 water system was analyzed using WaterCAD Distribution Modeling Software for the two zones to show fire pressures were met. The 200 zone system is functional based on the City’s overall system. The most recent 4 MG Mesa tank is constructed at the same elevation as the onsite 3MG tank. The original 2017 study has recommended tank high and low water fill elevations based on emergency and regulatory storage, however this will ultimately be controlled by the City and the overall system. Harvest Loop represents the delineation between the 200 zone system and 300 zone system. WaterCAD print outs of the system as fully developed in a final condition have been provided in Appendix E. Interim conditions and possible scenarios during the life of the project before full build out will be addressed in a separate design report. 261

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Table 3 – Water Infrastructure Elevations
Infrastructure Elevation (ft)
Well 6 Pad 332.25
Well 7 Pad 325.50
Well 8 Pad 351.00
200 Zone 3MG Tank Bottom 460.00
300 Zone 1.52MG Tanks Bottom 588.00
Booster Pump Pad 459.50
200 Zone Approximate Service Pad Elevations 275-355
300 Zone Approximate Service Pad Elevations 355-475
5 . 0 C O N C L U S I O N S A N D R E C O M M E N D A T I O N S The proposed Harvest at Limoneira project will construct three wells and two water storage facilities that meet the project demand and are designed in accordance with City standards. The wells will provide more water than the project demands and the storage facilities will provide additional storage. All pipelines maintain a minimum pressure of 50 psi and residual pressures during fire flow conditions exceed 20 psi at full buildout of the East Area 1 development.
262

APPENDIX A
EAST AREA 1 DOMESTIC WATER DEMANDS

12 263

TABLE I

EAST AREA ONE

SUMMARY OF ULTIMATE DOMESTIC WATER LAND USES AND DEMANDS

PROPOSED LAND USE

ORIGINAL
TOTAL
UNITS (4)
Area
(Acres)
Annual
Demand
(AF)

AVERAGE DAILY

FLOW (GPM)

MAXIMUM DAY

DEMAND (GPM)
(1.5*ADD)

PEAK HOUR

DEMAND (GPM)
(2.7*ADD)
Residential 1 1500 2050 units
Santa Paula Creek Neighborhood 376 489 units 64 gpd/person 123 76 114 205 Foothill Neighborhood 492 554 units 64 gpd/person 139 86 129 233 Haun Creeek Neighborhood 632 586 units 64 gpd/person 147 91 137 246 Parcel C 0 121 units 64 gpd/person 30 19 28 51
Parcel A Lots 1-3 0 300 units 64 gpd/person 75 47 70 126 Civic/Institutional
School Parcel C1 & Rec Center 20.2 acre 10.94 1.81 AFY/acre 19.8 12.3 18.4 33.1 Other Water Consumption
Shared Athletic Fields 37.8 37.8 2.22 AFY/acre 83.9 52.0 78.0 140 Parks/Greenways 55.2 55.2 2.22 AFY/acre 123 76.0 114 205 Agricultural Preserve (irrigated) 55 55.0 0 0.0 0 0
Open Space Preserve (not irrigated) 77.3 77.3 0.0 0.0 0.0 0.0 TOTAL 741 459 689 1240
[2] Estimate of water demand for agricultural uses is based on use over the last five years required to irrigate 336 acres of land under production (816.3 AFY/405 acres = 2012 AFY/acre) (3) Agricultural Preserve that is irrigated will be irrigated from an agricultural well in Pump House Lane privately operated and not part of the City domestic system (4) Taken from original approved East Area 1 Water Master Plan

TABLE IA

PROPOSED LAND USE

ORIGINAL
TOTAL
UNITS
Area
(Acres)
Annual
Demand
(AF)

AVERAGE DAILY

FLOW (GPM)

MAXIMUM DAY

DEMAND (GPM)
(1.5*ADD)

PEAK HOUR

DEMAND (GPM)
(2.7*ADD)
Residential 1 632 units 1007 units
Haun Creeek Neighborhood 632 586 units 64 gpd/person 147 91 137 246 Parcel C 0 121 units 64 gpd/person 30 19 28 51
Parcel A Lots 1-3 0 300 units 64 gpd/person 75 47 70 126 Civic/Institutional
School Parcel C1 & Rec Center 20.2 10.94 1.81 AFY/acre 19.8 12.3 18.4 33.1 Other Water Consumption
Shared Athletic Fields 37.8 37.8 2.22 AFY/acre 83.9 52.0 78.0 140.5 Parks/Greenways 35.6 35.6 2.22 AFY/acre 79.0 49.0 73.5 132.3 TOTAL 435 270 405 729
: TABLE IB

PROPOSED LAND USE

ORIGINAL
TOTAL
UNITS
Area
(Acres)
Annual
Demand
(AF)

AVERAGE DAILY

FLOW (GPM)

MAXIMUM DAY

DEMAND (GPM)
(1.5*ADD)

PEAK HOUR

DEMAND (GPM)
(2.7*ADD)
Residential 1 1043 units
Santa Paula Creek Neighborhood 376 489 units 64 gpd/person 123 76 114 205 Foothill Neighborhood 492 554 units 64 gpd/person 139 86 129 233 Civic/Institutional
Schools 0 0 1.81 AFY/acre 0.0 0.0 0.0 0.0
Other Water Consumption
Shared Athletic Fields 0 0 2.22 AFY/acre 0.0 0.0 0.0 0.0 Parks/Greenways 19.6 19.6 2.22 AFY/acre 43.5 27.0 40.5 72.8 TOTAL 305 189 284 511

UPDATED

TOTAL UNITS DEMAND RATES

DEMAND RATES UPDATED

TOTAL UNITS

UPDATED

TOTAL UNITS DEMAND RATES
No water use
SUMMARY OF 200-ZONE CONSTRUCTION PHASE DOMESTIC WATER LAND USES AND DEMANDS EAST AREA ONE: 200-ZONE IMPROVEMENTS
SUMMARY OF 330-ZONE CONSTRUCTION PHASE DOMESTIC WATER LAND USES AND DEMANDS EAST AREA ONE: 330-ZONE IMPROVEMENTS
[1] Demand is estimated at 3.5 residents per dwelling for all proposed dwellings per the City of Santa Paula Water Master Plan (single fmily attached, single family detached and multifamily). Actual Tract Usage was measured for the year of 2022 and averaged per house at 51 gpd/person with a 25% reserve added on equates to 64 gpd/person No water use
13 264
14 265

APPENDIX B
EAST AREA 1 RESIDENTIAL WATER METER READING DATA FOR
THE YEAR 2022

15 266
Tract
Unit
Count Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2022 Total Cu. Ft. Water per month
5985 54 38,405 34,104 34,004 39,604 33,003 48,404 32,803 27,603 40,103 37,304 32,304 30,303 427,944 5990 44 23,605 25,406 22,604 25,106 22,804 30,006 22,403 15,403 24,604 22,703 22,202 21,906 278,752 5991 15 6,215 7,908 6,207 7,107 6,208 9,110 5,910 4,906 7,007 6,708 7,107 6,808 81,201 5988 50 37,200 43,300 40,700 49,500 46,200 70,100 47,100 41,100 59,200 49,400 43,900 40,100 567,800 5989 36 20,900 21,000 21,800 26,500 24,000 34,100 21,300 19,900 26,400 24,400 24,500 21,800 286,600 5987 60 36,500 48,500 41,900 53,100 53,100 86,400 62,200 56,200 77,000 60,400 51,800 49,800 676,900 5986 44 24,200 23,500 19,900 24,200 20,100 29,600 19,900 16,800 23,600 22,800 23,600 23,000 271,200 5992 13 8,800 8,100 8,200 9,300 8,000 10,200 7,100 6,300 9,800 9,100 8,800 8,800 102,500 Total 316 195,825 211,818 195,315 234,417 213,415 317,920 218,716 188,212 267,714 232,815 214,213 202,517 2,692,897 Cu. Ft. Water per Home per month Avg.
5985 54 711 632 630 733 611 896 607 511 743 691 598 561 660 5990 44 536 577 514 571 518 682 509 350 559 516 505 498 528 5991 15 414 527 414 474 414 607 394 327 467 447 474 454 451 5988 50 744 866 814 990 924 1,402 942 822 1,184 988 878 802 946 5989 36 581 583 606 736 667 947 592 553 733 678 681 606 663 5987 60 608 808 698 885 885 1,440 1,037 937 1,283 1,007 863 830 940 5986 44 550 534 452 550 457 673 452 382 536 518 536 523 514 5992 13 677 623 631 715 615 785 546 485 754 700 677 677 657 Avg 316 620 670 618 742 675 1,006 692 596 847 737 678 641 710 Gallons Per Home per month (7.48052/cu ft)
Avg 316 5,014 4,636 4,624 5,549 5,052 7,526 5,178 4,455 6,337 5,511 5,071 4,794 5,312 Gallons Per Home per Day (30 days/month)
Avg 316 167 155 154 185 168 251 173 149 211 184 169 160 177 Gallons Per Resident (3.5 residents/home)
Avg 316 48 44 44 53 48 72 49 42 60 52 48 46 51
Average gallons per day per resident 51
Add 25% Factor 63.24
16 267

APPENDIX C

WELL SIZING CALCULATIONS & SCENARIOS

17 268
18 EXHIBIT 1
269

GRADIENT SCHEMATIC WITH HARVEST AT LIMONEIRA IMPROVEMENTS 19 EXHIBIT 2
270
FULL BUILDOUT OF EA1 INFRASTRUCTURE MAP
20 271
Maximum Day Demand (GPM) = 689
Maximum Day Demand Including EA2= 803
Pumping Criteria: Off‐Peak (9‐Hours Basis)
Well 6 West[1] 1,000 233
Santa Paula Basin
Well No. 7[4] 2,500 940
Santa Paula Basin
Well No. 8 1,500 564
5,000 1,737
689
1,048 Need 114.3
Excess Capacity 934
Notes:
375 AFY
16,335,000 CFY
44,753 CF/Day
334,779 Gal/day
232 GPM (24‐Hr basis)
1,000 GPM (Size of Well)

5.6 Hours <‐‐ MAX ALLOWABLE RUN‐TIME FOR 600 GPM Well
[4] Santa Paula Basin Well Nos 7 &8 will supply the MDD on a 9‐hour basis. Therefore, MDD served = Well Capacity/2.66 East Area 1 Well Sizing
[1] Allocation to the Fillmore Basin is limited to 375 AFY. Therefore, run‐time of the 1000 GPM Well 6 West is limited to the following:

Well Sizing
MDD served by Phase 1 Wells (GPM) =
Additional Available Capacity for EA2 (GPM)=
MDD Served by Well
Well Sizing Wells 7 & 8 at 9 Hour pumping; Well 6 at 5.6 Hours Well No. Well Capacity (GPM)
21 272
Maximum Day Demand (GPM) = 689
Maximum Day Demand Including EA2= 803
Pumping Criteria: Off‐Peak (9‐Hours Basis)
Well 6 West[1] 00
Santa Paula Basin
Well No. 7[4] 2,500 940
Santa Paula Basin
Well No. 8 1,500 564
4,000 1,504
689
815 Need 114.3
Excess Capacity 701
Notes:
375 AFY
16,335,000 CFY
44,753 CF/Day
334,779 Gal/day
232 GPM (24‐Hr basis)
0 GPM (Size of Well)
#DIV/0! Hours <‐‐ MAX ALLOWABLE RUN‐TIME FOR 600 GPM Well [4] Santa Paula Basin Well Nos 7 and 8 will supply the MDD on a 9‐hour basis. Therefore, MDD served = Well Capacity/2.66 Phase 1 MDD served by Phase 1 Wells (GPM) =
Additional Available Capacity for EA2 (GPM)=
[1] Allocation to the Fillmore Basin is limited to 375 AFY. Therefore, run‐time of the 1000 GPM Well 6 West is limited to the following:

East Area 1 Well Sizing
Well Sizing ‐ Well 8 10‐hour pumping, Well 6 5.6 hour pumping Well Sizing
Well No. Well Capacity (GPM) MDD Served by Well
22 273
Maximum Day Demand (GPM) = 689
Maximum Day Demand Including EA2= 803
Pumping Criteria: Off‐Peak (9‐Hours Basis)
Well 6 West[1] 1,000 233
Santa Paula Basin
Well No. 7[4] 00
Santa Paula Basin
Well No. 8 1,500 625
2,500 858
689
169 Need 114.3
Excess Capacity 55
Notes:
375 AFY
16,335,000 CFY
44,753 CF/Day
334,779 Gal/day
232 GPM (24‐Hr basis)
1,000 GPM (Size of Well)

5.6 Hours <‐‐ MAX ALLOWABLE RUN‐TIME FOR 600 GPM Well
[4] Santa Paula Basin Well Nos 8 will supply the MDD on a 10‐hour basis. Therefore, MDD served = Well Capacity/2.4 Phase 1 MDD served by Phase 1 Wells (GPM) =
Additional Available Capacity for EA2 (GPM)=
[1] Allocation to the Fillmore Basin is limited to 375 AFY. Therefore, run‐time of the 1000 GPM Well 6 West is limited to the following:

East Area 1 Well Sizing
Well Sizing ‐ Well 8 10‐hour pumping, Well 6 5.6 hour pumping Well Sizing
Well No. Well Capacity (GPM) MDD Served by Well
23 274
Maximum Day Demand (GPM) = 689
Maximum Day Demand Including EA2= 803
Pumping Criteria: Off‐Peak (9‐Hours Basis)
Well 6 West[1] 1,000 233
Santa Paula Basin
Well No. 7[4] 2,500 940
Santa Paula Basin
Well No. 8 00
3,500 1,173
689
484 Need 114.3
Excess Capacity 370
Notes:
375 AFY
16,335,000 CFY
44,753 CF/Day
334,779 Gal/day
232 GPM (24‐Hr basis)
1,000 GPM (Size of Well)

5.6 Hours <‐‐ MAX ALLOWABLE RUN‐TIME FOR 600 GPM Well
[4] Santa Paula Basin Well No 7 will supply the MDD on a 9‐hour basis. Therefore, MDD served = Well Capacity/2.66 Phase 1 MDD served by Phase 1 Wells (GPM) =
Additional Available Capacity for EA2 (GPM)=
[1] Allocation to the Fillmore Basin is limited to 375 AFY. Therefore, run‐time of the 1000 GPM Well 6 West is limited to the following:

East Area 1 Well Sizing
Well Sizing ‐ Well 7 9‐hour pumping, Well 6 5.6 hour pumping Well Sizing
Well No. Well Capacity (GPM) MDD Served by Well
24 275
Maximum Day Demand (GPM) = 689
Maximum Day Demand Including EA2= 803
Pumping Criteria: Off‐Peak (9‐Hours Basis)
Well 6 West 0 0
Santa Paula Basin
Well No. 7[4] 00
Santa Paula Basin
Well No. 8 1,500 833
1,500 833
689
144 Need 114.3
Notes:
[4] Santa Paula Basin Well Nos 8 will supply the MDD on a 13‐hour basis. Therefore, MDD served = Well Capacity/1.8 Phase 1 MDD served by Phase 1 Wells (GPM) =
Additional Available Capacity for EA2 (GPM)=
East Area 1 Well Sizing
Well Sizing ‐ Well 8 ‐13 Hour Pumping No Well 6 and 7
Well Sizing
Well No. Well Capacity (GPM) MDD Served by Well
25 276
Maximum Day Demand (GPM) = 689
Maximum Day Demand Including EA2= 803
Pumping Criteria: Off‐Peak (9‐Hours Basis)
Well 6 West 0 0
Santa Paula Basin
Well No. 7[4] 2,500 940
Santa Paula Basin
Well No. 8 00
2,500 940
689
251 Need 114.3
Excess Capacity 137
[4] Santa Paula Basin Well Nos 7 will supply the MDD on a 9‐hour basis. Therefore, MDD served = Well Capacity/2.66 MDD served by Phase 1 Wells (GPM) =
Additional Available Capacity for EA2 (GPM)=
East Area 1 Well Sizing
Well Sizing only Well 7 for 9 hours
Well Sizing
Well No. Well Capacity (GPM) MDD Served by Well
26 277
Maximum Day Demand (GPM) = 689
Maximum Day Demand Including EA2= 803
Pumping Criteria: Off‐Peak (9‐Hours Basis)
Well 6 West[1][3] 1,000 833
Santa Paula Basin
Well No. 7[4] 00
Santa Paula Basin
Well No. 8 00
1,000 833
689
144 Need 114.3
Notes:
375 AFY
16,335,000 CFY
44,753 CF/Day
334,779 Gal/day
232 GPM (24‐Hr basis)
1,000 GPM (Size of Well)

5.6 Hours <‐‐ MAX ALLOWABLE RUN‐TIME FOR 600 GPM Well
[4] Santa Paula Basin Well Nos 7 &8 will supply the MDD on a 9‐hour basis. Therefore, MDD served = Well Capacity/2.66 MDD served by Phase 1 Wells (GPM) =
Additional Available Capacity for EA2 (GPM)=
[1] Allocation to the Fillmore Basin is limited to 375 AFY. Therefore, run‐time of the 1000 GPM Well 6 West is limited to the following if considering running for 365 days:
[3] Run time of Well 6 if only well operating is 20 hours to meet demand of project on a temporary basis. Total Acre Feet allowable from Fillmore Basin cannot be exceeded.

East Area 1 Well Sizing
Well Sizing Wells Well 6 Only 20 Hour running time
Well Sizing
Well No. Well Capacity (GPM) MDD Served by Well
27 278

APPENDIX D

TANK VOLUME CALCULATIONS
28 279
Minimum Tank Storage Capacity for East Area 1 & East Area 2 - Existing 200' Zone Daily Reglatory
Storage (Gal)
Total Storage
Required (MG)
Reservior
Bottom Elev
(ft)
Flow
(GPM)
Duration
(Hrs)
Required Fire Storage
(Gal)
MDD
(GPM)[1]
8-Hr Emergency
Storage (Gal) See Note [2] See Note [2] Tank Capacity (MG) Surplus Capacity
(MG)
Basis of
Reccomendation
200-Zone 460 4500 4 1,080,000 519 249,222 663,553 1.99 3.00 1.01 See Note [2] Notes:
[1]Because 3.0MG tank will be sized for the 200-Zone of East Area 1 and all of East Area 2, the MDD,TOTAL= (MDD,EA1,200 zone + MDD,EA2) Minimum Tank Storage Capacity for East Area 1 - Upper Zone Daily Reglatory
Storage (Gal)
Total Storage
Required (MG)
Reservior
Bottom Elev
(ft)
Flow
(GPM)
Duration
(Hrs)
Required Fire Storage
(Gal)
MDD
(GPM)*
8-Hr Emergency
Storage (Gal) 9-Hr Basis 9-Hr Basis
Tank Capacity
(MG)
Surplus Capacity
(MG)
Basis of
Reccomendation
330-Zone 588 1500 2 180,000 284 136,238 362,735 0.68 1.52 0.84 9-Hr Basis Filled for
200-Zone
EA1 Only
3MG Full
Filled for
330-Zone
EA1 Only

1.52 MG Full
Diameter (ft) 137 137 72 72
Bottom Tank
Elev (ft) 460 460 588 588
HWL (ft) 478.1 487.2 599.1 613.0
LWL (ft) 472.1 472.1 593.2 593.2
591.0
*For modeling purposes, tank are assummed to be full @ 8AM (when off-peak pumping ends) Tank Sizing And Fill Elevations
Fire
200-Zone Tank
Fire
330- Zone Tank
Tank Fill Elevations Updated 2023
[2] Well 6 West will supply a MDD of 233 GPM and operate on a 5.6-hour basis and Santa Paula Basin Well No. 7 will serve the remaining MDD and operate on a 9-hour basis. The tank has been sized based on these well operational patterns.
29 280

APPENDIX E

WATERCAD PRINT OUTS FOR FULL BUILD OUT

30 281
LS POC 1
J-159
J-167
J-104
J-165
J-153
J-103
J-204
J-162
J-207
J-161
J-160
J-96
J-55
J-157
J-191
J-152
J-151
J-49
J-93
J-91
J-142
J-87
J-138
J-132
J-121
J-126
J-77
J-79
J-41
J-73
J-37
J-36
J-35
J-189
J-68
J-186
J-26
J-1020
J-20
J-124
J-122
J-12
J-120
J-185
J-119
J-4
J-2
J-115
J-169
J-164
J-172
LS POC 2
PMP - Fillmore Basin Well No. 6, 1000 GPM
PMP - SP Basin Well No. 7, 2500 GPM
PMP - SP Basin Well No. 8, 1500 GPM
R-3 H-45
H-43 H-71 H-36 H-35 H
H-47
-34 H-68 School
H-32 H-67 H-28 School
H-5 H-4 H-62
H-3 H-60 H-70 School H-59 H-58 H-56 H-20 School H-55 H-19 School H-54 H-18 H-53 H-52

WATERCAD JUNCTION MAP
EA1 FULL BUILDOUT
27 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
1/16/2024
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center

WATERCAD JUNCTION MAP
EA1 FULL BUILDOUT
31 282
Fire Flow Node FlexTable: Fire Flow Report
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Pressure
(Calculated
Residual @
Total Flow
Needed)
(psi)
Pipe w/
Maximum
Velocity
Velocity of
Maximum
Pipe
(ft/s)
Pressure
(Residual
Lower Limit)
(psi)
Fire Flow
(Available)
(gpm)
Fire Flow
(Needed)
(gpm)
Satisfies Fire
Flow
Constraints?
Label Zone
H-3 330 Zone True 1,500 1,557 20 10.00 P-295 62
H-4 330 Zone True 1,500 2,263 20 10.00 P-225 86
H-5 330 Zone True 1,500 3,253 20 10.00 P-272 78
H-6 330 Zone True 1,500 3,013 20 10.00 P-394 95
H-7 200 Zone True 1,500 2,796 20 10.00 P-309 57
H-8 200 Zone True 1,500 2,406 20 10.00 P-378 58
H-10 200 Zone True 2,500 3,500 30 8.72 P-315 53
H-11 200 Zone True 1,500 3,902 20 10.00 P-108 49
H-12 330 Zone True 1,500 2,557 20 10.00 P-247 51
H-14 200 Zone True 1,500 4,673 20 10.00 P-310 55
H-15 200 Zone True 1,500 5,437 20 10.00 P-171 55
H-16 200 Zone True 1,500 4,739 20 9.19 P-173 47
H-17 200 Zone True 1,500 5,599 20 6.26 P-436 49
H-18 200 Zone True 1,500 2,770 20 10.00 P-459 50
H-19 School 200 Zone True 4,500 5,000 30 5.65 P-436 37
H-20 School 200 Zone True 4,500 4,758 30 5.40 P-436 32
H-21 200 Zone True 1,500 2,662 20 10.00 P-429 55
H-22 200 Zone True 2,500 3,500 30 8.59 P-193 57
H-23 200 Zone True 2,500 3,474 30 10.00 P-193 56
H-24 200 Zone True 2,500 3,500 30 7.59 P-193 57
H-25 200 Zone True 1,500 2,981 20 10.00 P-263 62
H-26 200 Zone True 1,500 2,339 20 10.00 P-386 58
H-27 200 Zone True 1,500 2,241 20 10.00 P-309 55
H-28 School 200 Zone True 4,500 5,000 30 5.65 P-436 41
H-29 200 Zone True 1,500 4,314 20 10.00 P-408 63
H-31 330 Zone True 1,500 2,846 20 10.00 P-395 96
H-32 330 Zone True 1,500 2,646 20 10.00 P-394 95
H-33 330 Zone True 1,500 2,741 20 10.00 P-218 93
H-34 330 Zone True 1,500 3,253 20 10.00 P-272 99
H-35 330 Zone True 1,500 2,238 20 10.00 P-225 87
H-36 330 Zone True 1,500 1,759 20 10.00 P-225 97
H-37 330 Zone True 1,500 2,050 20 10.00 P-288 91
H-38 330 Zone True 1,500 1,567 20 10.00 P-269 51
H-39 330 Zone True 1,500 1,567 20 10.00 P-282 76
H-40 School 200 Zone True 4,500 5,000 30 5.65 P-436 57
H-41 330 Zone True 1,500 3,253 20 10.00 P-272 60
H-42 330 Zone True 1,500 2,271 20 10.00 P-284(2) 48
H-43 330 Zone True 1,500 2,336 20 10.00 P-331 76
H-44 330 Zone True 1,500 2,490 20 10.00 P-225 80
H-45 200 Zone True 1,500 4,865 20 10.00 P-408 65
H-47 200 Zone True 1,500 2,930 20 10.00 P-453 54
H-48 200 Zone True 1,500 2,528 20 10.00 P-455 58
27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 2 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 32 283
Fire Flow Node FlexTable: Fire Flow Report
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Pressure
(Calculated
Residual @
Total Flow
Needed)
(psi)
Pipe w/
Maximum
Velocity
Velocity of
Maximum
Pipe
(ft/s)
Pressure
(Residual
Lower Limit)
(psi)
Fire Flow
(Available)
(gpm)
Fire Flow
(Needed)
(gpm)
Satisfies Fire
Flow
Constraints?
Label Zone
H-49 200 Zone True 1,500 2,646 20 10.00 P-457 52
H-50 200 Zone True 1,500 2,172 20 10.00 P-460 54
H-51 200 Zone True 1,500 2,105 20 10.00 P-462 53
H-52 200 Zone True 1,500 2,735 20 10.00 P-410 52
H-53 200 Zone True 1,500 2,443 20 10.00 P-465 55
H-54 200 Zone True 1,500 2,212 20 10.00 P-467 59
H-55 200 Zone True 1,500 2,906 20 10.00 P-410 55
H-56 200 Zone True 1,500 2,169 20 10.00 P-471 61
H-57 200 Zone True 1,500 3,063 20 10.00 P-473 58
H-58 200 Zone True 1,500 2,269 20 10.00 P-476 55
H-59 200 Zone True 1,500 2,570 20 10.00 P-477 59
H-60 200 Zone True 1,500 2,285 20 10.00 P-479 61
H-61 200 Zone True 1,500 2,594 20 10.00 P-481 62
H-62 200 Zone True 1,500 2,943 20 10.00 P-484 60
H-63 200 Zone True 1,500 3,063 20 10.00 P-485 59
H-64 200 Zone True 1,500 2,961 20 10.00 P-488 58
H-65 200 Zone True 1,500 2,606 20 10.00 P-490 55
H-66 200 Zone True 1,500 9,261 20 10.00 P-436 64
H-67 200 Zone True 1,500 9,261 20 10.00 P-436 63
H-68 School 200 Zone True 4,500 5,000 30 5.65 P-436 59
H-69 School 200 Zone True 4,500 5,000 30 5.65 P-436 56
H-70 School 200 Zone True 4,500 5,000 30 5.65 P-436 52
H-71 200 Zone True 1,500 6,182 20 10.00 P-502 52
H-72 200 Zone True 1,500 5,391 20 10.00 P-310 54
H-73 200 Zone True 1,500 2,782 20 10.00 P-386 60
27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 2 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 33 284
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-42 344.00 330 Zone 0.00 590.75 107
J-37 346.00 330 Zone 0.00 590.73 106
J-120 346.26 330 Zone 0.00 590.63 106
J-174 347.43 330 Zone 0.00 590.75 105
J-41 348.52 330 Zone 0.00 590.74 105
J-56 348.94 330 Zone 0.00 590.63 105
J-52 349.45 330 Zone 0.00 590.75 104
J-127 351.10 330 Zone 0.00 590.61 104
J-40 352.00 330 Zone 0.00 590.61 103
J-116 352.81 330 Zone 0.00 590.75 103
J-133 353.47 330 Zone 0.00 590.75 103
J-54 357.16 330 Zone 72.78 590.59 101
J-97 358.72 330 Zone 58.33 590.75 100
J-117 359.05 330 Zone 0.00 590.75 100
J-126 359.75 330 Zone 0.00 590.61 100
J-115 360.00 330 Zone 0.00 590.75 100
J-121 361.37 330 Zone 0.00 590.59 99
J-32 362.22 330 Zone 0.00 590.68 99
J-136 362.49 330 Zone 0.00 590.75 99
J-134 363.43 330 Zone 0.00 590.75 98
J-31 363.44 330 Zone 0.00 590.66 98
J-55 363.77 330 Zone 0.00 590.60 98
J-30 365.62 330 Zone 0.00 590.65 97
J-124 365.61 330 Zone 0.00 590.59 97
J-33 366.92 330 Zone 0.00 590.69 97
J-34 368.65 330 Zone 0.00 590.70 96
J-138 370.57 330 Zone 0.00 590.76 95
J-137 370.68 330 Zone 0.00 590.75 95
J-135 375.51 330 Zone 14.45 590.75 93
J-125 379.91 330 Zone 45.96 590.59 91
J-122 380.27 330 Zone 0.00 590.59 91
J-111 383.96 330 Zone 11.67 590.75 89
J-123 387.58 330 Zone 0.00 590.60 88
J-35 388.53 330 Zone 9.80 590.60 87
J-36 389.99 330 Zone 0.00 590.60 87
J-50 397.63 330 Zone 0.00 590.76 84
J-38 402.82 330 Zone 0.00 590.77 81
J-53 403.67 330 Zone 0.00 590.77 81
J-51 406.92 330 Zone 0.00 590.79 80
J-175 307.68 200 Zone 0.00 469.61 70
J-177 309.77 200 Zone 0.00 469.61 69
J-144 310.51 200 Zone 0.00 469.61 69
LS POC 4 310.56 200 Zone 0.00 469.64 69
J-18 312.00 200 Zone 0.00 469.61 68
J-163 312.83 200 Zone 114.30 469.61 68
J-160 312.96 200 Zone 0.00 469.61 68
27 Siemon Company Drive Suite 200 W Page 1 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
34 285
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-157 314.00 200 Zone 0.00 469.64 67
J-159 314.00 200 Zone 0.00 469.62 67
J- 4 317.44 200 Zone 0.00 469.62 66
J-23 317.55 200 Zone 23.34 469.62 66
J-180 317.57 200 Zone 23.34 469.63 66
J-170 317.69 200 Zone 0.00 469.62 66
J-16 318.60 200 Zone 75.94 469.59 65
J-112 440.00 330 Zone 0.00 590.75 65
J-19 318.99 200 Zone 0.00 469.63 65
J-153 319.23 200 Zone 0.00 469.64 65
J-79 319.90 200 Zone 0.00 469.62 65
J-10 320.00 200 Zone 0.00 469.63 65
J-9 320.07 200 Zone 34.99 469.63 65
LS POC 2 320.22 200 Zone 0.00 469.63 65
J-24 320.96 200 Zone 0.00 469.63 64
J-129 321.42 200 Zone 78.03 469.63 64
J-207 321.92 200 Zone 13.80 469.63 64
J-204 321.96 200 Zone 0.00 469.64 64
J-20 322.00 200 Zone 0.00 469.64 64
J-12 322.00 200 Zone 34.99 469.63 64
J-91 322.00 200 Zone 0.00 469.63 64
J-152 322.06 200 Zone 0.00 469.64 64
J-164 322.22 200 Zone 0.00 469.64 64
J-151 322.28 200 Zone 0.00 469.64 64
J-49 322.76 200 Zone 0.00 469.63 64
J-77 322.78 200 Zone 0.00 469.63 64
J-78 323.12 200 Zone 11.89 469.63 63
J-94 323.14 200 Zone 5.37 469.63 63
J-21 323.20 200 Zone 28.23 469.64 63
J-92 323.32 200 Zone 5.13 469.63 63
J-66 323.80 200 Zone 0.00 469.63 63
J-2 324.00 200 Zone 0.00 469.63 63
J-13 324.00 200 Zone 0.00 469.63 63
J-182 324.57 200 Zone 0.00 469.63 63
J-166 325.39 200 Zone 0.00 469.63 62
J-17 326.20 200 Zone 0.00 469.62 62
J-90 326.43 200 Zone 7.05 469.63 62
J-87 326.58 200 Zone 0.00 469.63 62
J-93 327.07 200 Zone 0.00 469.63 62
J-48 327.68 200 Zone 0.00 469.63 61
J-103 448.96 330 Zone 59.27 590.75 61
J-88 328.66 200 Zone 5.13 469.63 61
J-189 328.80 200 Zone 0.00 469.63 61
LS POC 3 329.75 200 Zone 0.00 469.64 61
J-132 329.81 200 Zone 0.00 469.64 60
J-89 330.00 200 Zone 0.00 469.63 60
27 Siemon Company Drive Suite 200 W Page 2 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
35 286
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-190 331.52 200 Zone 5.13 469.63 60
J-119 453.12 330 Zone 0.00 590.85 60
J-191 332.39 200 Zone 0.00 469.63 59
J-47 333.22 200 Zone 2.57 469.63 59
J-128 333.30 200 Zone 0.00 469.63 59
J-85 333.62 200 Zone 0.00 469.63 59
J-83 333.67 200 Zone 17.40 469.63 59
J-183 333.67 200 Zone 6.76 469.63 59
J-113 455.00 330 Zone 0.00 590.90 59
J-186 334.68 200 Zone 0.00 469.63 58
J-6 335.21 200 Zone 0.00 469.63 58
J-86 335.46 200 Zone 7.69 469.63 58
J-68 335.47 200 Zone 0.00 469.64 58
J-185 336.00 200 Zone 4.91 469.63 58
J-167 336.50 200 Zone 0.00 469.63 58
J-44 337.86 200 Zone 0.00 469.64 57
J-84 339.22 200 Zone 0.00 469.64 56
J-205 460.90 330 Zone 0.00 590.88 56
J-25 340.41 200 Zone 0.00 469.64 56
J-181 340.56 200 Zone 0.00 469.64 56
J-188 341.16 200 Zone 0.00 469.63 56
J-67 342.04 200 Zone 11.43 469.64 55
J-169 342.82 200 Zone 0.00 469.65 55
J-80 344.00 200 Zone 0.00 469.65 54
J-63 345.13 200 Zone 9.00 469.64 54
J-26 346.00 200 Zone 0.00 469.66 53
J-64 346.11 200 Zone 4.61 469.65 53
J-1020 347.65 330 Zone 0.00 469.65 53
J-165 347.76 200 Zone 0.00 469.65 53
J-58 348.28 200 Zone 0.00 469.66 53
J-27 349.22 200 Zone 0.00 469.68 52
LS POC 5 351.02 200 Zone 0.00 469.64 51
J-76 351.53 200 Zone 0.00 469.67 51
J-4 351.84 200 Zone 0.00 469.64 51
J-104 352.00 200 Zone 0.00 469.64 51
LS POC 1 352.00 200 Zone 0.00 469.64 51
J-171 355.74 200 Zone 0.00 469.70 49
J-172 365.95 200 Zone 0.00 469.72 45
J-173 424.97 200 Zone 0.00 469.76 19
J-46 554.69 330 Zone 0.00 590.99 16
J-142 453.48 330 Zone 0.00 469.78 7
J-178 458.30 200 Zone 0.00 469.79 5
J-73 306.00 200 Zone (N/A) (N/A) (N/A)
J-95 332.00 200 Zone (N/A) (N/A) (N/A)
J-96 353.00 200 Zone (N/A) (N/A) (N/A)
J-98 390.00 200 Zone (N/A) (N/A) (N/A)
27 Siemon Company Drive Suite 200 W Page 3 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
36 287
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-143 460.85 330 Zone (N/A) (N/A) (N/A)
J-145 310.76 200 Zone (N/A) (N/A) (N/A)
J-161 307.46 <None> (N/A) (N/A) (N/A)
J-162 308.09 <None> (N/A) (N/A) (N/A)
J-196 290.00 <None> (N/A) (N/A) (N/A)
J-197 280.00 <None> (N/A) (N/A) (N/A)
J-198 0.00 <None> (N/A) (N/A) (N/A)
J-199 0.00 <None> (N/A) (N/A) (N/A)
J-200 0.00 <None> (N/A) (N/A) (N/A)
J-201 0.00 <None> (N/A) (N/A) (N/A)
J-202 0.00 <None> (N/A) (N/A) (N/A)
J-203 0.00 <None> (N/A) (N/A) (N/A)
27 Siemon Company Drive Suite 200 W Page 4 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
37 288
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-272 330 Zone 423 12.0 PVC 130.0 272.25 0.77 0.228
P-284(2) 330 Zone 168 8.0 PVC 130.0 93.16 0.59 0.225
P-22 200 Zone 204 8.0 PVC 130.0 88.92 0.57 0.207
P-390 200 Zone 208 20.0 PVC 130.0 531.05 0.54 0.065
P-391 200 Zone 320 20.0 PVC 130.0 531.05 0.54 0.065
P-392 200 Zone 652 20.0 PVC 130.0 531.05 0.54 0.065
P-393 200 Zone 322 20.0 PVC 130.0 531.05 0.54 0.065
P-403 200 Zone 125 20.0 PVC 130.0 531.05 0.54 0.065
P-436 200 Zone 148 20.0 PVC 130.0 531.05 0.54 0.065
P-327 330 Zone 295 12.0 PVC 130.0 179.09 0.51 0.105
P-328 330 Zone 758 12.0 PVC 130.0 179.09 0.51 0.105
P-225 330 Zone 130 8.0 PVC 130.0 77.93 0.50 0.162
P-289 330 Zone 476 8.0 PVC 130.0 77.93 0.50 0.162
P-335 330 Zone 155 12.0 PVC 130.0 149.98 0.43 0.075
P-336 330 Zone 347 12.0 PVC 130.0 149.98 0.43 0.076
P-60 330 Zone 101 12.0 PVC 130.0 146.92 0.42 0.073
P-221 330 Zone 49 12.0 PVC 130.0 128.54 0.36 0.058
P-220 330 Zone 130 12.0 PVC 130.0 128.54 0.36 0.057
P-305 330 Zone 205 8.0 PVC 130.0 56.14 0.36 0.088
P-513 330 Zone 176 12.0 PVC 150.0 125.33 0.36 0.042
P-127 200 Zone 428 20.0 PVC 130.0 345.66 0.35 0.029
P-176 200 Zone 118 20.0 PVC 130.0 345.66 0.35 0.030
P-64 200 Zone 163 20.0 PVC 130.0 345.66 0.35 0.029
P-175 200 Zone 282 20.0 PVC 130.0 345.66 0.35 0.029
P-212 330 Zone 177 12.0 PVC 130.0 115.67 0.33 0.047
330 Zone 86 8.0 PVC 130.0 50.61 0.32 0.073
C-UTILWATR-PIPEUPPER
(Polyline)-
16 330 Zone 109 8.0 PVC 130.0 50.61 0.32 0.073
C-UTILWATR-PIPEUPPER
(Polyline)-
14 330 Zone 213 8.0 PVC 130.0 50.61 0.32 0.073
C-UTILWATR-PIPEUPPER
(Polyline)-
13 330 Zone 260 8.0 PVC 130.0 50.61 0.32 0.073
C-UTILWATR-PIPEUPPER
(Polyline)-
15 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 38 289
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
330 Zone 387 8.0 PVC 130.0 50.61 0.32 0.073
C-UTILWATR-PIPEUPPER
(Polyline)-
27 P-294 330 Zone 712 8.0 PVC 130.0 50.61 0.32 0.073
P-329 330 Zone 525 8.0 PVC 130.0 49.75 0.32 0.070
P-330 330 Zone 755 8.0 PVC 130.0 49.75 0.32 0.071
P-247 330 Zone 47 8.0 PVC 130.0 49.75 0.32 0.070
P-408 200 Zone 158 12.0 PVC 130.0 105.25 0.30 0.039
P-306 330 Zone 461 8.0 PVC 130.0 45.00 0.29 0.059
P-209 330 Zone 321 8.0 PVC 130.0 43.41 0.28 0.055
P-210 330 Zone 273 8.0 PVC 130.0 43.41 0.28 0.055
P-287 330 Zone 1,018 8.0 PVC 130.0 43.41 0.28 0.055
P-108 200 Zone 53 12.0 PVC 130.0 96.46 0.27 0.034
P-171 200 Zone 581 12.0 PVC 130.0 96.46 0.27 0.033
P-172 200 Zone 534 12.0 PVC 130.0 96.46 0.27 0.033
P-284(1) 330 Zone 426 12.0 PVC 130.0 93.16 0.26 0.031
P-301 330 Zone 250 8.0 PVC 130.0 40.81 0.26 0.049
P-309 200 Zone 244 8.0 PVC 130.0 39.42 0.25 0.046
P-91 200 Zone 234 8.0 PVC 130.0 39.42 0.25 0.046
P-201 200 Zone 120 8.0 PVC 130.0 39.42 0.25 0.046
P-90 200 Zone 274 8.0 PVC 130.0 39.42 0.25 0.046
P-410 200 Zone 161 8.0 PVC 130.0 38.52 0.25 0.044
P-29 200 Zone 323 10.0 PVC 130.0 57.97 0.24 0.032
P-187 200 Zone 167 20.0 PVC 130.0 231.17 0.24 0.014
P-384 200 Zone 48 20.0 PVC 130.0 231.17 0.24 0.013
P-499 200 Zone 312 20.0 PVC 130.0 231.17 0.24 0.014
P-500 200 Zone 260 20.0 PVC 130.0 231.17 0.24 0.014
P-314 200 Zone 155 20.0 PVC 130.0 231.17 0.24 0.014
P-386 200 Zone 310 8.0 PVC 130.0 36.52 0.23 0.040
P-505 200 Zone 18 8.0 PVC 130.0 36.52 0.23 0.041
P-506 200 Zone 284 8.0 PVC 130.0 36.52 0.23 0.040
P-407 200 Zone 103 12.0 PVC 130.0 81.91 0.23 0.025
P-206 200 Zone 129 12.0 PVC 130.0 81.91 0.23 0.025
P-207 200 Zone 263 12.0 PVC 130.0 81.91 0.23 0.025
P-372 200 Zone 411 12.0 PVC 130.0 81.91 0.23 0.025
P-388 200 Zone 194 8.0 PVC 130.0 34.28 0.22 0.035
P-373 200 Zone 27 20.0 Ductile Iron 110.0 206.73 0.21 0.015 P-374 200 Zone 228 20.0 Ductile Iron 110.0 206.73 0.21 0.016 P-138 200 Zone 190 8.0 PVC 130.0 33.00 0.21 0.033
P-291 330 Zone 254 8.0 PVC 130.0 32.93 0.21 0.033
P-304 330 Zone 195 8.0 PVC 130.0 32.93 0.21 0.033
P-497 200 Zone 224 20.0 PVC 130.0 185.42 0.19 0.009
P-498 200 Zone 123 20.0 PVC 130.0 185.42 0.19 0.009
27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 39 290
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-261 200 Zone 229 10.0 PVC 130.0 45.76 0.19 0.020
P-315 200 Zone 41 10.0 PVC 130.0 45.76 0.19 0.021
P-97 200 Zone 414 10.0 PVC 130.0 45.76 0.19 0.020
P-87 330 Zone 545 8.0 PVC 130.0 29.11 0.19 0.026
P-276 330 Zone 807 8.0 PVC 130.0 29.11 0.19 0.026
P-173 200 Zone 201 12.0 PVC 130.0 63.46 0.18 0.015
P-265 200 Zone 174 12.0 PVC 130.0 63.46 0.18 0.015
P-377 200 Zone 72 12.0 PVC 130.0 63.46 0.18 0.015
P-147 200 Zone 163 8.0 PVC 130.0 27.65 0.18 0.024
P-320 330 Zone 319 8.0 PVC 130.0 26.99 0.17 0.023
P-489 200 Zone 192 8.0 PVC 130.0 25.29 0.16 0.020
P-490 200 Zone 52 8.0 PVC 130.0 25.29 0.16 0.021
P-78 200 Zone 26 20.0 PVC 130.0 157.19 0.16 0.007
P-495 200 Zone 13 20.0 PVC 130.0 157.19 0.16 0.007
P-496 200 Zone 44 20.0 PVC 130.0 157.19 0.16 0.007
P-169 200 Zone 84 12.0 PVC 130.0 54.46 0.15 0.012
P-503 200 Zone 143 12.0 PVC 130.0 54.46 0.15 0.012
P-504 200 Zone 162 12.0 PVC 130.0 54.46 0.15 0.011
P-308 200 Zone 51 12.0 PVC 130.0 54.46 0.15 0.012
P-275 330 Zone 138 8.0 PVC 130.0 24.03 0.15 0.018
P-150 200 Zone 250 8.0 PVC 130.0 23.93 0.15 0.018
P-471 200 Zone 87 8.0 PVC 130.0 22.75 0.15 0.017
P-473 200 Zone 287 8.0 PVC 130.0 22.75 0.15 0.016
P-474 200 Zone 235 8.0 PVC 130.0 22.75 0.15 0.017
P-475 200 Zone 46 8.0 PVC 130.0 22.75 0.15 0.016
P-476 200 Zone 136 8.0 PVC 130.0 22.75 0.15 0.017
P-477 200 Zone 49 8.0 PVC 130.0 22.07 0.14 0.016
P-478 200 Zone 214 8.0 PVC 130.0 22.07 0.14 0.016
P-434 200 Zone 1,457 12.0 PVC 130.0 49.54 0.14 0.010
P-435 200 Zone 116 12.0 PVC 130.0 49.54 0.14 0.010
P-432 200 Zone 124 12.0 PVC 130.0 49.54 0.14 0.010
P-288 330 Zone 164 8.0 PVC 130.0 21.79 0.14 0.015
P-223 330 Zone 471 8.0 PVC 130.0 21.79 0.14 0.015
P-226 330 Zone 271 8.0 PVC 130.0 21.79 0.14 0.015
P-303 330 Zone 241 8.0 PVC 130.0 21.79 0.14 0.015
P-84 330 Zone 162 8.0 PVC 130.0 21.79 0.14 0.015
P-222 330 Zone 201 8.0 PVC 130.0 21.79 0.14 0.015
P-501 200 Zone 296 14.0 PVC 130.0 64.94 0.14 0.008
P-502 200 Zone 338 14.0 PVC 130.0 64.94 0.14 0.008
P-193 200 Zone 73 10.0 PVC 130.0 32.39 0.13 0.011
P-192 200 Zone 294 10.0 PVC 130.0 32.39 0.13 0.011
P-195 200 Zone 235 10.0 PVC 130.0 32.39 0.13 0.011
P-194 200 Zone 59 10.0 PVC 130.0 32.39 0.13 0.011
P-402 200 Zone 95 10.0 PVC 130.0 32.39 0.13 0.011
P-414 200 Zone 348 8.0 PVC 130.0 20.01 0.13 0.013
27 Siemon Company Drive Suite 200 W Watertown, CT Page 3 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 40 291
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-9 200 Zone 63 14.0 PVC 130.0 60.34 0.13 0.007
P-27 200 Zone 1,411 14.0 PVC 130.0 60.34 0.13 0.007
P-252 200 Zone 1,071 14.0 PVC 130.0 60.34 0.13 0.007
P-256 200 Zone 29 14.0 PVC 130.0 60.34 0.13 0.006
P-257 200 Zone 27 14.0 PVC 130.0 60.34 0.13 0.007
P-292 330 Zone 596 8.0 PVC 130.0 19.35 0.12 0.012
P-462 200 Zone 40 8.0 PVC 130.0 18.52 0.12 0.011
P-463 200 Zone 49 8.0 PVC 130.0 18.52 0.12 0.011
P-464 200 Zone 234 8.0 PVC 130.0 18.52 0.12 0.011
P-156 200 Zone 88 8.0 PVC 130.0 17.65 0.11 0.010
P-379 200 Zone 122 8.0 PVC 130.0 17.65 0.11 0.010
P-481 200 Zone 55 8.0 PVC 130.0 17.16 0.11 0.010
P-482 200 Zone 265 8.0 PVC 130.0 17.16 0.11 0.010
P-162 200 Zone 258 8.0 PVC 130.0 17.12 0.11 0.010
P-487 200 Zone 196 8.0 PVC 130.0 16.90 0.11 0.009
P-488 200 Zone 67 8.0 PVC 130.0 16.90 0.11 0.010
P-246 330 Zone 592 8.0 PVC 130.0 16.41 0.10 0.009
P-258 200 Zone 167 20.0 PVC 130.0 101.48 0.10 0.003
P-259 200 Zone 106 20.0 PVC 130.0 101.48 0.10 0.003
P-203 200 Zone 44 20.0 PVC 110.0 101.48 0.10 0.004
P-375 200 Zone 101 14.0 PVC 130.0 49.54 0.10 0.005
P-418 200 Zone 133 8.0 PVC 130.0 15.33 0.10 0.008
P-310 200 Zone 221 8.0 PVC 130.0 15.04 0.10 0.008
P-131 200 Zone 163 8.0 PVC 130.0 14.85 0.09 0.008
P-398 200 Zone 65 12.0 PVC 130.0 32.39 0.09 0.005
P-399 200 Zone 226 12.0 PVC 130.0 32.39 0.09 0.004
P-401 200 Zone 615 12.0 PVC 130.0 32.39 0.09 0.004
P-455 200 Zone 50 8.0 PVC 130.0 14.29 0.09 0.007
P-456 200 Zone 323 8.0 PVC 130.0 14.29 0.09 0.007
P-479 200 Zone 12 8.0 PVC 130.0 14.20 0.09 0.007
P-480 200 Zone 247 8.0 PVC 130.0 14.20 0.09 0.007
P-297 330 Zone 222 8.0 PVC 130.0 13.58 0.09 0.006
P-300 330 Zone 307 8.0 PVC 130.0 13.58 0.09 0.006
P-394 330 Zone 322 8.0 PVC 130.0 12.86 0.08 0.006
P-89 330 Zone 147 8.0 PVC 130.0 12.86 0.08 0.006
P-216 330 Zone 112 8.0 PVC 130.0 12.86 0.08 0.006
P-219 330 Zone 328 8.0 PVC 130.0 12.86 0.08 0.006
P-218 330 Zone 612 8.0 PVC 130.0 12.86 0.08 0.006
P-129 200 Zone 192 8.0 PVC 130.0 12.22 0.08 0.005
P-426 200 Zone 228 8.0 PVC 130.0 11.53 0.07 0.005
P-161 200 Zone 206 8.0 PVC 130.0 11.41 0.07 0.005
P-307 330 Zone 1,118 8.0 PVC 130.0 11.15 0.07 0.004
P-483 200 Zone 121 8.0 PVC 130.0 10.84 0.07 0.004
P-484 200 Zone 249 8.0 PVC 130.0 10.84 0.07 0.004
P-494(2) 200 Zone 113 20.0 PVC 130.0 66.49 0.07 0.001
27 Siemon Company Drive Suite 200 W Watertown, CT Page 4 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 41 292
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-378 200 Zone 83 8.0 PVC 130.0 10.09 0.06 0.004
P-168 200 Zone 258 8.0 PVC 130.0 10.09 0.06 0.004
P-83 330 Zone 330 8.0 PVC 130.0 9.80 0.06 0.004
P-295 330 Zone 326 8.0 PVC 130.0 9.80 0.06 0.003
P-82 330 Zone 78 8.0 PVC 130.0 9.80 0.06 0.004
P-80 200 Zone 196 20.0 PVC 130.0 60.34 0.06 0.001
P-102 200 Zone 200 20.0 PVC 130.0 60.34 0.06 0.001
P-103 200 Zone 109 20.0 PVC 130.0 60.34 0.06 0.001
P-425 200 Zone 290 8.0 PVC 130.0 9.29 0.06 0.003
P-422 200 Zone 273 8.0 PVC 130.0 9.22 0.06 0.003
P-465 200 Zone 66 8.0 PVC 130.0 9.22 0.06 0.003
P-466 200 Zone 57 8.0 PVC 130.0 9.22 0.06 0.003
P-396 330 Zone 178 8.0 PVC 130.0 8.82 0.06 0.003
P-333 330 Zone 206 8.0 PVC 130.0 8.43 0.05 0.002
P-334 330 Zone 713 8.0 PVC 130.0 8.43 0.05 0.003
200 Zone 65 20.0 PVC 130.0 52.69 0.05 0.001
C-UTILWATR-PIPELOWER
(Polyline)-4
P-491 200 Zone 17 20.0 PVC 130.0 52.69 0.05 0.000
P-493 200 Zone 290 20.0 PVC 130.0 52.69 0.05 0.001
P-494(1) 200 Zone 138 20.0 PVC 130.0 52.69 0.05 0.001
P-164 200 Zone 259 8.0 PVC 130.0 7.87 0.05 0.002
P-298 330 Zone 679 8.0 PVC 130.0 7.76 0.05 0.002
P-457 200 Zone 300 8.0 PVC 130.0 7.71 0.05 0.002
P-458 200 Zone 203 8.0 PVC 130.0 7.71 0.05 0.002
P-319 330 Zone 169 8.0 PVC 130.0 7.66 0.05 0.003
P-452 200 Zone 343 8.0 PVC 130.0 7.56 0.05 0.002
P-268 330 Zone 596 8.0 PVC 130.0 6.90 0.04 0.002
P-270 330 Zone 873 8.0 PVC 130.0 6.90 0.04 0.002
P-159 200 Zone 374 8.0 PVC 130.0 6.69 0.04 0.002
P-485 200 Zone 53 8.0 PVC 130.0 6.18 0.04 0.002
P-486 200 Zone 152 8.0 PVC 130.0 6.18 0.04 0.001
P-420 200 Zone 219 8.0 PVC 130.0 6.10 0.04 0.002
P-428 200 Zone 214 8.0 PVC 130.0 6.08 0.04 0.001
P-152 200 Zone 419 8.0 PVC 130.0 5.83 0.04 0.001
P-331 330 Zone 205 8.0 PVC 130.0 5.82 0.04 0.001
P-332 330 Zone 949 8.0 PVC 130.0 5.82 0.04 0.001
P-163 200 Zone 210 8.0 PVC 130.0 5.71 0.04 0.001
P-427 200 Zone 237 8.0 PVC 130.0 5.45 0.03 0.001
P-280 330 Zone 1,251 8.0 PVC 130.0 5.09 0.03 0.001
P-316 330 Zone 209 8.0 PVC 130.0 5.09 0.03 0.001
P-318 330 Zone 177 8.0 PVC 130.0 5.06 0.03 0.001
P-326 330 Zone 565 8.0 PVC 130.0 4.89 0.03 0.001
P-324 330 Zone 258 8.0 PVC 130.0 4.77 0.03 0.001
27 Siemon Company Drive Suite 200 W Watertown, CT Page 5 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 42 293
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-167 200 Zone 146 8.0 PVC 130.0 4.72 0.03 0.001
P-411 200 Zone 161 8.0 PVC 130.0 4.32 0.03 0.001
P-215 330 Zone 208 8.0 PVC 130.0 4.04 0.03 0.001
P-278 330 Zone 198 8.0 PVC 130.0 4.04 0.03 0.001
P-395 330 Zone 285 8.0 PVC 130.0 4.04 0.03 0.001
P-459 200 Zone 266 8.0 PVC 130.0 3.72 0.02 0.001
P-460 200 Zone 100 8.0 PVC 130.0 3.72 0.02 0.001
P-182 200 Zone 110 8.0 PVC 130.0 3.72 0.02 0.001
P-165 200 Zone 206 8.0 PVC 130.0 2.97 0.02 0.000
P-81 200 Zone 203 20.0 PVC 130.0 17.69 0.02 0.000
P-322 330 Zone 176 8.0 PVC 130.0 2.72 0.02 0.000
P-323 330 Zone 562 8.0 PVC 130.0 2.60 0.02 0.000
P-262 200 Zone 66 8.0 PVC 130.0 2.24 0.01 0.000
P-263 200 Zone 63 8.0 PVC 130.0 2.24 0.01 0.000
P-387 200 Zone 44 8.0 PVC 130.0 2.24 0.01 0.001
P-430 200 Zone 97 8.0 PVC 130.0 2.07 0.01 0.000
P-453 200 Zone 381 8.0 PVC 130.0 1.87 0.01 0.000
P-454 200 Zone 95 8.0 PVC 130.0 1.87 0.01 0.000
P-469 200 Zone 127 8.0 PVC 130.0 1.72 0.01 0.000
P-470 200 Zone 111 8.0 PVC 130.0 1.72 0.01 0.000
P-317 330 Zone 526 8.0 PVC 130.0 1.32 0.01 0.000
P-467 200 Zone 101 8.0 PVC 130.0 1.12 0.01 0.000
P-468 200 Zone 385 8.0 PVC 130.0 1.12 0.01 0.000
P-429 200 Zone 136 8.0 PVC 130.0 1.12 0.01 0.000
P-431 200 Zone 216 8.0 PVC 130.0 0.95 0.01 0.000
P-325 330 Zone 207 8.0 PVC 130.0 0.12 0.00 0.000
P-282 330 Zone 676 8.0 PVC 130.0 0.00 0.00 0.000
P-269 330 Zone 209 8.0 PVC 130.0 0.00 0.00 0.000
P-359 200 Zone 265 12.0 PVC 130.0 0.00 0.00 0.000
P-358 200 Zone 18 12.0 PVC 130.0 0.00 0.00 0.000
P-364 200 Zone 680 12.0 PVC 130.0 0.00 0.00 0.000
P-363 200 Zone 642 12.0 PVC 130.0 0.00 0.00 0.000
P-397 200 Zone 205 12.0 PVC 130.0 0.00 0.00 0.000
P-61 330 Zone 65 12.0 Ductile Iron 110.0 (N/A) (N/A) (N/A) (E) P-122 200 Zone 43 12.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-124 200 Zone 56 48.0 Ductile Iron 110.0 (N/A) (N/A) (N/A) P-135 200 Zone 1 48.0 PVC 130.0 (N/A) (N/A) (N/A)
P-177 200 Zone 54 8.0 PVC 130.0 (N/A) (N/A) (N/A)
P-180 200 Zone 700 14.0 PVC 130.0 (N/A) (N/A) (N/A)
P-181 200 Zone 1 48.0 PVC 130.0 (N/A) (N/A) (N/A)
P-228 200 Zone 1 48.0 PVC 130.0 (N/A) (N/A) (N/A)
P-229 200 Zone 500 10.0 PVC 130.0 (N/A) (N/A) (N/A)
P-343 330 Zone 62 12.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) (E) P-348 200 Zone 275 4.0 PVC 130.0 (N/A) (N/A) (N/A)
P-350 200 Zone 31 8.0 PVC 130.0 (N/A) (N/A) (N/A)
27 Siemon Company Drive Suite 200 W Watertown, CT Page 6 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 43 294
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: MDD + FF
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-351 200 Zone 33 8.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-367 200 Zone 51 10.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-369 200 Zone 53 10.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-370 200 Zone 187 10.0 PVC 130.0 (N/A) (N/A) (N/A) P-437 200 Zone 1,175 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-438 200 Zone 2,558 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-440 <None> 17 10.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-441 <None> 72 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-442 <None> 13 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-443 <None> 1,524 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-444 <None> 72 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-445 <None> 714 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-447 <None> 309 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-448 <None> 46 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-449 <None> 718 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-450 <None> 224 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-451 <None> 308 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-508 330 Zone 271 16.0 Ductile Iron 110.0 (N/A) (N/A) (N/A) P-512 200 Zone 1,376 10.0 PVC 150.0 (N/A) (N/A) (N/A)
P-510(1) 200 Zone 35 14.0 PVC 150.0 (N/A) (N/A) (N/A)
P-510(2) 200 Zone 36 14.0 PVC 150.0 (N/A) (N/A) (N/A)
P-178(1) 200 Zone 39 8.0 PVC 130.0 (N/A) (N/A) (N/A)
P-178(2) 200 Zone 61 8.0 PVC 130.0 (N/A) (N/A) (N/A)
P-345(1) 330 Zone 20 12.0 Ductile Iron 110.0 (N/A) (N/A) (N/A) P-345(2) 330 Zone 44 12.0 Ductile Iron 110.0 (N/A) (N/A) (N/A) P-346(1) 330 Zone 34 12.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-346(2) 330 Zone 44 12.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-516 200 Zone 20 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-517(1) <None> 10,000 12.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) 27 Siemon Company Drive Suite 200 W Watertown, CT Page 7 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 44 295
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells On
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-42 344.00 330 Zone 0.00 612.25 116
J-37 346.00 330 Zone 0.00 612.20 115
J-120 346.26 330 Zone 0.00 611.91 115
J-174 347.43 330 Zone 0.00 612.25 115
J-41 348.52 330 Zone 0.00 612.23 114
J-56 348.94 330 Zone 0.00 611.89 114
J-52 349.45 330 Zone 0.00 612.25 114
J-127 351.10 330 Zone 0.00 611.85 113
J-40 352.00 330 Zone 0.00 611.86 112
J-116 352.81 330 Zone 0.00 612.26 112
J-133 353.47 330 Zone 0.00 612.26 112
J-54 357.16 330 Zone 131.00 611.77 110
J-97 358.72 330 Zone 105.00 612.25 110
J-117 359.05 330 Zone 0.00 612.26 110
J-115 360.00 330 Zone 0.00 612.26 109
J-126 359.75 330 Zone 0.00 611.84 109
J-121 361.37 330 Zone 0.00 611.79 108
J-32 362.22 330 Zone 0.00 612.04 108
J-136 362.49 330 Zone 0.00 612.26 108
J-134 363.43 330 Zone 0.00 612.26 108
J-31 363.44 330 Zone 0.00 611.99 108
J-55 363.77 330 Zone 0.00 611.82 107
J-30 365.62 330 Zone 0.00 611.97 107
J-124 365.61 330 Zone 0.00 611.79 107
J-33 366.92 330 Zone 0.00 612.07 106
J-34 368.65 330 Zone 0.00 612.11 105
J-138 370.57 330 Zone 0.00 612.29 105
J-137 370.68 330 Zone 0.00 612.26 105
J-175 307.68 200 Zone 0.00 545.17 103
J-135 375.51 330 Zone 26.00 612.26 102
J-177 309.77 200 Zone 0.00 545.21 102
LS POC 4 310.56 200 Zone 0.00 545.32 102
J-144 310.51 200 Zone 0.00 545.17 102
J-18 312.00 200 Zone 0.00 545.21 101
J-163 312.83 200 Zone 205.74 545.17 101
J-160 312.96 200 Zone 0.00 545.17 100
J-125 379.91 330 Zone 82.73 611.78 100
J-122 380.27 330 Zone 0.00 611.79 100
J-157 314.00 200 Zone 0.00 545.32 100
J-159 314.00 200 Zone 0.00 545.24 100
J-111 383.96 330 Zone 21.01 612.25 99
J- 4 317.44 200 Zone 0.00 545.21 99
J-180 317.57 200 Zone 42.01 545.29 99
J-23 317.55 200 Zone 42.01 545.21 98
J-170 317.69 200 Zone 0.00 545.20 98
J-16 318.60 200 Zone 136.70 545.12 98
27 Siemon Company Drive Suite 200 W Page 1 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
45 296
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells On
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-19 318.99 200 Zone 0.00 545.32 98
J-153 319.23 200 Zone 0.00 545.32 98
J-10 320.00 200 Zone 0.00 545.38 98
J-9 320.07 200 Zone 62.99 545.38 97
J-79 319.90 200 Zone 0.00 545.21 97
LS POC 2 320.22 200 Zone 0.00 545.33 97
J-24 320.96 200 Zone 0.00 545.23 97
J-123 387.58 330 Zone 0.00 611.82 97
J-129 321.42 200 Zone 140.45 545.40 97
J-207 321.92 200 Zone 24.84 545.35 97
J-204 321.96 200 Zone 0.00 545.32 97
J-12 322.00 200 Zone 62.99 545.34 97
J-20 322.00 200 Zone 0.00 545.32 97
J-35 388.53 330 Zone 17.63 611.81 97
J-152 322.06 200 Zone 0.00 545.32 97
J-91 322.00 200 Zone 0.00 545.21 97
J-164 322.22 200 Zone 0.00 545.32 97
J-151 322.28 200 Zone 0.00 545.32 96
J-49 322.76 200 Zone 0.00 545.21 96
J-77 322.78 200 Zone 0.00 545.22 96
J-21 323.20 200 Zone 50.81 545.32 96
J-78 323.12 200 Zone 21.41 545.21 96
J-94 323.14 200 Zone 9.67 545.21 96
J-92 323.32 200 Zone 9.23 545.21 96
J-36 389.99 330 Zone 0.00 611.81 96
J-66 323.80 200 Zone 0.00 545.45 96
J-2 324.00 200 Zone 0.00 545.51 96
J-13 324.00 200 Zone 0.00 545.46 96
J-182 324.57 200 Zone 0.00 545.22 95
J-166 325.39 200 Zone 0.00 545.21 95
J-17 326.20 200 Zone 0.00 545.17 95
J-90 326.43 200 Zone 12.69 545.21 95
J-87 326.58 200 Zone 0.00 545.22 95
J-93 327.07 200 Zone 0.00 545.21 94
J-48 327.68 200 Zone 0.00 545.21 94
J-88 328.66 200 Zone 9.23 545.21 94
J-189 328.80 200 Zone 0.00 545.22 94
LS POC 3 329.75 200 Zone 0.00 545.31 93
J-132 329.81 200 Zone 0.00 545.31 93
J-89 330.00 200 Zone 0.00 545.21 93
J-50 397.63 330 Zone 0.00 612.28 93
J-190 331.52 200 Zone 9.23 545.22 92
J-95 332.00 200 Zone 0.00 545.22 92
J-191 332.39 200 Zone 0.00 545.22 92
J-47 333.22 200 Zone 4.62 545.22 92
J-128 333.30 200 Zone 0.00 545.21 92
27 Siemon Company Drive Suite 200 W Page 2 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
46 297
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells On
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-85 333.62 200 Zone 0.00 545.22 92
J-83 333.67 200 Zone 31.32 545.22 92
J-183 333.67 200 Zone 12.18 545.22 92
J-186 334.68 200 Zone 0.00 545.22 91
J-6 335.21 200 Zone 0.00 545.22 91
J-68 335.47 200 Zone 0.00 545.23 91
J-86 335.46 200 Zone 13.85 545.22 91
J-38 402.82 330 Zone 0.00 612.32 91
J-185 336.00 200 Zone 8.83 545.22 91
J-167 336.50 200 Zone 0.00 545.22 90
J-53 403.67 330 Zone 0.00 612.32 90
J-44 337.86 200 Zone 0.00 545.23 90
J-84 339.22 200 Zone 0.00 545.23 89
J-51 406.92 330 Zone 0.00 612.37 89
J-25 340.41 200 Zone 0.00 545.24 89
J-181 340.56 200 Zone 0.00 545.23 89
J-188 341.16 200 Zone 0.00 545.22 88
J-67 342.04 200 Zone 20.57 545.22 88
J-169 342.82 200 Zone 0.00 545.31 88
J-80 344.00 200 Zone 0.00 545.23 87
J-63 345.13 200 Zone 16.20 545.22 87
J-26 346.00 200 Zone 0.00 545.31 86
J-64 346.11 200 Zone 8.29 545.35 86
J-1020 347.65 330 Zone 0.00 545.31 86
J-165 347.76 200 Zone 0.00 545.31 85
J-58 348.28 200 Zone 0.00 545.31 85
J-27 349.22 200 Zone 0.00 545.30 85
LS POC 5 351.02 200 Zone 0.00 545.23 84
J-76 351.53 200 Zone 0.00 545.31 84
J-4 351.84 200 Zone 0.00 545.42 84
LS POC 1 352.00 200 Zone 0.00 545.42 84
J-104 352.00 200 Zone 0.00 545.42 84
J-96 353.00 200 Zone 0.00 545.57 83
J-171 355.74 200 Zone 0.00 545.30 82
J-172 365.95 200 Zone 0.00 545.30 78
J-112 440.00 330 Zone 0.00 612.26 75
J-103 448.96 330 Zone 106.68 612.26 71
J-119 453.12 330 Zone 0.00 612.54 69
J-98 390.00 200 Zone 0.00 549.35 69
J-113 455.00 330 Zone 0.00 612.69 68
J-143 460.85 330 Zone 0.00 612.65 66
J-205 460.90 330 Zone 0.00 612.65 66
J-173 424.97 200 Zone 0.00 545.30 52
J-142 453.48 330 Zone 0.00 545.30 40
J-178 458.30 200 Zone 0.00 545.30 38
J-46 554.69 330 Zone 0.00 612.98 25
27 Siemon Company Drive Suite 200 W Page 3 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
47 298
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells On
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-73 306.00 200 Zone (N/A) (N/A) (N/A)
J-145 310.76 200 Zone (N/A) (N/A) (N/A)
J-161 307.46 <None> (N/A) (N/A) (N/A)
J-162 308.09 <None> (N/A) (N/A) (N/A)
J-196 290.00 <None> (N/A) (N/A) (N/A)
J-197 280.00 <None> (N/A) (N/A) (N/A)
J-198 0.00 <None> (N/A) (N/A) (N/A)
J-199 0.00 <None> (N/A) (N/A) (N/A)
J-200 0.00 <None> (N/A) (N/A) (N/A)
J-201 0.00 <None> (N/A) (N/A) (N/A)
J-202 0.00 <None> (N/A) (N/A) (N/A)
J-203 0.00 <None> (N/A) (N/A) (N/A)
27 Siemon Company Drive Suite 200 W Page 4 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
48 299
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells On
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-229 200 Zone 500 10.0 PVC 130.0 746.14 3.05 3.582
P-512 200 Zone 1,376 10.0 PVC 150.0 746.14 3.05 2.748
P-510(2) 200 Zone 36 14.0 PVC 150.0 955.89 1.99 0.844
P-510(1) 200 Zone 35 14.0 PVC 150.0 955.89 1.99 0.844
P-9 200 Zone 63 14.0 PVC 130.0 754.34 1.57 0.710
P-272 330 Zone 423 12.0 PVC 130.0 490.05 1.39 0.676
P-284(2) 330 Zone 168 8.0 PVC 130.0 167.68 1.07 0.669
P-327 330 Zone 295 12.0 PVC 130.0 322.37 0.91 0.312
P-328 330 Zone 758 12.0 PVC 130.0 322.37 0.91 0.311
P-225 330 Zone 130 8.0 PVC 130.0 140.27 0.90 0.481
P-289 330 Zone 476 8.0 PVC 130.0 140.27 0.90 0.481
P-80 200 Zone 196 20.0 PVC 130.0 754.34 0.77 0.125
P-102 200 Zone 200 20.0 PVC 130.0 754.34 0.77 0.125
P-103 200 Zone 109 20.0 PVC 130.0 754.34 0.77 0.125
P-335 330 Zone 155 12.0 PVC 130.0 269.96 0.77 0.224
P-336 330 Zone 347 12.0 PVC 130.0 269.96 0.77 0.224
P-60 330 Zone 101 12.0 PVC 130.0 264.46 0.75 0.216
P-22 200 Zone 204 8.0 PVC 130.0 110.72 0.71 0.310
P-408 200 Zone 158 12.0 PVC 130.0 247.75 0.70 0.192
P-221 330 Zone 49 12.0 PVC 130.0 231.36 0.66 0.168
P-220 330 Zone 130 12.0 PVC 130.0 231.36 0.66 0.168
P-305 330 Zone 205 8.0 PVC 130.0 101.06 0.65 0.262
P-513 330 Zone 176 12.0 PVC 150.0 225.59 0.64 0.123
P-81 200 Zone 203 20.0 PVC 130.0 613.89 0.63 0.085
P-212 330 Zone 177 12.0 PVC 130.0 208.21 0.59 0.139
P-407 200 Zone 103 12.0 PVC 130.0 205.74 0.58 0.135
P-206 200 Zone 129 12.0 PVC 130.0 205.74 0.58 0.136
P-207 200 Zone 263 12.0 PVC 130.0 205.74 0.58 0.136
P-372 200 Zone 411 12.0 PVC 130.0 205.74 0.58 0.136
330 Zone 86 8.0 PVC 130.0 91.09 0.58 0.216
C-UTILWATR-PIPEUPPER
(Polyline)-
16 330 Zone 109 8.0 PVC 130.0 91.09 0.58 0.216
C-UTILWATR-PIPEUPPER
(Polyline)-
14 330 Zone 213 8.0 PVC 130.0 91.09 0.58 0.216
C-UTILWATR-PIPEUPPER
(Polyline)-
13 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 49 300
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells On
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
330 Zone 260 8.0 PVC 130.0 91.09 0.58 0.216
C-UTILWATR-PIPEUPPER
(Polyline)-
15 330 Zone 387 8.0 PVC 130.0 91.09 0.58 0.216
C-UTILWATR-PIPEUPPER
(Polyline)-
27 P-294 330 Zone 712 8.0 PVC 130.0 91.09 0.58 0.216
P-247 330 Zone 47 8.0 PVC 130.0 89.55 0.57 0.210
P-329 330 Zone 525 8.0 PVC 130.0 89.55 0.57 0.209
P-330 330 Zone 755 8.0 PVC 130.0 89.55 0.57 0.209
200 Zone 65 20.0 PVC 130.0 550.90 0.56 0.070
C-UTILWATR-PIPELOWER
(Polyline)-4
P-491 200 Zone 17 20.0 PVC 130.0 550.90 0.56 0.071
P-493 200 Zone 290 20.0 PVC 130.0 550.90 0.56 0.070
P-494(1) 200 Zone 138 20.0 PVC 130.0 550.90 0.56 0.070
P-494(2) 200 Zone 113 20.0 PVC 130.0 526.06 0.54 0.064
P-306 330 Zone 461 8.0 PVC 130.0 80.99 0.52 0.174
P-209 330 Zone 321 8.0 PVC 130.0 78.13 0.50 0.163
P-210 330 Zone 273 8.0 PVC 130.0 78.13 0.50 0.162
P-287 330 Zone 1,018 8.0 PVC 130.0 78.13 0.50 0.163
P-261 200 Zone 229 10.0 PVC 130.0 119.91 0.49 0.121
P-315 200 Zone 41 10.0 PVC 130.0 119.91 0.49 0.120
P-97 200 Zone 414 10.0 PVC 130.0 119.91 0.49 0.121
P-284(1) 330 Zone 426 12.0 PVC 130.0 167.68 0.48 0.093
P-203 200 Zone 44 20.0 PVC 110.0 463.07 0.47 0.069
P-258 200 Zone 167 20.0 PVC 130.0 463.07 0.47 0.050
P-259 200 Zone 106 20.0 PVC 130.0 463.07 0.47 0.051
P-301 330 Zone 250 8.0 PVC 130.0 73.46 0.47 0.145
P-386 200 Zone 310 8.0 PVC 130.0 72.73 0.46 0.142
P-505 200 Zone 18 8.0 PVC 130.0 72.73 0.46 0.142
P-506 200 Zone 284 8.0 PVC 130.0 72.73 0.46 0.142
P-180 200 Zone 700 14.0 PVC 130.0 209.75 0.44 0.066
P-27 200 Zone 1,411 14.0 PVC 130.0 201.55 0.42 0.062
P-252 200 Zone 1,071 14.0 PVC 130.0 201.55 0.42 0.062
P-256 200 Zone 29 14.0 PVC 130.0 201.55 0.42 0.061
P-257 200 Zone 27 14.0 PVC 130.0 201.55 0.42 0.063
P-309 200 Zone 244 8.0 PVC 130.0 63.97 0.41 0.112
P-91 200 Zone 234 8.0 PVC 130.0 63.97 0.41 0.112
P-201 200 Zone 120 8.0 PVC 130.0 63.97 0.41 0.112
P-90 200 Zone 274 8.0 PVC 130.0 63.97 0.41 0.112
27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 50 301
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells On
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-501 200 Zone 296 14.0 PVC 130.0 193.26 0.40 0.057
P-502 200 Zone 338 14.0 PVC 130.0 193.26 0.40 0.057
P-291 330 Zone 254 8.0 PVC 130.0 59.28 0.38 0.098
P-304 330 Zone 195 8.0 PVC 130.0 59.28 0.38 0.098
P-108 200 Zone 53 12.0 PVC 130.0 127.12 0.36 0.056
P-171 200 Zone 581 12.0 PVC 130.0 127.12 0.36 0.056
P-172 200 Zone 534 12.0 PVC 130.0 127.12 0.36 0.056
P-29 200 Zone 323 10.0 PVC 130.0 82.69 0.34 0.061
P-87 330 Zone 545 8.0 PVC 130.0 52.41 0.33 0.078
P-276 330 Zone 807 8.0 PVC 130.0 52.41 0.33 0.078
P-320 330 Zone 319 8.0 PVC 130.0 48.58 0.31 0.068
P-147 200 Zone 163 8.0 PVC 130.0 44.25 0.28 0.057
P-410 200 Zone 161 8.0 PVC 130.0 44.05 0.28 0.056
P-275 330 Zone 138 8.0 PVC 130.0 43.25 0.28 0.054
P-131 200 Zone 163 8.0 PVC 130.0 42.13 0.27 0.052
P-262 200 Zone 66 8.0 PVC 130.0 40.68 0.26 0.048
P-263 200 Zone 63 8.0 PVC 130.0 40.68 0.26 0.049
P-387 200 Zone 44 8.0 PVC 130.0 40.68 0.26 0.049
P-138 200 Zone 190 8.0 PVC 130.0 40.10 0.26 0.047
P-303 330 Zone 241 8.0 PVC 130.0 39.22 0.25 0.045
P-84 330 Zone 162 8.0 PVC 130.0 39.22 0.25 0.045
P-222 330 Zone 201 8.0 PVC 130.0 39.22 0.25 0.046
P-223 330 Zone 471 8.0 PVC 130.0 39.22 0.25 0.045
P-226 330 Zone 271 8.0 PVC 130.0 39.22 0.25 0.045
P-288 330 Zone 164 8.0 PVC 130.0 39.22 0.25 0.045
P-173 200 Zone 201 12.0 PVC 130.0 87.01 0.25 0.028
P-265 200 Zone 174 12.0 PVC 130.0 87.01 0.25 0.027
P-377 200 Zone 72 12.0 PVC 130.0 87.01 0.25 0.028
P-64 200 Zone 163 20.0 PVC 130.0 237.84 0.24 0.015
P-175 200 Zone 282 20.0 PVC 130.0 237.84 0.24 0.015
P-127 200 Zone 428 20.0 PVC 130.0 237.84 0.24 0.015
P-176 200 Zone 118 20.0 PVC 130.0 237.84 0.24 0.015
P-129 200 Zone 192 8.0 PVC 130.0 37.22 0.24 0.041
P-292 330 Zone 596 8.0 PVC 130.0 34.83 0.22 0.036
P-373 200 Zone 27 20.0 Ductile Iron 110.0 215.31 0.22 0.016 P-374 200 Zone 228 20.0 Ductile Iron 110.0 215.31 0.22 0.017 P-388 200 Zone 194 8.0 PVC 130.0 32.05 0.20 0.031
P-489 200 Zone 192 8.0 PVC 130.0 31.99 0.20 0.031
P-490 200 Zone 52 8.0 PVC 130.0 31.99 0.20 0.032
P-150 200 Zone 250 8.0 PVC 130.0 31.78 0.20 0.031
P-503 200 Zone 143 12.0 PVC 130.0 70.81 0.20 0.019
P-504 200 Zone 162 12.0 PVC 130.0 70.81 0.20 0.019
P-169 200 Zone 84 12.0 PVC 130.0 70.81 0.20 0.019
P-308 200 Zone 51 12.0 PVC 130.0 70.81 0.20 0.019
P-78 200 Zone 26 20.0 PVC 130.0 195.50 0.20 0.012
27 Siemon Company Drive Suite 200 W Watertown, CT Page 3 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 51 302
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells On
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-495 200 Zone 13 20.0 PVC 130.0 195.50 0.20 0.009
P-496 200 Zone 44 20.0 PVC 130.0 195.50 0.20 0.010
P-246 330 Zone 592 8.0 PVC 130.0 29.55 0.19 0.027
P-300 330 Zone 307 8.0 PVC 130.0 24.45 0.16 0.019
P-297 330 Zone 222 8.0 PVC 130.0 24.45 0.16 0.019
P-481 200 Zone 55 8.0 PVC 130.0 23.63 0.15 0.018
P-482 200 Zone 265 8.0 PVC 130.0 23.63 0.15 0.018
P-218 330 Zone 612 8.0 PVC 130.0 23.16 0.15 0.017
P-219 330 Zone 328 8.0 PVC 130.0 23.16 0.15 0.017
P-394 330 Zone 322 8.0 PVC 130.0 23.16 0.15 0.017
P-89 330 Zone 147 8.0 PVC 130.0 23.16 0.15 0.017
P-216 330 Zone 112 8.0 PVC 130.0 23.16 0.15 0.017
P-497 200 Zone 224 20.0 PVC 130.0 144.69 0.15 0.006
P-498 200 Zone 123 20.0 PVC 130.0 144.69 0.15 0.006
P-487 200 Zone 196 8.0 PVC 130.0 23.07 0.15 0.017
P-488 200 Zone 67 8.0 PVC 130.0 23.07 0.15 0.017
P-414 200 Zone 348 8.0 PVC 130.0 22.61 0.14 0.016
P-471 200 Zone 87 8.0 PVC 130.0 22.43 0.14 0.016
P-473 200 Zone 287 8.0 PVC 130.0 22.43 0.14 0.016
P-474 200 Zone 235 8.0 PVC 130.0 22.43 0.14 0.016
P-475 200 Zone 46 8.0 PVC 130.0 22.43 0.14 0.016
P-476 200 Zone 136 8.0 PVC 130.0 22.43 0.14 0.016
P-477 200 Zone 49 8.0 PVC 130.0 22.24 0.14 0.016
P-478 200 Zone 214 8.0 PVC 130.0 22.24 0.14 0.016
P-462 200 Zone 40 8.0 PVC 130.0 21.44 0.14 0.014
P-463 200 Zone 49 8.0 PVC 130.0 21.44 0.14 0.015
P-464 200 Zone 234 8.0 PVC 130.0 21.44 0.14 0.015
P-228 200 Zone 1 48.0 PVC 130.0 746.14 0.13 0.000
P-307 330 Zone 1,118 8.0 PVC 130.0 20.06 0.13 0.013
P-164 200 Zone 259 8.0 PVC 130.0 19.33 0.12 0.012
P-418 200 Zone 133 8.0 PVC 130.0 18.17 0.12 0.011
P-82 330 Zone 78 8.0 PVC 130.0 17.63 0.11 0.010
P-83 330 Zone 330 8.0 PVC 130.0 17.63 0.11 0.010
P-295 330 Zone 326 8.0 PVC 130.0 17.63 0.11 0.010
P-411 200 Zone 161 8.0 PVC 130.0 17.51 0.11 0.010
P-156 200 Zone 88 8.0 PVC 130.0 17.40 0.11 0.010
P-379 200 Zone 122 8.0 PVC 130.0 17.40 0.11 0.010
P-396 330 Zone 178 8.0 PVC 130.0 15.88 0.10 0.009
P-333 330 Zone 206 8.0 PVC 130.0 15.18 0.10 0.008
P-334 330 Zone 713 8.0 PVC 130.0 15.18 0.10 0.008
P-298 330 Zone 679 8.0 PVC 130.0 13.96 0.09 0.007
P-319 330 Zone 169 8.0 PVC 130.0 13.79 0.09 0.006
P-430 200 Zone 97 8.0 PVC 130.0 13.15 0.08 0.006
P-428 200 Zone 214 8.0 PVC 130.0 13.03 0.08 0.006
P-455 200 Zone 50 8.0 PVC 130.0 12.51 0.08 0.006
27 Siemon Company Drive Suite 200 W Watertown, CT Page 4 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 52 303
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells On
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-456 200 Zone 323 8.0 PVC 130.0 12.51 0.08 0.005
P-459 200 Zone 266 8.0 PVC 130.0 12.46 0.08 0.006
P-460 200 Zone 100 8.0 PVC 130.0 12.46 0.08 0.006
P-182 200 Zone 110 8.0 PVC 130.0 12.46 0.08 0.005
P-268 330 Zone 596 8.0 PVC 130.0 12.42 0.08 0.005
P-270 330 Zone 873 8.0 PVC 130.0 12.42 0.08 0.005
P-483 200 Zone 121 8.0 PVC 130.0 12.01 0.08 0.005
P-484 200 Zone 249 8.0 PVC 130.0 12.01 0.08 0.005
P-422 200 Zone 273 8.0 PVC 130.0 10.76 0.07 0.004
P-465 200 Zone 66 8.0 PVC 130.0 10.76 0.07 0.005
P-466 200 Zone 57 8.0 PVC 130.0 10.76 0.07 0.003
P-425 200 Zone 290 8.0 PVC 130.0 10.68 0.07 0.004
P-485 200 Zone 53 8.0 PVC 130.0 10.59 0.07 0.003
P-486 200 Zone 152 8.0 PVC 130.0 10.59 0.07 0.004
P-331 330 Zone 205 8.0 PVC 130.0 10.48 0.07 0.004
P-332 330 Zone 949 8.0 PVC 130.0 10.48 0.07 0.004
P-378 200 Zone 83 8.0 PVC 130.0 9.81 0.06 0.004
P-168 200 Zone 258 8.0 PVC 130.0 9.81 0.06 0.004
P-453 200 Zone 381 8.0 PVC 130.0 9.54 0.06 0.003
P-454 200 Zone 95 8.0 PVC 130.0 9.54 0.06 0.003
P-429 200 Zone 136 8.0 PVC 130.0 9.35 0.06 0.003
P-467 200 Zone 101 8.0 PVC 130.0 9.35 0.06 0.003
P-468 200 Zone 385 8.0 PVC 130.0 9.35 0.06 0.003
P-280 330 Zone 1,251 8.0 PVC 130.0 9.16 0.06 0.003
P-316 330 Zone 209 8.0 PVC 130.0 9.16 0.06 0.003
P-318 330 Zone 177 8.0 PVC 130.0 9.10 0.06 0.003
P-432 200 Zone 124 12.0 PVC 130.0 19.81 0.06 0.002
P-434 200 Zone 1,457 12.0 PVC 130.0 19.81 0.06 0.002
P-435 200 Zone 116 12.0 PVC 130.0 19.81 0.06 0.002
P-326 330 Zone 565 8.0 PVC 130.0 8.80 0.06 0.003
P-324 330 Zone 258 8.0 PVC 130.0 8.58 0.05 0.003
P-162 200 Zone 258 8.0 PVC 130.0 8.41 0.05 0.003
P-427 200 Zone 237 8.0 PVC 130.0 8.16 0.05 0.002
P-457 200 Zone 300 8.0 PVC 130.0 8.11 0.05 0.002
P-458 200 Zone 203 8.0 PVC 130.0 8.11 0.05 0.002
P-452 200 Zone 343 8.0 PVC 130.0 7.59 0.05 0.002
P-420 200 Zone 219 8.0 PVC 130.0 7.41 0.05 0.002
P-165 200 Zone 206 8.0 PVC 130.0 7.32 0.05 0.002
P-215 330 Zone 208 8.0 PVC 130.0 7.27 0.05 0.002
P-278 330 Zone 198 8.0 PVC 130.0 7.27 0.05 0.002
P-395 330 Zone 285 8.0 PVC 130.0 7.27 0.05 0.002
P-310 200 Zone 221 8.0 PVC 130.0 6.84 0.04 0.002
P-375 200 Zone 101 14.0 PVC 130.0 19.81 0.04 0.001
P-181 200 Zone 1 48.0 PVC 130.0 209.75 0.04 0.000
P-161 200 Zone 206 8.0 PVC 130.0 5.64 0.04 0.001
27 Siemon Company Drive Suite 200 W Watertown, CT Page 5 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 53 304
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells On
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-469 200 Zone 127 8.0 PVC 130.0 5.56 0.04 0.001
P-470 200 Zone 111 8.0 PVC 130.0 5.56 0.04 0.001
P-159 200 Zone 374 8.0 PVC 130.0 5.49 0.04 0.001
P-322 330 Zone 176 8.0 PVC 130.0 4.90 0.03 0.001
P-426 200 Zone 228 8.0 PVC 130.0 4.88 0.03 0.001
P-323 330 Zone 562 8.0 PVC 130.0 4.69 0.03 0.001
P-152 200 Zone 419 8.0 PVC 130.0 4.31 0.03 0.001
P-314 200 Zone 155 20.0 PVC 130.0 24.78 0.03 0.000
P-384 200 Zone 48 20.0 PVC 130.0 24.78 0.03 0.000
P-499 200 Zone 312 20.0 PVC 130.0 24.78 0.03 0.000
P-500 200 Zone 260 20.0 PVC 130.0 24.78 0.03 0.000
P-187 200 Zone 167 20.0 PVC 130.0 24.78 0.03 0.000
P-431 200 Zone 216 8.0 PVC 130.0 3.80 0.02 0.001
P-479 200 Zone 12 8.0 PVC 130.0 2.91 0.02 0.000
P-480 200 Zone 247 8.0 PVC 130.0 2.91 0.02 0.000
P-163 200 Zone 210 8.0 PVC 130.0 2.78 0.02 0.000
P-317 330 Zone 526 8.0 PVC 130.0 2.37 0.02 0.000
P-325 330 Zone 207 8.0 PVC 130.0 0.21 0.00 0.000
P-167 200 Zone 146 8.0 PVC 130.0 0.15 0.00 0.000
P-177 200 Zone 54 8.0 PVC 130.0 0.00 0.00 0.000
P-282 330 Zone 676 8.0 PVC 130.0 0.00 0.00 0.000
P-346(2) 330 Zone 44 12.0 Ductile Iron 130.0 0.00 0.00 0.000 P-508 330 Zone 271 16.0 Ductile Iron 110.0 0.00 0.00 0.000 P-193 200 Zone 73 10.0 PVC 130.0 0.00 0.00 0.000
P-192 200 Zone 294 10.0 PVC 130.0 0.00 0.00 0.000
P-195 200 Zone 235 10.0 PVC 130.0 0.00 0.00 0.000
P-194 200 Zone 59 10.0 PVC 130.0 0.00 0.00 0.000
P-358 200 Zone 18 12.0 PVC 130.0 0.00 0.00 0.000
P-359 200 Zone 265 12.0 PVC 130.0 0.00 0.00 0.000
P-363 200 Zone 642 12.0 PVC 130.0 0.00 0.00 0.000
P-364 200 Zone 680 12.0 PVC 130.0 0.00 0.00 0.000
P-399 200 Zone 226 12.0 PVC 130.0 0.00 0.00 0.000
P-391 200 Zone 320 20.0 PVC 130.0 0.00 0.00 0.000
P-390 200 Zone 208 20.0 PVC 130.0 0.00 0.00 0.000
P-398 200 Zone 65 12.0 PVC 130.0 0.00 0.00 0.000
P-346(1) 330 Zone 34 12.0 Ductile Iron 130.0 0.00 0.00 0.000 P-436 200 Zone 148 20.0 PVC 130.0 0.00 0.00 0.000
P-345(1) 330 Zone 20 12.0 Ductile Iron 110.0 0.00 0.00 0.000 P-345(2) 330 Zone 44 12.0 Ductile Iron 110.0 0.00 0.00 0.000 P-392 200 Zone 652 20.0 PVC 130.0 0.00 0.00 0.000
P-178(1) 200 Zone 39 8.0 PVC 130.0 0.00 0.00 0.000
P-397 200 Zone 205 12.0 PVC 130.0 0.00 0.00 0.000
P-393 200 Zone 322 20.0 PVC 130.0 0.00 0.00 0.000
P-402 200 Zone 95 10.0 PVC 130.0 0.00 0.00 0.000
P-61 330 Zone 65 12.0 Ductile Iron 110.0 0.00 0.00 0.000 27 Siemon Company Drive Suite 200 W Watertown, CT Page 6 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 54 305
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells On
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-269 330 Zone 209 8.0 PVC 130.0 0.00 0.00 0.000
P-135 200 Zone 1 48.0 PVC 130.0 0.00 0.00 0.000
P-343 330 Zone 62 12.0 Ductile Iron 130.0 0.00 0.00 0.000 P-403 200 Zone 125 20.0 PVC 130.0 0.00 0.00 0.000
P-178(2) 200 Zone 61 8.0 PVC 130.0 0.00 0.00 0.000
(E) P-122 200 Zone 43 12.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-124 200 Zone 56 48.0 Ductile Iron 110.0 (N/A) (N/A) (N/A) (E) P-348 200 Zone 275 4.0 PVC 130.0 (N/A) (N/A) (N/A)
P-350 200 Zone 31 8.0 PVC 130.0 (N/A) (N/A) (N/A)
P-351 200 Zone 33 8.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-367 200 Zone 51 10.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-369 200 Zone 53 10.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-370 200 Zone 187 10.0 PVC 130.0 (N/A) (N/A) (N/A) P-401 200 Zone 615 12.0 PVC 130.0 (N/A) (N/A) (N/A)
P-437 200 Zone 1,175 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-438 200 Zone 2,558 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-440 <None> 17 10.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-441 <None> 72 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-442 <None> 13 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-443 <None> 1,524 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-444 <None> 72 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-445 <None> 714 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-447 <None> 309 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-448 <None> 46 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-449 <None> 718 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-450 <None> 224 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-451 <None> 308 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-516 200 Zone 20 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-517(1) <None> 10,000 12.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) 27 Siemon Company Drive Suite 200 W Watertown, CT Page 7 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 55 306
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells Off
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-42 344.00 330 Zone 0.00 592.45 107
J-37 346.00 330 Zone 0.00 592.40 107
J-120 346.26 330 Zone 0.00 592.11 106
J-174 347.43 330 Zone 0.00 592.45 106
J-41 348.52 330 Zone 0.00 592.43 106
J-56 348.94 330 Zone 0.00 592.09 105
J-52 349.45 330 Zone 0.00 592.45 105
J-127 351.10 330 Zone 0.00 592.05 104
J-40 352.00 330 Zone 0.00 592.06 104
J-116 352.81 330 Zone 0.00 592.46 104
J-133 353.47 330 Zone 0.00 592.46 103
J-54 357.16 330 Zone 131.00 591.97 102
J-97 358.72 330 Zone 105.00 592.45 101
J-117 359.05 330 Zone 0.00 592.46 101
J-115 360.00 330 Zone 0.00 592.46 101
J-126 359.75 330 Zone 0.00 592.04 101
J-121 361.37 330 Zone 0.00 591.99 100
J-32 362.22 330 Zone 0.00 592.24 100
J-136 362.49 330 Zone 0.00 592.46 99
J-134 363.43 330 Zone 0.00 592.46 99
J-31 363.44 330 Zone 0.00 592.19 99
J-55 363.77 330 Zone 0.00 592.02 99
J-30 365.62 330 Zone 0.00 592.17 98
J-124 365.61 330 Zone 0.00 591.99 98
J-33 366.92 330 Zone 0.00 592.27 97
J-34 368.65 330 Zone 0.00 592.31 97
J-138 370.57 330 Zone 0.00 592.49 96
J-137 370.68 330 Zone 0.00 592.46 96
J-135 375.51 330 Zone 26.00 592.46 94
J-125 379.91 330 Zone 82.73 591.98 92
J-122 380.27 330 Zone 0.00 591.99 92
J-111 383.96 330 Zone 21.01 592.45 90
J-123 387.58 330 Zone 0.00 592.02 88
J-35 388.53 330 Zone 17.63 592.01 88
J-36 389.99 330 Zone 0.00 592.01 87
J-50 397.63 330 Zone 0.00 592.48 84
J-38 402.82 330 Zone 0.00 592.52 82
J-53 403.67 330 Zone 0.00 592.52 82
J-51 406.92 330 Zone 0.00 592.57 80
J-175 307.68 200 Zone 0.00 471.52 71
J-177 309.77 200 Zone 0.00 471.53 70
LS POC 4 310.56 200 Zone 0.00 471.62 70
J-144 310.51 200 Zone 0.00 471.53 70
J-18 312.00 200 Zone 0.00 471.54 69
J-163 312.83 200 Zone 205.74 471.52 69
J-160 312.96 200 Zone 0.00 471.52 69
27 Siemon Company Drive Suite 200 W Page 1 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
56 307
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells Off
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-157 314.00 200 Zone 0.00 471.62 68
J-159 314.00 200 Zone 0.00 471.56 68
J- 4 317.44 200 Zone 0.00 471.56 67
J-180 317.57 200 Zone 42.01 471.59 67
J-23 317.55 200 Zone 42.01 471.56 67
J-170 317.69 200 Zone 0.00 471.56 67
J-16 318.60 200 Zone 136.70 471.49 66
J-19 318.99 200 Zone 0.00 471.61 66
J-112 440.00 330 Zone 0.00 592.46 66
J-153 319.23 200 Zone 0.00 471.62 66
J-79 319.90 200 Zone 0.00 471.58 66
J-10 320.00 200 Zone 0.00 471.60 66
J-9 320.07 200 Zone 62.99 471.60 66
LS POC 2 320.22 200 Zone 0.00 471.61 65
J-24 320.96 200 Zone 0.00 471.59 65
J-129 321.42 200 Zone 140.45 471.60 65
J-207 321.92 200 Zone 24.84 471.60 65
J-204 321.96 200 Zone 0.00 471.62 65
J-20 322.00 200 Zone 0.00 471.62 65
J-12 322.00 200 Zone 62.99 471.60 65
J-91 322.00 200 Zone 0.00 471.59 65
J-152 322.06 200 Zone 0.00 471.62 65
J-164 322.22 200 Zone 0.00 471.62 65
J-151 322.28 200 Zone 0.00 471.62 65
J-49 322.76 200 Zone 0.00 471.59 64
J-77 322.78 200 Zone 0.00 471.59 64
J-78 323.12 200 Zone 21.41 471.59 64
J-94 323.14 200 Zone 9.67 471.59 64
J-21 323.20 200 Zone 50.81 471.62 64
J-92 323.32 200 Zone 9.23 471.59 64
J-66 323.80 200 Zone 0.00 471.60 64
J-2 324.00 200 Zone 0.00 471.61 64
J-13 324.00 200 Zone 0.00 471.60 64
J-182 324.57 200 Zone 0.00 471.59 64
J-166 325.39 200 Zone 0.00 471.59 63
J-17 326.20 200 Zone 0.00 471.56 63
J-90 326.43 200 Zone 12.69 471.59 63
J-87 326.58 200 Zone 0.00 471.59 63
J-93 327.07 200 Zone 0.00 471.59 63
J-48 327.68 200 Zone 0.00 471.60 62
J-103 448.96 330 Zone 106.68 592.46 62
J-88 328.66 200 Zone 9.23 471.59 62
J-189 328.80 200 Zone 0.00 471.59 62
LS POC 3 329.75 200 Zone 0.00 471.63 61
J-132 329.81 200 Zone 0.00 471.63 61
J-89 330.00 200 Zone 0.00 471.60 61
27 Siemon Company Drive Suite 200 W Page 2 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
57 308
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells Off
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-190 331.52 200 Zone 9.23 471.59 61
J-119 453.12 330 Zone 0.00 592.74 60
J-191 332.39 200 Zone 0.00 471.59 60
J-47 333.22 200 Zone 4.62 471.61 60
J-128 333.30 200 Zone 0.00 471.61 60
J-85 333.62 200 Zone 0.00 471.61 60
J-183 333.67 200 Zone 12.18 471.60 60
J-83 333.67 200 Zone 31.32 471.59 60
J-113 455.00 330 Zone 0.00 592.89 60
J-186 334.68 200 Zone 0.00 471.60 59
J-6 335.21 200 Zone 0.00 471.61 59
J-68 335.47 200 Zone 0.00 471.62 59
J-86 335.46 200 Zone 13.85 471.61 59
J-185 336.00 200 Zone 8.83 471.60 59
J-167 336.50 200 Zone 0.00 471.60 58
J-44 337.86 200 Zone 0.00 471.62 58
J-84 339.22 200 Zone 0.00 471.62 57
J-205 460.90 330 Zone 0.00 592.85 57
J-25 340.41 200 Zone 0.00 471.63 57
J-181 340.56 200 Zone 0.00 471.61 57
J-188 341.16 200 Zone 0.00 471.60 56
J-67 342.04 200 Zone 20.57 471.62 56
J-169 342.82 200 Zone 0.00 471.66 56
J-80 344.00 200 Zone 0.00 471.64 55
J-63 345.13 200 Zone 16.20 471.62 55
J-26 346.00 200 Zone 0.00 471.67 54
J-64 346.11 200 Zone 8.29 471.66 54
J-1020 347.65 330 Zone 0.00 471.66 54
J-165 347.76 200 Zone 0.00 471.67 54
J-58 348.28 200 Zone 0.00 471.68 53
J-27 349.22 200 Zone 0.00 471.76 53
LS POC 5 351.02 200 Zone 0.00 471.63 52
J-76 351.53 200 Zone 0.00 471.72 52
J-4 351.84 200 Zone 0.00 471.63 52
J-104 352.00 200 Zone 0.00 471.63 52
LS POC 1 352.00 200 Zone 0.00 471.63 52
J-171 355.74 200 Zone 0.00 471.80 50
J-172 365.95 200 Zone 0.00 471.86 46
J-173 424.97 200 Zone 0.00 471.98 20
J-46 554.69 330 Zone 0.00 593.18 17
J-142 453.48 330 Zone 0.00 472.05 8
J-178 458.30 200 Zone 0.00 472.08 6
J-73 306.00 200 Zone (N/A) (N/A) (N/A)
J-95 332.00 200 Zone (N/A) (N/A) (N/A)
J-96 353.00 200 Zone (N/A) (N/A) (N/A)
J-98 390.00 200 Zone (N/A) (N/A) (N/A)
27 Siemon Company Drive Suite 200 W Page 3 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
58 309
FlexTable: Junction Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells Off
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation Zone
(ft)
Label
J-143 460.85 330 Zone (N/A) (N/A) (N/A)
J-145 310.76 200 Zone (N/A) (N/A) (N/A)
J-161 307.46 <None> (N/A) (N/A) (N/A)
J-162 308.09 <None> (N/A) (N/A) (N/A)
J-196 290.00 <None> (N/A) (N/A) (N/A)
J-197 280.00 <None> (N/A) (N/A) (N/A)
J-198 0.00 <None> (N/A) (N/A) (N/A)
J-199 0.00 <None> (N/A) (N/A) (N/A)
J-200 0.00 <None> (N/A) (N/A) (N/A)
J-201 0.00 <None> (N/A) (N/A) (N/A)
J-202 0.00 <None> (N/A) (N/A) (N/A)
J-203 0.00 <None> (N/A) (N/A) (N/A)
27 Siemon Company Drive Suite 200 W Page 4 of 4
Watertown, CT 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
[10.01.00.72]
Bentley Systems, Inc. Haestad Methods Solution
4521-EA1 Master Plan (EIR Amendment).wtg Center
59 310
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells Off
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-272 330 Zone 423 12.0 PVC 130.0 490.06 1.39 0.676
P-284(2) 330 Zone 168 8.0 PVC 130.0 167.69 1.07 0.669
P-22 200 Zone 204 8.0 PVC 130.0 160.07 1.02 0.614
P-390 200 Zone 208 20.0 PVC 130.0 955.89 0.98 0.194
P-391 200 Zone 320 20.0 PVC 130.0 955.89 0.98 0.194
P-392 200 Zone 652 20.0 PVC 130.0 955.89 0.98 0.194
P-393 200 Zone 322 20.0 PVC 130.0 955.89 0.98 0.194
P-403 200 Zone 125 20.0 PVC 130.0 955.89 0.98 0.194
P-436 200 Zone 148 20.0 PVC 130.0 955.89 0.98 0.194
P-327 330 Zone 295 12.0 PVC 130.0 322.37 0.91 0.312
P-328 330 Zone 758 12.0 PVC 130.0 322.37 0.91 0.311
P-225 330 Zone 130 8.0 PVC 130.0 140.27 0.90 0.481
P-289 330 Zone 476 8.0 PVC 130.0 140.27 0.90 0.481
P-335 330 Zone 155 12.0 PVC 130.0 269.96 0.77 0.224
P-336 330 Zone 347 12.0 PVC 130.0 269.96 0.77 0.224
P-60 330 Zone 101 12.0 PVC 130.0 264.46 0.75 0.216
P-221 330 Zone 49 12.0 PVC 130.0 231.37 0.66 0.168
P-220 330 Zone 130 12.0 PVC 130.0 231.37 0.66 0.168
P-305 330 Zone 205 8.0 PVC 130.0 101.06 0.65 0.262
P-513 330 Zone 176 12.0 PVC 150.0 225.59 0.64 0.123
P-127 200 Zone 428 20.0 PVC 130.0 622.19 0.64 0.087
P-176 200 Zone 118 20.0 PVC 130.0 622.19 0.64 0.087
P-64 200 Zone 163 20.0 PVC 130.0 622.19 0.64 0.087
P-175 200 Zone 282 20.0 PVC 130.0 622.19 0.64 0.087
P-212 330 Zone 177 12.0 PVC 130.0 208.21 0.59 0.139
330 Zone 86 8.0 PVC 130.0 91.09 0.58 0.216
C-UTILWATR-PIPEUPPER
(Polyline)-
16 330 Zone 109 8.0 PVC 130.0 91.09 0.58 0.216
C-UTILWATR-PIPEUPPER
(Polyline)-
14 330 Zone 213 8.0 PVC 130.0 91.09 0.58 0.216
C-UTILWATR-PIPEUPPER
(Polyline)-
13 330 Zone 260 8.0 PVC 130.0 91.09 0.58 0.216
C-UTILWATR-PIPEUPPER
(Polyline)-
15 27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 60 311
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells Off
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
330 Zone 387 8.0 PVC 130.0 91.09 0.58 0.216
C-UTILWATR-PIPEUPPER
(Polyline)-
27 P-294 330 Zone 712 8.0 PVC 130.0 91.09 0.58 0.216
P-329 330 Zone 525 8.0 PVC 130.0 89.56 0.57 0.209
P-330 330 Zone 755 8.0 PVC 130.0 89.56 0.57 0.209
P-247 330 Zone 47 8.0 PVC 130.0 89.55 0.57 0.210
P-408 200 Zone 158 12.0 PVC 130.0 189.45 0.54 0.116
P-306 330 Zone 461 8.0 PVC 130.0 80.99 0.52 0.174
P-209 330 Zone 321 8.0 PVC 130.0 78.13 0.50 0.163
P-210 330 Zone 273 8.0 PVC 130.0 78.13 0.50 0.162
P-287 330 Zone 1,018 8.0 PVC 130.0 78.13 0.50 0.163
P-108 200 Zone 53 12.0 PVC 130.0 173.63 0.49 0.099
P-171 200 Zone 581 12.0 PVC 130.0 173.63 0.49 0.099
P-172 200 Zone 534 12.0 PVC 130.0 173.63 0.49 0.099
P-284(1) 330 Zone 426 12.0 PVC 130.0 167.69 0.48 0.093
P-301 330 Zone 250 8.0 PVC 130.0 73.46 0.47 0.145
P-309 200 Zone 244 8.0 PVC 130.0 70.96 0.45 0.136
P-91 200 Zone 234 8.0 PVC 130.0 70.96 0.45 0.136
P-201 200 Zone 120 8.0 PVC 130.0 70.96 0.45 0.136
P-90 200 Zone 274 8.0 PVC 130.0 70.96 0.45 0.136
P-410 200 Zone 161 8.0 PVC 130.0 69.34 0.44 0.130
P-29 200 Zone 323 10.0 PVC 130.0 104.35 0.43 0.094
P-187 200 Zone 167 20.0 PVC 130.0 416.11 0.42 0.042
P-384 200 Zone 48 20.0 PVC 130.0 416.11 0.42 0.042
P-499 200 Zone 312 20.0 PVC 130.0 416.11 0.42 0.042
P-500 200 Zone 260 20.0 PVC 130.0 416.11 0.42 0.041
P-314 200 Zone 155 20.0 PVC 130.0 416.11 0.42 0.042
P-386 200 Zone 310 8.0 PVC 130.0 65.74 0.42 0.118
P-505 200 Zone 18 8.0 PVC 130.0 65.74 0.42 0.118
P-506 200 Zone 284 8.0 PVC 130.0 65.74 0.42 0.118
P-407 200 Zone 103 12.0 PVC 130.0 147.43 0.42 0.073
P-206 200 Zone 129 12.0 PVC 130.0 147.43 0.42 0.073
P-207 200 Zone 263 12.0 PVC 130.0 147.43 0.42 0.073
P-372 200 Zone 411 12.0 PVC 130.0 147.43 0.42 0.073
P-388 200 Zone 194 8.0 PVC 130.0 61.71 0.39 0.105
P-373 200 Zone 27 20.0 Ductile Iron 110.0 372.11 0.38 0.046 P-374 200 Zone 228 20.0 Ductile Iron 110.0 372.11 0.38 0.046 P-138 200 Zone 190 8.0 PVC 130.0 59.41 0.38 0.098
P-291 330 Zone 254 8.0 PVC 130.0 59.28 0.38 0.098
P-304 330 Zone 195 8.0 PVC 130.0 59.28 0.38 0.098
P-497 200 Zone 224 20.0 PVC 130.0 333.75 0.34 0.027
P-498 200 Zone 123 20.0 PVC 130.0 333.75 0.34 0.028
27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 61 312
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells Off
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-261 200 Zone 229 10.0 PVC 130.0 82.36 0.34 0.061
P-315 200 Zone 41 10.0 PVC 130.0 82.36 0.34 0.060
P-97 200 Zone 414 10.0 PVC 130.0 82.36 0.34 0.060
P-87 330 Zone 545 8.0 PVC 130.0 52.41 0.33 0.078
P-276 330 Zone 807 8.0 PVC 130.0 52.41 0.33 0.078
P-173 200 Zone 201 12.0 PVC 130.0 114.23 0.32 0.046
P-265 200 Zone 174 12.0 PVC 130.0 114.23 0.32 0.046
P-377 200 Zone 72 12.0 PVC 130.0 114.23 0.32 0.046
P-147 200 Zone 163 8.0 PVC 130.0 49.78 0.32 0.070
P-320 330 Zone 319 8.0 PVC 130.0 48.59 0.31 0.068
P-489 200 Zone 192 8.0 PVC 130.0 45.53 0.29 0.060
P-490 200 Zone 52 8.0 PVC 130.0 45.53 0.29 0.060
P-78 200 Zone 26 20.0 PVC 130.0 282.93 0.29 0.020
P-495 200 Zone 13 20.0 PVC 130.0 282.93 0.29 0.021
P-496 200 Zone 44 20.0 PVC 130.0 282.93 0.29 0.021
P-169 200 Zone 84 12.0 PVC 130.0 98.03 0.28 0.034
P-503 200 Zone 143 12.0 PVC 130.0 98.03 0.28 0.034
P-504 200 Zone 162 12.0 PVC 130.0 98.03 0.28 0.034
P-308 200 Zone 51 12.0 PVC 130.0 98.02 0.28 0.035
P-275 330 Zone 138 8.0 PVC 130.0 43.25 0.28 0.054
P-150 200 Zone 250 8.0 PVC 130.0 43.08 0.27 0.054
P-471 200 Zone 87 8.0 PVC 130.0 40.95 0.26 0.049
P-473 200 Zone 287 8.0 PVC 130.0 40.95 0.26 0.049
P-474 200 Zone 235 8.0 PVC 130.0 40.95 0.26 0.049
P-475 200 Zone 46 8.0 PVC 130.0 40.95 0.26 0.049
P-476 200 Zone 136 8.0 PVC 130.0 40.95 0.26 0.049
P-477 200 Zone 49 8.0 PVC 130.0 39.72 0.25 0.046
P-478 200 Zone 214 8.0 PVC 130.0 39.72 0.25 0.046
P-434 200 Zone 1,457 12.0 PVC 130.0 89.18 0.25 0.029
P-435 200 Zone 116 12.0 PVC 130.0 89.18 0.25 0.029
P-432 200 Zone 124 12.0 PVC 130.0 89.18 0.25 0.029
P-288 330 Zone 164 8.0 PVC 130.0 39.22 0.25 0.045
P-223 330 Zone 471 8.0 PVC 130.0 39.22 0.25 0.045
P-226 330 Zone 271 8.0 PVC 130.0 39.22 0.25 0.045
P-303 330 Zone 241 8.0 PVC 130.0 39.22 0.25 0.045
P-84 330 Zone 162 8.0 PVC 130.0 39.22 0.25 0.045
P-222 330 Zone 201 8.0 PVC 130.0 39.22 0.25 0.045
P-501 200 Zone 296 14.0 PVC 130.0 116.90 0.24 0.022
P-502 200 Zone 338 14.0 PVC 130.0 116.90 0.24 0.022
P-193 200 Zone 73 10.0 PVC 130.0 58.31 0.24 0.032
P-192 200 Zone 294 10.0 PVC 130.0 58.31 0.24 0.032
P-195 200 Zone 235 10.0 PVC 130.0 58.31 0.24 0.032
P-194 200 Zone 59 10.0 PVC 130.0 58.31 0.24 0.032
P-402 200 Zone 95 10.0 PVC 130.0 58.31 0.24 0.032
P-414 200 Zone 348 8.0 PVC 130.0 36.01 0.23 0.039
27 Siemon Company Drive Suite 200 W Watertown, CT Page 3 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 62 313
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells Off
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-9 200 Zone 63 14.0 PVC 130.0 108.61 0.23 0.019
P-27 200 Zone 1,411 14.0 PVC 130.0 108.61 0.23 0.020
P-252 200 Zone 1,071 14.0 PVC 130.0 108.61 0.23 0.020
P-256 200 Zone 29 14.0 PVC 130.0 108.61 0.23 0.019
P-257 200 Zone 27 14.0 PVC 130.0 108.61 0.23 0.020
P-292 330 Zone 596 8.0 PVC 130.0 34.83 0.22 0.036
P-462 200 Zone 40 8.0 PVC 130.0 33.33 0.21 0.034
P-463 200 Zone 49 8.0 PVC 130.0 33.33 0.21 0.033
P-464 200 Zone 234 8.0 PVC 130.0 33.33 0.21 0.034
P-156 200 Zone 88 8.0 PVC 130.0 31.76 0.20 0.031
P-379 200 Zone 122 8.0 PVC 130.0 31.76 0.20 0.031
P-481 200 Zone 55 8.0 PVC 130.0 30.89 0.20 0.029
P-482 200 Zone 265 8.0 PVC 130.0 30.89 0.20 0.029
P-162 200 Zone 258 8.0 PVC 130.0 30.82 0.20 0.029
P-487 200 Zone 196 8.0 PVC 130.0 30.42 0.19 0.028
P-488 200 Zone 67 8.0 PVC 130.0 30.42 0.19 0.028
P-246 330 Zone 592 8.0 PVC 130.0 29.55 0.19 0.027
P-258 200 Zone 167 20.0 PVC 130.0 182.67 0.19 0.009
P-259 200 Zone 106 20.0 PVC 130.0 182.67 0.19 0.009
P-203 200 Zone 44 20.0 PVC 110.0 182.67 0.19 0.012
P-375 200 Zone 101 14.0 PVC 130.0 89.18 0.19 0.014
P-418 200 Zone 133 8.0 PVC 130.0 27.59 0.18 0.024
P-310 200 Zone 221 8.0 PVC 130.0 27.06 0.17 0.023
P-131 200 Zone 163 8.0 PVC 130.0 26.74 0.17 0.022
P-398 200 Zone 65 12.0 PVC 130.0 58.31 0.17 0.013
P-399 200 Zone 226 12.0 PVC 130.0 58.31 0.17 0.013
P-401 200 Zone 615 12.0 PVC 130.0 58.31 0.17 0.013
P-455 200 Zone 50 8.0 PVC 130.0 25.72 0.16 0.021
P-456 200 Zone 323 8.0 PVC 130.0 25.72 0.16 0.021
P-479 200 Zone 12 8.0 PVC 130.0 25.56 0.16 0.020
P-480 200 Zone 247 8.0 PVC 130.0 25.56 0.16 0.021
P-297 330 Zone 222 8.0 PVC 130.0 24.45 0.16 0.019
P-300 330 Zone 307 8.0 PVC 130.0 24.45 0.16 0.019
P-394 330 Zone 322 8.0 PVC 130.0 23.16 0.15 0.017
P-89 330 Zone 147 8.0 PVC 130.0 23.16 0.15 0.017
P-216 330 Zone 112 8.0 PVC 130.0 23.16 0.15 0.017
P-219 330 Zone 328 8.0 PVC 130.0 23.16 0.15 0.017
P-218 330 Zone 612 8.0 PVC 130.0 23.16 0.15 0.017
P-129 200 Zone 192 8.0 PVC 130.0 21.99 0.14 0.016
P-426 200 Zone 228 8.0 PVC 130.0 20.75 0.13 0.014
P-161 200 Zone 206 8.0 PVC 130.0 20.54 0.13 0.014
P-307 330 Zone 1,118 8.0 PVC 130.0 20.06 0.13 0.013
P-483 200 Zone 121 8.0 PVC 130.0 19.52 0.12 0.012
P-484 200 Zone 249 8.0 PVC 130.0 19.52 0.12 0.012
P-494(2) 200 Zone 113 20.0 PVC 130.0 119.68 0.12 0.004
27 Siemon Company Drive Suite 200 W Watertown, CT Page 4 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 63 314
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells Off
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-378 200 Zone 83 8.0 PVC 130.0 18.16 0.12 0.011
P-168 200 Zone 258 8.0 PVC 130.0 18.16 0.12 0.011
P-83 330 Zone 330 8.0 PVC 130.0 17.63 0.11 0.010
P-295 330 Zone 326 8.0 PVC 130.0 17.63 0.11 0.010
P-82 330 Zone 78 8.0 PVC 130.0 17.63 0.11 0.010
P-80 200 Zone 196 20.0 PVC 130.0 108.61 0.11 0.003
P-102 200 Zone 200 20.0 PVC 130.0 108.61 0.11 0.003
P-103 200 Zone 109 20.0 PVC 130.0 108.61 0.11 0.004
P-425 200 Zone 290 8.0 PVC 130.0 16.73 0.11 0.009
P-422 200 Zone 273 8.0 PVC 130.0 16.60 0.11 0.009
P-465 200 Zone 66 8.0 PVC 130.0 16.60 0.11 0.009
P-466 200 Zone 57 8.0 PVC 130.0 16.60 0.11 0.009
P-396 330 Zone 178 8.0 PVC 130.0 15.88 0.10 0.009
P-333 330 Zone 206 8.0 PVC 130.0 15.18 0.10 0.008
P-334 330 Zone 713 8.0 PVC 130.0 15.18 0.10 0.008
200 Zone 65 20.0 PVC 130.0 94.84 0.10 0.003
C-UTILWATR-PIPELOWER
(Polyline)-4
P-491 200 Zone 17 20.0 PVC 130.0 94.84 0.10 0.002
P-493 200 Zone 290 20.0 PVC 130.0 94.84 0.10 0.003
P-494(1) 200 Zone 138 20.0 PVC 130.0 94.84 0.10 0.003
P-164 200 Zone 259 8.0 PVC 130.0 14.16 0.09 0.007
P-298 330 Zone 679 8.0 PVC 130.0 13.96 0.09 0.007
P-457 200 Zone 300 8.0 PVC 130.0 13.88 0.09 0.007
P-458 200 Zone 203 8.0 PVC 130.0 13.88 0.09 0.007
P-319 330 Zone 169 8.0 PVC 130.0 13.79 0.09 0.006
P-452 200 Zone 343 8.0 PVC 130.0 13.61 0.09 0.006
P-268 330 Zone 596 8.0 PVC 130.0 12.42 0.08 0.005
P-270 330 Zone 873 8.0 PVC 130.0 12.42 0.08 0.005
P-159 200 Zone 374 8.0 PVC 130.0 12.05 0.08 0.005
P-485 200 Zone 53 8.0 PVC 130.0 11.13 0.07 0.005
P-486 200 Zone 152 8.0 PVC 130.0 11.13 0.07 0.004
P-420 200 Zone 219 8.0 PVC 130.0 10.99 0.07 0.004
P-428 200 Zone 214 8.0 PVC 130.0 10.94 0.07 0.004
P-152 200 Zone 419 8.0 PVC 130.0 10.49 0.07 0.004
P-331 330 Zone 205 8.0 PVC 130.0 10.48 0.07 0.004
P-332 330 Zone 949 8.0 PVC 130.0 10.48 0.07 0.004
P-163 200 Zone 210 8.0 PVC 130.0 10.28 0.07 0.004
P-427 200 Zone 237 8.0 PVC 130.0 9.81 0.06 0.003
P-280 330 Zone 1,251 8.0 PVC 130.0 9.16 0.06 0.003
P-316 330 Zone 209 8.0 PVC 130.0 9.16 0.06 0.003
P-318 330 Zone 177 8.0 PVC 130.0 9.10 0.06 0.003
P-326 330 Zone 565 8.0 PVC 130.0 8.80 0.06 0.003
P-324 330 Zone 258 8.0 PVC 130.0 8.58 0.05 0.003
27 Siemon Company Drive Suite 200 W Watertown, CT Page 5 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 64 315
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells Off
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-167 200 Zone 146 8.0 PVC 130.0 8.49 0.05 0.003
P-411 200 Zone 161 8.0 PVC 130.0 7.78 0.05 0.002
P-215 330 Zone 208 8.0 PVC 130.0 7.27 0.05 0.002
P-278 330 Zone 198 8.0 PVC 130.0 7.27 0.05 0.002
P-395 330 Zone 285 8.0 PVC 130.0 7.27 0.05 0.002
P-459 200 Zone 266 8.0 PVC 130.0 6.69 0.04 0.002
P-460 200 Zone 100 8.0 PVC 130.0 6.69 0.04 0.002
P-182 200 Zone 110 8.0 PVC 130.0 6.69 0.04 0.002
P-165 200 Zone 206 8.0 PVC 130.0 5.35 0.03 0.001
P-81 200 Zone 203 20.0 PVC 130.0 31.85 0.03 0.000
P-322 330 Zone 176 8.0 PVC 130.0 4.90 0.03 0.001
P-323 330 Zone 562 8.0 PVC 130.0 4.69 0.03 0.001
P-262 200 Zone 66 8.0 PVC 130.0 4.03 0.03 0.000
P-263 200 Zone 63 8.0 PVC 130.0 4.03 0.03 0.001
P-387 200 Zone 44 8.0 PVC 130.0 4.03 0.03 0.001
P-430 200 Zone 97 8.0 PVC 130.0 3.73 0.02 0.001
P-453 200 Zone 381 8.0 PVC 130.0 3.36 0.02 0.000
P-454 200 Zone 95 8.0 PVC 130.0 3.36 0.02 0.001
P-469 200 Zone 127 8.0 PVC 130.0 3.09 0.02 0.000
P-470 200 Zone 111 8.0 PVC 130.0 3.09 0.02 0.001
P-317 330 Zone 526 8.0 PVC 130.0 2.37 0.02 0.000
P-467 200 Zone 101 8.0 PVC 130.0 2.02 0.01 0.000
P-468 200 Zone 385 8.0 PVC 130.0 2.02 0.01 0.000
P-429 200 Zone 136 8.0 PVC 130.0 2.02 0.01 0.000
P-431 200 Zone 216 8.0 PVC 130.0 1.71 0.01 0.000
P-325 330 Zone 207 8.0 PVC 130.0 0.21 0.00 0.000
P-282 330 Zone 676 8.0 PVC 130.0 0.00 0.00 0.000
P-269 330 Zone 209 8.0 PVC 130.0 0.00 0.00 0.000
P-359 200 Zone 265 12.0 PVC 130.0 0.00 0.00 0.000
P-358 200 Zone 18 12.0 PVC 130.0 0.00 0.00 0.000
P-364 200 Zone 680 12.0 PVC 130.0 0.00 0.00 0.000
P-363 200 Zone 642 12.0 PVC 130.0 0.00 0.00 0.000
P-397 200 Zone 205 12.0 PVC 130.0 0.00 0.00 0.000
P-61 330 Zone 65 12.0 Ductile Iron 110.0 (N/A) (N/A) (N/A) (E) P-122 200 Zone 43 12.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-124 200 Zone 56 48.0 Ductile Iron 110.0 (N/A) (N/A) (N/A) P-135 200 Zone 1 48.0 PVC 130.0 (N/A) (N/A) (N/A)
P-177 200 Zone 54 8.0 PVC 130.0 (N/A) (N/A) (N/A)
P-180 200 Zone 700 14.0 PVC 130.0 (N/A) (N/A) (N/A)
P-181 200 Zone 1 48.0 PVC 130.0 (N/A) (N/A) (N/A)
P-228 200 Zone 1 48.0 PVC 130.0 (N/A) (N/A) (N/A)
P-229 200 Zone 500 10.0 PVC 130.0 (N/A) (N/A) (N/A)
P-343 330 Zone 62 12.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) (E) P-348 200 Zone 275 4.0 PVC 130.0 (N/A) (N/A) (N/A)
P-350 200 Zone 31 8.0 PVC 130.0 (N/A) (N/A) (N/A)
27 Siemon Company Drive Suite 200 W Watertown, CT Page 6 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 65 316
FlexTable: Pipe Table
Current Time Step: 0.000 h
Active Scenario: PHD - Wells Off
Headloss
Gradient
(ft/1000ft)
Velocity
(ft/s)
Flow
(Absolute)
(gpm)
HazenWilliams CDiameter Material
(in)
Length
(ft)
Label Zone
P-351 200 Zone 33 8.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-367 200 Zone 51 10.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-369 200 Zone 53 10.0 PVC 130.0 (N/A) (N/A) (N/A)
(E) P-370 200 Zone 187 10.0 PVC 130.0 (N/A) (N/A) (N/A) P-437 200 Zone 1,175 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-438 200 Zone 2,558 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-440 <None> 17 10.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-441 <None> 72 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-442 <None> 13 10.0 ACP 138.0 (N/A) (N/A) (N/A)
P-443 <None> 1,524 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-444 <None> 72 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-445 <None> 714 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-447 <None> 309 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-448 <None> 46 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-449 <None> 718 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-450 <None> 224 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-451 <None> 308 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-508 330 Zone 271 16.0 Ductile Iron 110.0 (N/A) (N/A) (N/A) P-512 200 Zone 1,376 10.0 PVC 150.0 (N/A) (N/A) (N/A)
P-510(1) 200 Zone 35 14.0 PVC 150.0 (N/A) (N/A) (N/A)
P-510(2) 200 Zone 36 14.0 PVC 150.0 (N/A) (N/A) (N/A)
P-178(1) 200 Zone 39 8.0 PVC 130.0 (N/A) (N/A) (N/A)
P-178(2) 200 Zone 61 8.0 PVC 130.0 (N/A) (N/A) (N/A)
P-345(1) 330 Zone 20 12.0 Ductile Iron 110.0 (N/A) (N/A) (N/A) P-345(2) 330 Zone 44 12.0 Ductile Iron 110.0 (N/A) (N/A) (N/A) P-346(1) 330 Zone 34 12.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-346(2) 330 Zone 44 12.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-516 200 Zone 20 6.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) P-517(1) <None> 10,000 12.0 Ductile Iron 130.0 (N/A) (N/A) (N/A) 27 Siemon Company Drive Suite 200 W Watertown, CT Page 7 of 7 06795 USA +1-203-755-1666
1/16/2024
WaterCAD CONNECT Edition Update 1
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APPENDIX F
REFERENCE: HALLOCK DRIVE FIRE FLOW TEST RESULTS
67 318
1672 Donlon St.

Ventura, CA 93004
805‐654‐6977
www.jdscivil.com
Project: East Area 1 APN: Static Gage: 0011Job No.: LIM01.4521 Client: Limoneira Pitot Gage: 0012Fire Department: City of Santa Paula Observer: James Kelly / James McCoskey Data Logger: 0011Water Purveyor: City of Santa Paula Diffuser: 0014 Date Time c d (in) Ps pPR Q0 MQ20
3/8/2016 9:38 AM 0.9 2.5 73.5 44 56.2 1113 1.84 2048
‐ ‐‐‐ ‐‐ ‐‐‐ ‐‐ ‐‐‐ ‐‐ ‐‐‐ ‐‐ ‐‐‐ ‐
c ‐ Nozzle Coefficient of Discharge Q0= 29.83cd2 √p Map:
d ‐ Diameter of Flow Outlet in Inches
Ps ‐ Static Pressure (PR ‐ 20)0.54
p ‐ Pitot Gage Pressure in PSI (PR ‐ PS)0.54
PR ‐ Residual Pressure
Q0 ‐ Observed Flow Q20=Q0 * M
M ‐ Multiplier for Extrapolated Flow
Q20 ‐ Extrapolated Flow at 20 PSI
Note:

NORTH
The pressures and resultant flows shown above were observed at the date and time indicated. Use of these results are at your risk. There is no guarantee these results can be duplicated. 123456
Location
102 Hallock Dr. ‐ FLOW H632 ‐ PRESSURE TEST H606
Observed Pressures (PSI) Flow Rates (GPM)
Test No.

M=
Hallock Dr.

HWY 126
68 319
Q (gpm) Head (FT)* Pressure (PSI)

0.0 169.6 73.5
1113.0 129.7 56.2
2048.0 46.2 20.0
Pressure --> Head Calculation
HGL = Psf/g + z z = Pump Elevation*
g = 62.4 lbs/cf
Psf = psi* 144 si/sf
HGL = P*144/62.4 + z
HGL = P*2.31
*Elevation head is added into the WaterCAD model

PRESSURE INPUT CACLULATIONS
102 Hallock Drive. Flow H632 - Pressure Test H606
* Head is assumed above mean sea level.
69 320

WATERCAD JUNCTION MAP
EA1 INTERIM BUILDOUT (200-ZONE CONSTRUCTION PHASE)
Element Details
ID Notes 332
Label H606
Pump Definition Type
Standard (3
Point) Pump Definition Type Design Head 129.70 ft
Shutoff Flow 0 gpm Maximum Operating Flow 2,048 gpm
Shutoff Head 169.60 ft Maximum Operating Head 46.20 ft
Design Flow 1,113 gpm
Pump Efficiency Type
Multiple
Efficiency
Points
Pump Efficiency Type
Is Variable Speed Drive? False
Motor Efficiency 100.0 %
Flow-Efficiency Curve
Efficiency
(%)
Flow
(gpm)
Transient (Physical)
Inertia (Pump and Motor) 0.000 lb·ft² SI=25,
US=1280 Specific Speed
Speed (Full) 0 rpm Reverse Spin Allowed? True
4/6/2017
4521-EA1 Master Plan.wtg Jensen Design & Survey, Inc.
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WATERCAD JUNCTION MAP
EA1 INTERIM BUILDOUT (200-ZONE CONSTRUCTION PHASE)
Graph
Head (ft)
175.00
150.00
125.00
100.00

75.00 50.00

25.00 0.00
Flow (gpm)
0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400 4/6/2017
4521-EA1 Master Plan.wtg Jensen Design & Survey, Inc.
71 322

WASTE WATER SYSTEM

MASTER PLAN AMENDMENT

HARVEST AT LIMONEIRA (EAST AREA ONE)
Prepared for: Limoneira Lewis Homebuilders, Inc.
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WASTE WATER SYSTEM MASTER

PLAN AMENDMENT

HARVEST AT LIMONEIRA (EAST AREA ONE)
TRACT NO. 5854

HALLOCK DRIVE AND TELEGRAPH ROAD

SANTA PAULA, CA

Kinsey Hensley, P.E.

July 24, 2023
prepared for:

Limoneira Lewis Homebuilders, Inc.
133 N 10th Street
Santa Paula, CA
prepared by:

Jensen Design & Survey, Inc.
1672 Donlon St.

Ventura, CA 93003
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T A B L E O F C O N T E N T S

1.0 INTRODUCTION ..................................................................................... 5

2.0 EXISTING CONDITIONS ........................................................................... 6

2.1. study area description ............................................................................................................... 6

3.0 DESIGN CRITERIA .................................................................................. 6

3.1. City of Santa Paula Design Standards ........................................................................................ 6

3.2. Wastewater Generation ............................................................................................................ 7

4.0 PROPOSED IMPROVEMENTS .................................................................... 9

4.1. Onsite Improvements................................................................................................................ 9

4.1.1. Phase 1 – Backbone Infrastructure .................................................................................................... 9

4.1.2. Intract Improvements ...................................................................................................................... 11

4.1.3. well discharge .................................................................................................................................. 11

5.0 CONCLUSIONS AND RECOMMENDATIONS ................................................ 12

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L I S T O F F I G U R E S
FIGURE 1: VICINITY MAP ................................................................................. 5

L I S T O F T A B L E S
TABLE 1: SEWER DESIGN CRITERIA ................................................................... 6 TABLE 2: SUMMARY WASTEWATER GENERATION FOR SEWER ............................... 8 TABLE 3: ORIGINAL 2017 SUMMARY WASTEWATER GENERATION FOR SEWER ......... 9

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A P P E N D I C E S
APPENDIX A – ONSITE SEWER DESIGN
EXHIBIT 1 – HAUN CREEK NEIGHBORHOOD SEWER FLOW AREAS
EXHIBIT 2 – FOOTHILL NEIGHBORHOOD SEWER FLOW AREAS
EXHIBIT 3 – SANTA PAULA CREEK NEIGHBORHOOD SEWER FLOW AREAS EXHIBIT 4 – CIVIC DISTRIC SEWER FLOW AREAS
APPENDIX B – OFFSITE SEWER DESIGN & EXHIBITS
EXHIBIT 5 – OFFSITE LAND USE
EXHIBIT 6 – LEMONWOOD STATION 1 SEWER FLOWS
EXHIBIT 7 – OFFSITE SEWER ALIGNMENT
APPENDIX C – SEWER FLOW MONITORING DATA

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1 . 0 I N T R O D U C T I O N
The East Area One (Harvest at Limoneira) project site is comprised of approximately 495 acres and is located in the City of Santa Paula, California. The project site is bounded by Orcutt Creek to the east, hillside agricultural land to the north, Santa Paula Creek to the west, and the Santa Paula Branch Line Railroad to the south. The extents of the project site are shown in Figure 1: Vicinity Map, below.

Figure 1: Vicinity Map
The proposed East Area One project will include various residential neighborhoods which will have a total of 2,050 single-family and multi-family units. The project will also include the Santa Paula Civic District 10.94 acres, which will contain post-secondary educational facilities, community facilities, and community play fields.

A Waste Water System Master plan from August of 2017 and an amendment in 2021 was approved with the backbone infrastructure of Tract 5854 for the original project description, which was for 1,500 residential units, light industrial, commercial, and civic uses. This report will serve as an addendum to the 2021 master sewer study reflecting the changes to the infrastructure known at the date of this report and to support the change in unit count.
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2 . 0 E X I S T I N G C O N D I T I O N S

2.1. STUDY AREA DESCRIPTION
The entirety of Tract 5854 is currently serviced by a 15” diameter sewer main in Telegraph Road installed with the Tract 5854 improvements. This sewer main is connected to the new sewer lift station also constructed with the Tract 5854 improvements (Lemonwood Lift Station 2). This lift station is sized to handle the approved Harvest at Limoneira project as well as the buildout of East Gateway Project Area, as described in the waste water system master plan. This report will analyze the existing pipe capacities onsite based on the current site configuration and proposed increase in unit count using the City of Santa Paula design standards. 3 . 0 D E S I G N C R I T E R I A

3.1. CITY OF SANTA PAULA DESIGN STANDARDS
City of Santa Paula Public Works Department Sewer Design Standards were followed for the design of the proposed improvements for East Area One. A summary of the design standards followed is shown in Table 1:

Sewer Design Criteria, below.

Table 1: Sewer Design Criteria

CRITERION VALUE COMMENT
2 ft/s - 10 ft/s
1/2 depth Pipe sizes 10" and less in diameter
2/3 depth Pipe sizes 12" and larger in diameter

0.0040 8" diameter

0.0028 10" diameter

0.0020 12" diameter

0.0020 14" diameter

0.0016 15" diameter
200 ft 6" - 12" diameter
300 ft 15" - 24" diameter
7 ft Depth from gutter flowline to top of pipe
350 ft 12" diameter and smaller
400 15" diameter and larger

STANDARD DEPTHS

MANHOLE SPACING

VELOCITY

FLOW DEPTH

MINIMUM SLOPE

MINIMUM HORIZONTAL RADIUS OF CURVATURE
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3.2. WASTEWATER GENERATION
Wastewater generation for all residential land uses within East Area One and offsite areas was calculated based on a wastewater flow of 85 gallons per capita day (gpcd) in the original report. Since 2017, the project has completed sewer flow monitoring at three manholes as well as collected water meter readings for 316 onsite homes. The water demand rate equates to 64 gpcd. The City’s sewer master plan assumes 25% of the water use per meter reading is for irrigation, a sewer discharge rate of 75% of water demand would equate to 48 gpcd. Irrigation per lot is routed through the domestic water meter. HOA landscaping onsite is only within the paseo areas and those meter readings are not included in the meter reading summary.

Sewer flow monitoring was completed from October 24, 2022 to November 1, 2022. At the time of the measurements, 520 units were occupied within Harvest at Limoneira. The measured flow rates at the onsite manhole just north of the Railroad tracks on Hallock showed a measured flow rate of 0.084 cfs as shown in Appendix C. Converting this to a per capita flow rate, the assumption of 3.5 people per unit yields a 30 gpcd as an average flow rate and 58 gpcd as a maximum flow rate. These values show that using a 48 gpcd is a reasonable assumption for the sewer master plan calculations as average daily flow.

In addition to the proposed sewer system servicing Tract 5854, it will also be sized to accommodate the parcels between the southerly Tract Boundary and Highway 126, known as East Gateway Project Area. Water demand for those offsite areas that will have sewer service from the proposed improvements in the East Area One project was calculated based on land use, acreage, SFR density, and FAR values obtained from the Santa Paula Water Master Plan, dated October 2005, the East Gateway EIR, dated September 2012, and the East Gateway Specific Plan, dated September 2012. Exhibit 1: Offsite Land Use shows these offsite areas with the contributing to the overall system. A summary of the wastewater generation for Harvest at Limoneira and offsite areas is shown in Table 2: Summary Wastewater Generation for Sewer A summary of the original wastewater generation for East Area One including offsite areas is shown in Table 3: 2021 Sewer Amendment Summary Wastewater Generation for Sewer, below.
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Table 2: Summary Wastewater Generation for Sewer
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Table 3: 2021 Sewer Amendment Summary Wastewater Generation for Sewer 4 . 0 P R O P O S E D I M P R O V E M E N T S

4.1. ONSITE IMPROVEMENTS

4.1.1. PHASE 1 – BACKBONE INFRASTRUCTURE
Phase 1 improvements included all of the backbone infrastructure needed to serve the project area. All sewer piping is PVC and ranges in size from 8” to 15”, with 4” and 6” laterals serving individual lots. All manholes will be 60” diameter polymer manholes. Sewer depths and slopes are shown on the Tract 5854 Improvement plans City of Santa Paula Drawing Number 40.35.04. The system is shown in Exhibits 2-58 and the system design calculations are shown in Table B1: Onsite Sewer Manhole Depths and Table B2: Onsite Sewer Design Calculations located in Appendix B – Onsite Sewer Design. In some cases, the updated flow data shows that existing infrastructure will not meet the 2 feet per second velocity. In these cases, they are at the upstream end 332
WASTE WATER SYSTEM MASTER PLAN – AMENDMENT HARVEST AT LIMONEIRA (EAST

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of the system, or are in line with well discharge points. The well discharge flow will assist in cleaning the lines.

Below is a summary of the layout of the proposed system:

Line C (reaches 1-2): Line C runs northwest to southeast and is located in Hallock Drive. It serves as the backbone for conveying the majority of onsite flows to offsite Line B which leads to the new Lemonwood lift station 2.

Line D (reaches 3-7): Line D runs west to northeast and is located in Santa Paula Street. It serves the startup flows from Wells 7 and 8, the sports park, and part of the civic use area D2 and connects into Line C. The velocities in this segment of pipe are between 1fps and 2fps. This segment of line will have well startup flows that will increase the velocities once a day and clean the lines.

Line E (reaches 8-9, 11-14): Line E is located in Limoneira Lane. It serves all of the Haun Creek Neighborhood and a portion of the Foothill Neighborhood and connects into Line C.

Line F (reaches 16-25): Line F is located in Haun Creek Drive. It serves a portion of Haun Creek Neighborhood and connects into Line E. This sewer line was upsized to accommodate for the Well 6 discharge flow rate. The average daily flow velocities are between 1 and 2 fps with the very upstream end being the service lateral for a single unit not meeting the 1 fps flow rates. This segment of line will have well startup flows that will increase the velocities once a day and clean the lines.

Line G (reach 26): Line G is located in the lower middle of Haun Creek Neighborhood. It serves a portion of Haun Creek Neighborhood and connects into Line F.

Line H (reaches 27-32): Line H runs north to south and is located in Santa Paula Street. It serves the residential use areas, Recreation Center, a portion of Foothill Neighborhood, and all of Santa Paula Creek Neighborhood and connects into Line C.

Line I (reaches 33-39): Line I runs west to east and is located in Harvest Loop West. It serves the majority of the Santa Paula Creek Neighborhood and connects into Line H. A small stretch of this pipe will have velocities between 1 and 2 fps because it is at the upstream end of the system.

Line J (reach 40): Line J runs east to west and is located in the Harvest Loop East. It serves a portion of the Foothill Neighborhood and connects into Line H.

Line K (reach 41): Line K runs north to south and is an 8” sewer stub located in Harvest Loop Road at the western Santa Paula Creek Neighborhood internal street. It serves a portion of the Santa Paula Creek Neighborhood and connects into Line I.

Line L (reach 42): Line L runs north to south and is an 8” sewer stub located in Harvest Loop Road at the central Santa Paula Creek Neighborhood internal street. It serves a portion of the Santa Paula Creek Neighborhood and connects into Line I.

Line M (reach 43): Line M runs north to south and is an 8” sewer stub located in Harvest Loop Road at the eastern Santa Paula Creek Neighborhood internal street. It serves a portion of the Santa Paula Creek Neighborhood and connects into Line I.

Line N (reach 44): Line N runs north to south and is an 8” sewer stub located in the Harvest Loop Road at the western Foothill Neighborhood internal street. It serves a portion of the Foothill Neighborhood and connects into Line J.

Line O (reach 45): Line O runs north to south and is an 8” sewer stub located in the Harvest Loop Road at the central Foothill Neighborhood internal street. It serves a portion of the Foothill Neighborhood and in the future will travel south and connect to Line E.
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Line P (reach 46): Line P runs north to south and is an 8” sewer stub located in the Harvest Loop Road at the eastern Foothill Neighborhood internal street. It serves a portion of the Foothill Neighborhood and in the future will travel south and connect to Line G.

Line R (reach 15): Line R runs west to east and is an 8” sewer stub located at the intersection of Autumn Path Lane and Limoneira Lane. It serves a portion of the multi-family lot in the Haun Creek Neighborhood and connects to Line E. This line velocity is between 1 and 2 fps because it is at the upstream end of the system.

Line S (reach 10): Line S runs north to south and is an 8” sewer stub location on Packinghouse Street. It serves a portion of the multi-family lot in the Haun Creek Neighborhood and connects to Line E.

4.1.2. INTRACT IMPROVEMENTS
All in-tract neighborhood sewer improvements will be 8” in size. All sewer mains located in private streets will have sewer easements dedicated to the City and will be public.

4.1.3. WELL DISCHARGE
Currently three wells are proposed and designed into the Tract 5854 improvements. Well 6 is located on the east side of the project and has a flow rate of approximately 1,000 gallons per minute. The well startup discharge would connect into the 10” diameter Line ‘F’.

Well 7 and 8 are both located on the west side of the property in the Santa Paula Creek linear park. Well 7 is designed to be 2,500 gpm and Well 8 is designed to be 1,500 gallons per minute. As a requirement post project approval, the City desired the wells startup water to be connected into the sewer system and not discharged to the surface. Sewer line ‘D’ has been extended to Well 7 within Santa Paula Street and Harvest Loop. Well 8 will tie into a 12” sewer main that runs through the sports park or Parcel F of Tract 5854. The startups for the wells are instantaneous in nature and therefore in these conditions, the sewer pipelines can flow full. It is assumed each well start up time will be offset from the others. Only one well can discharge into the system at one time.

Well 7 startup will need to be controlled to not discharge more than a rate of 1,500 gpm.

Table 4: Sewer Flows for pipes carrying Well 8 Discharge LINE # DIAMETER MIN SLOPE

SEWER DESIGN FLOW (CFS)
(FROM SEWER REPORT TABLE
B2)

MAX FLOW W/

WELL DISCHARGE (CFS)
FLOW
DEPTH
SPORTS PARK 12" 2.00% - 3.34 6.1"
LINE ‘D’ 12" 0.50% 0.05 3.39 10.3"
LINE ‘C’ 15" 0.30% 0.84 4.18 11.3"
OFFSITE 15" 0.30% 2.30 5.69 15"

4.2 OFFSITE IMPROVEMENTS
East Area One constructed a new lift station known as Lemonwood Lift Station 2 located at the end of Old Hallock Drive, south of Highway 126. The onsite flows come through a new 15” sewer line west on Telegraph, south on a private parcel, under Highway 126, and into Lift Station 2. The lift station then pumps effluent south and west on Lemonwood drive in a force main to Santa Paula Creek where it crosses under Santa Paula Creek to a gravity manhole just west of the Creek. See Exhibit 7 for location and alignment. Flows will continue west to the Santa Paula Sewer Treatment Plant in Santa Maria Street.

The existing Lemonwood Lift Station 1 is located at the end of Quail Court. This lift station originally serviced a portion of the area south of the East Area One project as shown on Exhibit 6. Lift Station 1 will remain 334
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operational and will service the area west of Lift Station 2. Everything West of Lift Station 2, will remain to gravity feed to Lift Station 1, where it will then be pumped east to Lift Station 2. Everything east of Lift Station 2 will gravity feed to Lift Station 2 through newly constructed pipes. Lift Station 2 will then be the only lift station to pump effluent westerly across Santa Paula Creek and therefore will handle all sewer flows East of Santa Paula Creek.

Lift Station 2 was designed by Romtec Utilities. The lift station includes a 12’ diameter wet well with three 15 HP submersible chopper pumps. Two pumps are duty pumps and one is a backup pump. Each pump has a pumping rate of 550 GPM and a TDH of 70.3 feet. More detailed information can be found in the O&M plan prepared by Romtec at the time of the lift station turnover to the City of Santa Paula. The lift station also includes a 33,200 gallon emergency storage tank buried at the depth of the wet well. 5 . 0 C O N C L U S I O N S A N D R E C O M M E N D A T I O N S The existing infrastructure constructed to date has been designed in accordance with City approved plans and reports. The system can handle the increase in unit count from the Harvest at Limoneira project. 335

APPENDIX A

ONSITE SEWER DESIGN & EXHIBITS

13 336
LAND USE UNITS 2021 UNIT
COUNT
AREA
(ACRES)
SEWER

GNEERATION
RATES6,7

AVERAGE

DAILY WATER

FLOW (GPM)

AVERAGE DAILY

WASTEWATER
FLOW (GPM)5

PEAK DAILY WET

WASTEWATER

FLOW (GPM)
(3xADWF)

PEAK HOUR

FLOW (GPM)
(2xADWF)
Residential 2050
Santa Paula Creek Neighborhood 489 239 48 gpcd7
- 57.1 171.2 114.1
Foothill Neighborhood 554 554 48 gpcd7- 64.6 193.9 129.3 Haun Creek Neighborhood 586 586 48 gpcd7- 68.4 205.1 136.7 Parcel C (PM 6065/Tract 6074) 121 121 48 gpcd7- 14.1 42.4 28.2 Parcel A Lots 1-3 300 0 48 gpcd7- 35.0 105.0 70.0
Light Industrial 0 25,000 2.49 gal/SF/YR
Commercial 0 215,000 15.1 gal/SF/YR
Civic/Institutional 9.23 10.94 1.81 AF/YR/acre 12.3 9 27.6 18.4 EAST AREA ONE SUBTOTAL 12.3 248.4 745.1 496.7
Residential1
8 85 gpcd7- 1.7 5.0 3.3
Light Industrial2
186,008 14.2 2.49 gal/SF/YR 0.9 0.7 2.0 1.3
East Gateway North (Retail)3
20,574 2.1 2.49 gal/SF/YR 0.1 0.1 0.2 0.1
East Gateway South (Retail)3
326,511 32.6 2.49 gal/SF/YR 1.5 1.2 3.5 2.3
Industrial2
764,478 58.5 15.1 gal/SF/YR 22.0 16.5 49.4 32.9
Highway Commercial4
600,039 55.1 15.1 gal/SF/YR 17.2 12.9 38.8 25.9

OFFSITE (EAST GATEWAY PROJECT AREA)

SUBTOTAL

41.7 32.9 98.8 65.9
TOTAL 54.0 281.3 844.0 562.6
FLOW TO LEMONWOOD LIFT STATION #28

54.0 281.3 844.0 562.6
[1] Assuming 1 unit per parcel
[2] FAR=0.30 per East Gateway EIR Appendix 2.0
[3] FAR=0.23 per East Gateway Specific Plan
[4] FAR=0.25 per East Gateway EIR Appendix 2.0
[5] Demand rates per 75% water demand - applicable to all land uses [6] 3.5 people per household
[7] Calculated Water Demand based on 2022 water meter readings is 64 gpd/capita - residential sewer flow would be 75% of 64 = 48 gpd/capita [8] Inflow in final condition post project improvements

EAST AREA ONE

OFFSITE (EAST GATEWAY PROJECT AREA)

EAST AREA ONE

SUMMARY WASTEWATER GENERATION FOR SEWER
14 337
SSMH #

RIM ELEV
(ft)

U/S INVERT
ELEV (ft)

DEPTH TO
INVERT (ft)
1 313.85 298.52 15.33
2 316.33 303.35 12.98
3 319.68 304.50 15.18
4 321.27 306.25 15.02
5 321.58 308.02 13.56
6 320.35 309.31 11.04
7 321.16 310.82 10.34
8 322.43 312.18 10.25
9 313.11 299.34 13.77
10 312.89 299.55 13.34
11 311.43 300.68 10.75
12 311.25 300.95 10.30
13 314.45 302.07 12.38
14 317.29 303.90 13.39
16 317.98 304.57 13.41
17 321.64 306.37 15.27
18 318.15 308.13 10.02
19 319.91 308.81 11.10
20 325.86 317.50 8.36
21 332.07 322.63 9.44
22 333.45 323.52 9.93
23 339.20 330.48 8.72
24 348.74 340.78 7.96
25 353.42 345.06 8.36
26 321.64 309.26 12.38
27 328.03 318.89 9.14
28 334.78 326.92 7.86
29 341.54 330.66 10.88
30 346.44 332.48 13.96
31 347.02 337.53 9.49
32 346.52 339.00 7.52
33 348.49 340.73 7.76
34 350.48 342.44 8.04
35 351.65 343.48 8.17
36 352.11 344.52 7.59
37 351.80 344.75 7.05
38 347.03 336.75 10.28
39 349.31 341.59 7.72
40 343.85 334.91 8.94
D 323.34 313.18 10.16
8A 323.68 313.63 10.05
8B 324.38 314.03 10.35
TABLE B1: ONSITE SEWER MANHOLE DEPTHS

EAST AREA ONE
15 338
REACH ID LINE ID DESCRIPTION END SSMH#
START
SSMH# FLOW (gpm) FLOW (cfs) FLOW IDs/DESCRIPTION PIPE SIZE (in) END INVERT (ft) START INVERT (ft) LENGTH (ft) SLOPE (ft/ft) VELOCITY (ft/s) FLOW DEPTH (in) % FULL 1 C Hallock Dr @ Packing House St. 1 2 414.7 0.924 All except A1-A13, B2 & B3 15 298.52 303.35 327.82 0.0140 4.50 3.4 22.72 C Hallock Dr 2 3 309.7 0.690 All except A1-A13, B2, B3 & D1 15 303.35 304.50 295.07 0.0030 2.45 4.2 28.03 D Hallock Dr @ Santa Paula St 3 4 22.9 0.051 D2+Sports 12 304.50 306.25 245.00 0.0070 1.46 1.1 9.24 D S. Santa Paula St 4 5 22.93 0.0511 D2+Sports 12 306.25 308.02 334.28 0.0050 1.25 1.2 10.05 D S. Santa Paula St 5 6 22.93 0.0511 D2+Sports 12 308.02 309.31 237.34 0.0050 1.25 1.2 10.06 D S. Santa Paula St 6 7 0.00 0.0000 Sports 12 309.31 310.82 282.35 0.0050 0.30 0.07 D S. Santa Paula St 7 8 0 N/A Sports 12 310.82 312.18 251.01 0.0050 N/A N/A N/A8 E Packing House St. 1 9 330.4 0.736 A1-A13, B2 & B3 12 298.52 299.34 169.95 0.0030 2.60 4.7 39.29 E Packing House St. 9 10 318.5 0.710 A1-A12, B2 & B3 12 299.34 299.55 36.27 0.0030 2.50 4.7 39.2 10 S Packing House St. 10 CAP 42.0 0.094 A1 8 299.68 300.17 45.50 0.0108 2.20 1.4 17.511 E Packing House St. 10 11 288.4 0.643 A2-A13, B2 & B3 12 299.55 300.68 342.32 0.0030 2.43 4.4 36.712 E Packing House St. 11 12 288.4 0.643 A2-A13, B2 & B3 12 300.68 300.95 57.39 0.0030 2.43 4.4 36.713 E Limoneira Lane 12 13 288.4 0.643 A2-A13, B2 & B3 12 300.95 302.07 340.26 0.0030 2.43 4.4 36.714 E Limoneira Lane 13 14 288.4 0.643 A2-A13, B2 & B3 12 302.07 303.90 287.37 0.0050 2.97 3.8 31.715 R Limoneira Lane @ Autumn Path 14 CAP 11.9 0.027 A13 8 303.90 304.54 57.39 0.0110 1.38 0.8 10.016 F Autumn Path Lane 14 16 276.5 0.616 A2-A12 & B2 & B3 12 303.63 304.57 168.00 0.0050 2.97 3.7 30.817 F Autumn Path Lane 16 17 13.3 0.030 A4-A12 12 304.57 306.37 339.62 0.0050 1.02 1.0 8.318 F Autumn Path Lane 17 18 10.9 0.024 A5-A12 12 306.37 308.13 327.22 0.0050 0.99 0.8 6.719 F Autumn Path Lane 18 19 10.9 0.024 A5-A12 12 308.13 308.81 99.21 0.0050 0.99 0.8 6.720 F Autumn Path Lane 19 20 8.4 0.019 A6-A12 10 308.81 317.50 309.44 0.0280 1.98 0.5 5.021 F Autumn Path Lane 20 21 6.7 0.015 A7-A12 10 317.50 322.63 323.29 0.0160 1.12 0.6 6.022 F Autumn Path Lane 21 22 4.6 0.010 A8-A12 10 322.63 323.20 69.77 0.0080 1.04 0.5 5.023 F Autumn Path Lane 22 23 4.2 0.009 A9-A12 8 323.52 330.48 230.62 0.0300 1.61 0.4 5.024 F Autumn Path Lane 23 24 2.8 0.006 A10-A12 8 330.48 340.78 303.09 0.0340 1.08 0.4 5.025 F Autumn Path Lane 24 25 0.4 0.001 A12 8 340.78 345.06 152.67 0.0280 0.33 0.2 2.526 G Autumn Path Lane Internal 16 CAP 263.2 0.586 A2,A3,B2 & B3 12 304.57 305.47 58.50 0.0154 4.29 2.8 23.327 H N. Santa Paula St 3 26 286.8 0.639 B1, C1-C4 & D3, D4 12 304.50 309.26 224.28 0.0210 4.99 2.6 21.728 H N. Santa Paula St 26 27 286.8 0.639 B1, C1-C4 & D3, D4 12 309.26 318.89 315.72 0.0300 5.33 2.5 20.829 H N. Santa Paula St 27 28 244.4 0.545 B1, C1-C4, & D4 10 318.89 326.92 339.30 0.0230 5.05 2.5 25.030 H N. Santa Paula St 28 29 244.4 0.545 B1, C1-C4, D4 10 326.92 330.66 339.90 0.0110 3.75 3.1 31.031 H N. Santa Paula St 29 30 244.4 0.545 B1, C1-C4 & D4 10 330.66 332.48 309.87 0.0060 3.08 3.6 36.032 H N. Santa Paula St 30 CAP 16.1 0.036 C1 8 332.48 334.02 102.50 0.0150 1.84 0.8 10.033 I West Harvest Loop 30 31 155.1 0.345 C2-C4, D4 8 332.48 337.53 340.79 0.0150 3.66 2.5 31.334 I West Harvest Loop 31 32 155.1 0.345 C2-C4 8 337.53 339.00 274.07 0.0050 2.60 3.2 40.035 I West Harvest Loop 32 33 86.1 0.192 C3-C4 8 339.00 340.73 325.82 0.0050 2.40 2.2 27.336 I West Harvest Loop 33 34 86.1 0.192 C3-C4 8 340.73 342.44 322.28 0.0050 2.40 2.2 27.337 I West Harvest Loop 34 35 29.4 0.066 C4 8 342.44 343.48 188.06 0.0050 1.54 1.4 17.538 I West Harvest Loop 35 36 29.4 0.066 C4 8 343.48 344.52 188.06 0.0050 1.54 1.4 17.540 J East Harvest Loop 30 38 68.6 0.153 B1 8 332.48 336.75 227.00 0.0190 3.19 1.6 20.041 K West Harvest Loop 36 CAP 29.4 0.066 C4 8 344.62 345.52 46.00 0.0210 2.34 1.1 13.842 L West Harvest Loop 34 CAP 56.7 0.126 C3 8 342.54 342.98 43.55 0.0100 2.36 1.7 21.343 M West Harvest Loop 32 CAP 69.0 0.154 C2 8 339.10 340.00 43.50 0.0210 3.21 1.6 20.044 N West Harvest Loop 38 CAP 68.6 0.153 B1 8 336.95 337.85 47.50 0.0190 3.19 1.6 20.045 O East Harvest Loop 39 CAP 72.8 0.162 B2 8 341.59 341.85 52.50 0.0060 2.13 2.2 27.546 P East Harvest Loop 40 CAP 52.5 0.117 B3 8 334.91 335.41 47.50 0.0110 2.44 1.6 20.0 TABLE B2: ONSITE SEWER DESIGN

EAST AREA ONE
16 339
17 340
18 341
19 342
20 343

APPENDIX B

OFFSITE SEWER DESIGN & EXHIBITS

21 344
22 345
23 346
24 347
25 348
SSMH #

RIM ELEV
(ft)

U/S INVERT
ELEV (ft)

DEPTH TO
INVERT (ft) NOTES
1 313.85 298.42 15.43 FIRST ONSITE MANHOLE
500 261.33 252.47 8.86 S MOUNTAIN ROAD
501 261.91 253.34 8.57
502 264.62 255.15 9.47
503 267.96 257.00 10.96
504 269.45 262.18 7.27
505 272.02 265.11 6.91
506 276.47 268.94 7.53
507 282.19 272.96 9.23
E SP 300.93 296.96 N/A EAST SP CREEK BRIDGE FORCE MAIN
W SP 300.64 296.74 N/A WEST SP CREEK BRIDGE FORCE MAIN
LS OUT 290.26 285.00 5.26 LIFT STATION LOCATION (INV OUT) LS IN 290.26 271.35 18.91 LIFT STATION LOCATION (INV IN) 508A 290.28 271.45 18.83
508 287.97 272.02 15.95
509 288.09 275.65 12.44
510 288.79 276.79 12.00
511 291.28 278.28 13.00
512 292.22 281.26 10.96
513 297.81 285.41 12.40
514 303.44 293.92 9.52
515 305.42 294.90 10.52
516 307.46 295.89 11.57
517 313.57 296.97 16.60
518 315.46 297.75 17.71
519A 288.89 272.23 16.66
519 288.72 272.40 16.32
520 284.92 273.43 11.49
521 282.69 274.76 7.93
522 280.58 275.38 5.2
600 306.02 297.06 8.96
601 302.11 297.26 4.85
602 303.33 298.16 5.17
603 310.04 298.94 11.1
604 309.03 299.58 9.45
605 309.05 300.33 8.72
606 309.37 301.54 7.83

EAST AREA ONE
TABLE C1: OFFSITE SEWER MANHOLE DEPTHS
26 349

REACH ID LINE ID DESCRIPTION
END
SSMH#
START
SSMH#

PEAK WET

WEATHER
FLOW (gpm)
FLOW
(cfs) FLOW DESCRIPTION

PIPE SIZE
(in)
END
INVERT
(ft)
START
INVERT
(ft)
LENGTH
(ft)
SLOPE
(ft/ft)

VELOCITY
(ft/s)
% FULL
47 A E Santa Clara St at S Mountain Road 500 501 805.95 1.796 All EA1 and EA2 (except 76.92% Ind EA2) 15 252.47 253.34 134.09 0.0065 4.26 37.3 48 A E Santa Clara St 501 502 805.95 1.796 All EA1 and EA2 (except 76.92% Ind EA2) 15 253.34 255.15 265.92 0.0068 4.38 36.7 49 A E Santa Clara St 502 503 805.95 1.796 All EA1 and EA2 (except 76.92% Ind EA2) 15 255.15 257.00 270.82 0.0068 4.38 36.7 50 A E Santa Clara St 503 504 805.95 1.796 All EA1 and EA2 (except 76.92% Ind EA2) 15 257.00 262.18 339.20 0.0153 5.91 29.3 51 A E Santa Clara St 504 505 805.95 1.796 All EA1 and EA2 (except 76.92% Ind EA2) 15 262.18 265.11 339.94 0.0086 4.80 34.7 52 A E Santa Clara St 505 506 805.95 1.796 All EA1 and EA2 (except 76.92% Ind EA2) 15 265.11 268.94 341.65 0.0112 5.13 32.7 53 A Gravity to E Santa Clara St 506 507 805.95 1.796 All EA1 and EA2 (except 76.92% Ind EA2) 15 268.94 272.96 267.65 0.0150 5.69 30.7 54 A Force main to gravity line after bridge 507 W SP 805.95 1.796 All EA1 and EA2 (except 76.92% Ind EA2) 8 (FM) 272.96 272.23 254.03 N/A N/A N/A 55 A Santa Paula Creek Bridge W SP E SP 805.95 1.796 All EA1 and EA2 (except 76.92% Ind EA2) 8 (FM) 272.23 272.23 172.75 N/A N/A N/A 56 A Force main to lift station at Old Hallock Dr E SP LS OUT 805.95 1.796 All EA1 and EA2 (except 76.92% Ind EA2) 8 (FM) 272.23 272.23 2,548.70 N/A N/A N/A 57 B Lift Station at Old Hallock LS IN 508A 783.79 1.746 All EA1, 86.9% Hwy Com EA2 & Res EA2 15 271.35 271.35 0.42 0.0050 3.91 39.3 58 B Lift Station at Old Hallock 508A 508 783.79 1.746 All EA1, 86.9% Hwy Com EA2 & Res EA2 15 271.45 271.92 94.52 0.0050 3.91 39.3 59 B Old Hallock Dr 508 509 783.79 1.746 All EA1, 86.9% Hwy Com EA2 & Res EA2 15 272.02 275.55 255.31 0.0138 5.54 30.7 60 B Old Hallock Dr 509 510 783.79 1.746 All EA1, 86.9% Hwy Com EA2 & Res EA2 15 275.65 276.69 207.62 0.0050 3.91 39.3 61 B Highway 126 Crossing 510 511 783.79 1.746 All EA1, 86.9% Hwy Com EA2 & Res EA2 15 276.79 278.18 277.87 0.0050 3.91 39.3 62 B Parallel Whipple Rd (east) 511 512 783.79 1.746 All EA1, 86.9% Hwy Com EA2 & Res EA2 15 278.28 281.16 192.09 0.0150 5.74 29.3 63 B Parallel Whipple Rd (east) 512 513 783.79 1.746 All EA1, 86.9% Hwy Com EA2 & Res EA2 15 281.26 285.31 270.00 0.0150 5.74 29.3

7.36 B Parallel Whipple Rd (east) 513 514 783.79 1.746 All EA1, 86.9% Hwy Com EA2 & Res EA2 15 285.41 293.82 270.00 0.0311 8.77 24.7 65 B Telegraph Rd 514 515 783.79 1.746 All EA1, 86.9% Hwy Com EA2 & Res EA2 15 293.92 294.80 296.16 0.0030 6.80 21.3 66 B Telegraph Rd 515 516 745.12 1.660 All EA1 15 294.90 295.79 295.01 0.0030 3.19 44.0 67 B Telegraph Rd @ Hallock Dr 516 517 745.12 1.660 All EA1 15 295.89 296.77 295.01 0.0030 3.19 44.0 68 B Hallock Dr 517 518 745.12 1.660 All EA1 15 296.97 297.65 227.00 0.0030 3.19 44.0 69 B Hallock Dr 518 1 745.12 1.660 All EA1 15 297.75 298.42 221.30 0.0030 3.19 44.0 70 B2 Lift Station 508A 519A 22.17 0.049 13.1% Hwy Com EA2, all EG, LI EA2 & 23.08% Ind EA2 8 272.03 272.13 20.05 0.0050 1.49 15.0 71 B2 Lift Station Site 519A 519 22.17 0.049 13.1% Hwy Com EA2, all EG, LI EA2 & 23.08% Ind EA2 8 272.23 272.30 13.15 0.0050 1.49 15.0 72 B2 East PL 519 520 22.17 0.049 13.1% Hwy Com EA2, all EG, LI EA2 & 23.08% Ind EA2 8 272.40 273.33 185.52 0.0050 1.49 15.0 73 B2 Northeast PL 520 521 22.17 0.049 13.1% Hwy Com EA2, all EG, LI EA2 & 23.08% Ind EA2 8 273.43 274.66 248.45 0.0050 1.49 15.0 74 B2 Lemonwood Dr 521 522 22.17 0.049 13.1% Hwy Com EA2, all EG, LI EA2 & 23.08% Ind EA2 8 274.76 275.38 127.43 0.0050 1.49 15.0 81 PS Packinghouse Sewer Interim Condition
75 PS Packinghouse Sewer Final Condition 600 601 2.82 0.006 Packinghouse & EA2 Gateway (North) 8 297.06 297.16 22.86 0.0050 0.7 6.3 76 PS Packinghouse Sewer Final Condition 601 602 2.82 0.006 Packinghouse & EA2 Gateway (North) 8 297.26 298.15 174.75 0.0050 0.7 6.3 77 PS Packinghouse Sewer Final Condition 602 603 2.53 0.006 Packinghouse 8 298.16 298.84 149.4 0.0050 0.7 6.3 78 PS Packinghouse Sewer Final Condition 603 604 2.53 0.006 Packinghouse 8 298.94 299.48 118.94 0.0050 0.7 6.3 79 PS Packinghouse Sewer Final Condition 604 605 2.53 0.006 Packinghouse 8 299.58 300.21 137.81 0.0050 0.7 6.3 80 PS Packinghouse Sewer Final Condition 605 606 2.53 0.006 Packinghouse 8 300.33 301.54 22.05 0.0560 1.08 5.0 TABLE C2: OFFSITE SEWER DESIGN CALCULATIONS

EAST AREA ONE
27 350
Peak Daily Wet Wastewater Flow (PDWF) 844 gpm
Average Daily Wastewater Flow (ADWF) 281 gpm
Peak Hour Flow (PHF) 563 gpm
Average Daily Volume (ADWF x 1440) 405,103 gallons
Pump capacity 550 gpm

WET WELL SIZING
Diameter 12 ft
Inlet Invert 271.4 ft
Outlet Invert 284.3 ft
Force Main Max Elevation 297.1 ft
Rim Elevation 290.4 ft
Wet Well Bottom Elevation 262.4 ft
Wet Well Depth 28.1 ft
Intake Elevation 262.85 ft
Impeller C/L Elevation 263.35 ft
Maximum pump starts per hour 4
Required volume per pump cycle (based on PDWF) 12,659 gallons Number of pumps (2 backbone, 1 backup) 3
High Water Level (Pumps ON) 270.4 ft
Low Water Level (Pumps OFF) 264.85 ft
Height (pump on-pump off elevations) 5.5 ft
Required Wet Well Storage Volume1
551 ft3
Wet Well Storage Volume 622 ft3
Wet Well Storage Volume 4,653 gallons
Required Emergency Storage 1 hr
Required Emergency Volume (based on PHF) 33,758.59 gallons Wet Well Emergency Depth 11.15 ft
Wet Well Emergency Storage Volume 9,433.20 gallons
Required Emergency Storage Tank Volume 24,325 gallons
Storage Tank Length 55 ft
Storage Tank Diameter 10 ft
Provided Emergency Storage Tank Volume 33,200.00 gallons Total Emergency Storage Provided 42,633 ft3
Emergency Storage Time Provided (based on PHF) 1.26 hr
[1] Per Equation 12-8; Jones, Garr M. Pumping Station Design.

TABLE A1: WET WELL DESIGN

LIFT STATION FLOWS

EMERGENCY STORAGE

EAST AREA ONE
28 351

CONTRIBUTING
AREA #

PARCEL OWNER LAND USE

WATER DEMAND
RATES
AREA
(ACRES)

AVERAGE DAILY

WATER FLOW
(GPM)

AVERAGE DAILY

WASTEWATER
FLOW1
(GPM)

PEAK WET

WEATHER WW

FLOW RATE
(GPM)

PEAK DRY

WEATHER WW

FLOW RATE
(GPM)
1 107-0-044-040 Limoneira Highway Commercial315.1 gal/SF/YR 2.8 0.9 0.6 1.9 1.3 2 107-0-046-015 Ashdon Highway Commercial315.1 gal/SF/YR 1.6 0.5 0.4 1.1 0.8 3 107-0-210-535 Holzapfel Highway Commercial3

15.1 gal/SF/YR 3.2 1.0 0.7 2.2 1.5
4 107-021-0-055 Abriza Light Industrial22.49 gal/SF/YR 5.5 0.3 0.3 0.8 0.5 5 107-0-043-035 Rushing Light Industrial2

2.49 gal/SF/YR 8.7 0.5 0.4 1.2 0.8
6 Lemonwood Varies Industrial215.1 gal/SF/YR 55.5 20.8 15.6 46.9 31.2 TOTAL 24.1 18.1 54.2 36.1
Lemonwood Lift Station 1 Existing Wastewater Flow
29 352

APPENDIX C

SEWER MANHOLE MONITORING
30 353

HARVEST AT LIMONEIRA SEWER ANALYSIS
SEWER FLOW MONITORING WAS COMPLETE FROM 10-24-22 TO 11-1-22 520 units are occupied
Table 1: Hallock Drive (15")
Velocity (fps) Depth Flow (mgd) Flow (cfs)
Sewer demand
at a gpcd (3.5
ppl)
Average 0.924 1.893 0.054 0.083538 29.67
Maximum 1.37 2.9 0.106 0.163982 58.24
Minimum 0.25 0.93 0.007 0.010829 3.85
31 354
2022.10 Hallock Dr MH
MH at ~18201 E. Telegraph Rd
MH in SB lane of N. Hallock Dr, SW of
address
X
Install Date: 10/24/2022
Access: System Type:

Sanitary Storm
Map
Technology
Flow Meter
Meter Depth: 191"
MH Coordinates: 34.361986, -119.042934
Slow to moderate open channel hydraulics.

Avg Velocity Avg Measured Level Multiplier

0.9 fps 1.9" 1.0
Gas
O2 H2S CO LEL

20.9 0 0 0
Notes
No laterals; due to poor hydraulics in selected
MH, monitored US line in DS MH as it provided
best hydraulics during inspection.

Traffic Safety
Used arrow board, cones & signs in accord
w/site-specific CATTCH requirements.

Land Use
Residential Commercial Industrial Trunk
X
South
Manhole Depth
14"
212"
Round
14"/14"
Flow Heading
Sensor Direction
Sensor Dist. to Crown
Sensor Offset
Velocity Profile Data
Velocity Profile Taken
Silt
Manhole Material
Pipe Condition
Pipe Shape
Inner Pipe Size (In/Out)
Monitored Pipe Size
Lewis Management Co
Santa Paula, CA 93060
MH # unknown
Site Report
Confidential Proprietary Information
11/04/2022
Manhole Location
Good
Concrete
None observed
Passed

0.4 2-D

21.1"

7.1"
Upstream N
32 355
2022.10 Hallock Dr MH
MH at ~18201 E. Telegraph Rd
Santa Paula, CA 93060
Meter Site Document
Manhole Before Install
Installed
Site
Installation Process
Upstream Monitored Pipe Size
33 356
Temporary Flow Study
Lewis Management Co
2022.10 Hallock Dr MH
Utility Systems, Science and Software
Santa Ana, CA 92705
601 N. Parkcenter Dr, Suite 209
Meter Start Date From 10/24/2022
Meter Stop Date To 11/1/2022
Velocity (fps) Level (in) Flow (mgd)
Average 0.924 1.893 0.054
Maximum 1.370 2.900 0.106
Minimum 0.250 0.930 0.007
Pipe Size 14.000
Estimated Capacity (mgd) Not Calculated
Capacity Used Not Calculated
Sensor Type Hach - Flodar
El Cajon, CA 92021
9314 Bond Av, Suite A
34 357
Report Date: 11/04/2022
Customer: Lewis Management Co
Group: Santa Paula Sewer FM
Site: 2022.10 Hallock Dr MH
2022.10 Hallock Dr MH: 10/24/2022 thru 11/01/2022
35 358
Velocity (fps) Level (in) Flow (gpm)
Average 0.905 1.937 37.700 RainFall Inches
Maximum 1.310 2.900 73.908
Minimum 0.250 1.090 4.760 11/04/2022
36 359
Velocity (fps) Level (in) Flow (gpm)
Average 0.942 1.771 34.724 RainFall Inches
Maximum 1.370 2.340 63.326
Minimum 0.530 0.930 8.263 11/04/2022
37 360
11/4/2022 12:08:35 AM
10/24/2022 thru 11/01/2022
38 361

APPENDIX D
Energy Calculations
362
Fuel Type
Off-Road Construction Equipment 353,076 Gallons
On-Road Motor Vehicles 2,765,616 Gallons
Total 3,118,693 Gallons
Off-Road Construction Equipment 0 Gallons
On-Road Motor Vehicles 2,226,942 Gallons
Total 2,226,942 Gallons
Total 14,614.3 kWh
Quantity
Table 1. Summary of Energy Use During Construction
Diesel
Gasoline
Electricity
363
Source Units Buildout
Single Family Housing kWh/yr 4,970,782
Condo/Townhouse kWh/yr 4,208,763
Apartments Low Rise kWh/yr 1,175,511
High School kWh/yr 657,845
City Park kWh/yr -
Water Conveyance kWh/yr 2,669,623
Total Electricty kWh/yr 13,682,524
Single Family Housing kBTU/yr 34,045,809
Condo/Townhouse kBTU/yr 28,578,989
Apartments Low Rise kBTU/yr 5,451,539
High School kBTU/yr 2,279,981
City Park kBTU/yr 0
Total Natural Gas kBTU/yr 70,356,318
Diesel gallons 279,907
Gasoline gallons 1,692,629
Total gallons 1,972,536
Outdoor Use
Buildout Mgal 145.092619
Water and Wastewater Electricity Intensity (kWh/gallon) Supply Water 0.009727
Treat Water 0.000111
Distribute Water 0.001272
Wastewater Treatment 0.001911
Source: CalEEMod User's Guide, Appendix D, Table 9.2
Indoor Water Factor 0.013021
Outdoor Water Factor 0.01111
Notes:

Electricity and Natural Gas for the Proposed Project is total operational usage. Electricity, natural gas, and mobile able 2. Summary of Annual Energy Use During Operatio
Electricity
Natural Gas
Transportation/On-Site Sources
Table 3. Water by Land Use
Land Use Units
Buildout
Indoor Use

81.22599
364
Phase Name Off-road Equipment Type Amount Hours per Day Horsepower Load Factor Number of Days Diesel Fuel Usage
(Gallons per Project)
Site Preparation Rubber Tired Dozers 3 8 367 0.4 238 41,926 Site Preparation Tractors/Loaders/Backhoes 4 8 84 0.37 238 11,835 Building Construction Cranes 1 7 387 0.29 2608 102,444
Building Construction Forklifts 3 8 82 0.2 2608 51,325
Building Construction Generator Sets 1 8 14 0.74 2608 10,808 Building Construction Tractors/Loaders/Backhoes 3 7 84 0.37 2608 85,109 Building Construction Welders 1 8 46 0.45 2608 21,594
Architectural Coating Air Compressors 1 6 37 0.48 549 2,925 Paving Cement and Mortar Mixers 2 8 10 0.56 438 1,962
Paving Pavers 2 8 81 0.42 438 11,921
Paving Paving Equipment 2 8 89 0.36 438 11,227
353,076
Notes:

Equipment assumptions from CalEEMod.

Fuel usage estimate of 0.05 gallons per horsepower-hour is from the SCAQMD CEQA Air Quality Handbook, Table A9-3 E.

Table 4. Off-Road Equipment Fuel Usage During Construction Project Total
365
Worker Vendor Hauling Worker Trips Vendor Trips Haul Trips Worker Vendor Hauling Worker Vendor Hauling Gasoline Diesel Site Preparation 238 18 0 0 4,284 0 0 19 10 20 79,254 0 0 2,826 2,233 Building Construction 2608 1238 237 0 3,228,704 618,096 0 19 10 20 59,731,024 6,304,579 0 2,129,962 2,688,988 Paving 438 15 0 0 6,570 0 0 19 10 20 121,545 0 0 4,334 3,425 Architectural Coatings 549 248 0 0 136,152 0 0 19 10 20 2,518,812 0 0 89,819 70,970 Total - 1519 237 0 3,375,710 618,096 0 n/a n/a n/a 62,450,635 6,304,579 0 2,226,942 2,765,616 Class Gas DSL
Workers 28.04 35.49
Vendor/Haul Trucks 0 6.27
Notes:

Fuel efficiency calculated in Table 6: EMFAC2021 Results - Construction.

Fuel Efficiency
Table 5. On-Road Vehicle Fuel Usage During Construction (Peak Days) Phase
Daily Trips Total Trips Trip Length (Miles) Total Length (Miles) Fuel Consumption (Gallons) Number of Days
366
Vehicle Class Fuel
VMT
(miles per day)
Fuel
(1,000 gal per day)
Fuel Efficiency
(miles per gallon) Fuel
VMT
(miles per day)
Fuel
(1,000 gal per
day)
Fuel Efficiency
(miles per gallon)
LDA GAS 9,485,022 307.10 30.89 DSL 30,276 0.71 42.78
LDT1 GAS 817,044 32.21 25.36 DSL 214 0.01 24.08
LDT2 GAS 4,512,101 180.22 25.04 DSL 21,504 0.67 32.33

28.04 35.49
T7 Tractor Construction DSL 55,635 8.88 6.27
Construction Worker Fleet Mix
LDA 50%
LDT1 25%
LDT2 25%
Vendor and Delivery/Haul Truck Fleet Mix
HHDT 100%
Source: EMFAC2021 (v1.0.1) Emissions Inventory
Region Type: County
Region: Venutra
Calendar Year: 2025
Season: Annual
Vehicle Classification: EMFAC202x Categories
Units: miles/day for VMT, trips/day for Trips, tons/day for Emissions, 1000 gallons/day for Fuel Consumption.

Region CalYr VehClass MdlYr Speed Fuel Population VMT Trips Fuel_Consumption Ventura 2025 LDA Aggregate Aggregate Gasoline 235982.7922 9485022.329 1090309.128 307.0991886 Ventura 2025 LDA Aggregate Aggregate Diesel 1009.979172 30276.46173 4213.295896 0.707800469 Ventura 2025 LDA Aggregate Aggregate Electricity 13628.24454 707926.071 67798.46407 0 Ventura 2025 LDT1 Aggregate Aggregate Gasoline 23554.18939 817043.9427 101540.5107 32.21260406 Ventura 2025 LDT1 Aggregate Aggregate Diesel 15.70474938 214.4692696 44.07990233 0.00890589 Ventura 2025 LDT1 Aggregate Aggregate Electricity 59.05587891 2745.563205 281.1401412 0 Ventura 2025 LDT2 Aggregate Aggregate Gasoline 108590.5912 4512101.35 504994.4555 180.2167054 Ventura 2025 LDT2 Aggregate Aggregate Diesel 501.485505 21503.65591 2372.960187 0.665090141 Ventura 2025 T7 Tractor Class Aggregate Aggregate Diesel 748.4159281 55635.10291 10874.48344 8.877534406 529.787829
529787.829
Gas 519.528498 519528.498 189627901.8 35,378,625.00 193,372,557.57 Diesel 10.25933091 10259.33091 3744655.781 10,548,851.00 45,927,476.00
Average (LDA, LDT1, LDT2)
Table 6. EMFAC2021 Results - Construction
367
Phase Name Total Acres
Gallons for
Project Electricity (kWh)
Project 497.5 1,502,450 14,614.3
Notes:

Water Usage
3,020 gallons per acre per day
Source: Air & Waste Management Association, Air Pollution Engineering Manual, 1992 Edition Supply Water Electricity Intensity

0.009727 kWh/gallons (CalEEMod default)
Total acres graded based on CalEEMod output sheets.

Table 7. Water Usage for Control of Fugitive Dust During Construction 368
Diesel Gasoline Hybrid Diesel Gasoline Hybrid Diesel Gasoline/Hybrid Project Buildout 61,899,394 10.5 31.0 72.9 5% 83% 3% 279,907 1,692,629 1,972,536 Notes:

Percent fleet and fuel efficiency based on Table 9: EMFAC2021 Emissions Inventory-Operations Annual VMT obtained from the CalEEMod Output files.

Table 8. On road Vehicles - Operational
Scenario Annual VMT
Fuel Efficiency (miles/gal) Fleet Percentage Fuel Consumption (gallons) Total Fuel Consumption
369
Fuel
VMT
(miles/day)
Fuel Consumption
(1,000 gal/day)
Fuel Efficiency
(miles per gallon) Fuel Percentage
Diesel 1,178,231 115.1 10.2 5.7%
Electricity 786,257 0.0 #DIV/0! 3.8%
Gasoline 18,247,843 707.9 25.8 88.4%
Natural Gas 23,814 4.5 5.3 0.1%
Hybrid 415,957 6.5 64.3 2.0%
Diesel 991,860 94.5 10.5 5%
Electricity 1,821,895 0.0 #DIV/0! 9%
Gasoline 17,436,743 562.8 31.0 83%
Natura Gas 23,012 3.9 5.9 0%
Hybrid 617,455 8.5 72.9 3%
Source: EMFAC2021 (v1.0.1) Emissions Inventory
Region Type: County
Region: Venutra
Calendar Year: 2025
Season: Annual
Vehicle Classification: EMFAC202x Categories
Units: miles/day for VMT, trips/day for Trips, tons/day for Emissions, 1000 gallons/day for Fuel Consumption.

Region CalYr VehClass MdlYr Speed Fuel Total VMT Fuel Consumption Ventura 2025 All Other Buses Aggregate Aggregate Diesel 5978.007703 0.623054735 Ventura 2025 LDA Aggregate Aggregate Diesel 30276.46173 0.707800469 Ventura 2025 LDT1 Aggregate Aggregate Diesel 214.4692696 0.00890589 Ventura 2025 LDT2 Aggregate Aggregate Diesel 21503.65591 0.665090141 Ventura 2025 LHD1 Aggregate Aggregate Diesel 307074.1031 14.71140815 Ventura 2025 LHD2 Aggregate Aggregate Diesel 127568.8432 7.303818317 Ventura 2025 MDV Aggregate Aggregate Diesel 51362.95922 2.138940334 Ventura 2025 MH Aggregate Aggregate Diesel 10818.7528 1.052019135 Ventura 2025 Motor Coach Aggregate Aggregate Diesel 1498.498501 0.264401623 Ventura 2025 PTO Aggregate Aggregate Diesel 10855.18705 2.182953186 Ventura 2025 SBUS Aggregate Aggregate Diesel 8677.092414 1.13201982 Ventura 2025 T6 CAIRP Class 4 Aggregate Aggregate Diesel 62.30167447 0.006644724 Ventura 2025 T6 CAIRP Class 5 Aggregate Aggregate Diesel 85.60881149 0.009134675 Table 9. EMFAC2021 Emissions Inventory - Operations
EMFAC Data - Existing Year
Existing
Project
Note: Fuel percentage based on VMT.

Fuel efficiency calculated using fuel consumption and VMT from EMFAC2021. 370
Ventura 2025 T6 CAIRP Class 6 Aggregate Aggregate Diesel 222.19746 0.023342023 Ventura 2025 T6 CAIRP Class 7 Aggregate Aggregate Diesel 1408.715213 0.137772031 Ventura 2025 T6 Instate Delivery Class Aggregate Aggregate Diesel 10511.05894 1.167242064 Ventura 2025 T6 Instate Delivery Class Aggregate Aggregate Diesel 10524.16445 1.178402263 Ventura 2025 T6 Instate Delivery Class Aggregate Aggregate Diesel 31127.79667 3.462010249 Ventura 2025 T6 Instate Delivery Class Aggregate Aggregate Diesel 7967.34372 0.860057469 Ventura 2025 T6 Instate Other Class 4 Aggregate Aggregate Diesel 28035.91225 3.105277677 Ventura 2025 T6 Instate Other Class 5 Aggregate Aggregate Diesel 61861.44 6.880931497 Ventura 2025 T6 Instate Other Class 6 Aggregate Aggregate Diesel 49340.18261 5.479094662 Ventura 2025 T6 Instate Other Class 7 Aggregate Aggregate Diesel 27194.58641 2.924502955 Ventura 2025 T6 Instate Tractor Class 6Aggregate Aggregate Diesel 318.0276084 0.035271592 Ventura 2025 T6 Instate Tractor Class 7Aggregate Aggregate Diesel 9716.471801 0.990960131 Ventura 2025 T6 OOS Class 4 Aggregate Aggregate Diesel 30.22497401 0.003186378 Ventura 2025 T6 OOS Class 5 Aggregate Aggregate Diesel 41.46322918 0.004377972 Ventura 2025 T6 OOS Class 6 Aggregate Aggregate Diesel 108.3446041 0.011208542 Ventura 2025 T6 OOS Class 7 Aggregate Aggregate Diesel 787.7999974 0.0763726 Ventura 2025 T6 Public Class 4 Aggregate Aggregate Diesel 1430.353214 0.164503309 Ventura 2025 T6 Public Class 5 Aggregate Aggregate Diesel 2738.388632 0.316790841 Ventura 2025 T6 Public Class 6 Aggregate Aggregate Diesel 2753.477732 0.316252669 Ventura 2025 T6 Public Class 7 Aggregate Aggregate Diesel 7376.438302 0.835586208 Ventura 2025 T6 Utility Class 5 Aggregate Aggregate Diesel 1751.415918 0.185781755 Ventura 2025 T6 Utility Class 6 Aggregate Aggregate Diesel 330.9377828 0.034967197 Ventura 2025 T6 Utility Class 7 Aggregate Aggregate Diesel 459.1221451 0.048271164 Ventura 2025 T7 CAIRP Class 8 Aggregate Aggregate Diesel 71805.59042 11.31276941 Ventura 2025 T7 NNOOS Class 8 Aggregate Aggregate Diesel 86179.836 13.18761428 Ventura 2025 T7 NOOS Class 8 Aggregate Aggregate Diesel 31307.60361 4.910452345 Ventura 2025 T7 Other Port Class 8 Aggregate Aggregate Diesel 17217.21434 2.770769501 Ventura 2025 T7 POLA Class 8 Aggregate Aggregate Diesel 1496.499064 0.247900174 Ventura 2025 T7 Public Class 8 Aggregate Aggregate Diesel 15797.03585 2.676490404 Ventura 2025 T7 Single Concrete/Trans Aggregate Aggregate Diesel 4940.527199 0.798697611 Ventura 2025 T7 Single Dump Class 8 Aggregate Aggregate Diesel 14532.3866 2.392754803 Ventura 2025 T7 Single Other Class 8 Aggregate Aggregate Diesel 33673.56518 5.498312807 Ventura 2025 T7 SWCV Class 8 Aggregate Aggregate Diesel 5713.975859 2.082544249 Ventura 2025 T7 Tractor Class 8 Aggregate Aggregate Diesel 55635.10291 8.877534406 Ventura 2025 T7 Utility Class 8 Aggregate Aggregate Diesel 1397.311369 0.22241247 Ventura 2025 UBUS Aggregate Aggregate Diesel 6523.003654 1.041587512 Ventura 2025 LDA Aggregate Aggregate Electricity 707926.0710 Ventura 2025 LDT1 Aggregate Aggregate Electricity 2745.5632050 Ventura 2025 LDT2 Aggregate Aggregate Electricity 30350.49810 Ventura 2025 LHD1 Aggregate Aggregate Electricity 5902.1942830 Ventura 2025 LHD2 Aggregate Aggregate Electricity 1447.8846970 Ventura 2025 MDV Aggregate Aggregate Electricity 32807.451150 Ventura 2025 OBUS Aggregate Aggregate Electricity 78.486296880 371
Ventura 2025 PTO Aggregate Aggregate Electricity 130.9052033 0 Ventura 2025 SBUS Aggregate Aggregate Electricity 71.98992916 0 Ventura 2025 T6 CAIRP Class 4 Aggregate Aggregate Electricity 0.946076484 0 Ventura 2025 T6 CAIRP Class 5 Aggregate Aggregate Electricity 1.1557292880 Ventura 2025 T6 CAIRP Class 6 Aggregate Aggregate Electricity 4.520767646 0 Ventura 2025 T6 CAIRP Class 7 Aggregate Aggregate Electricity 13.376106480 Ventura 2025 T6 Instate Delivery Class Aggregate Aggregate Electricity 94.147734180 Ventura 2025 T6 Instate Delivery Class Aggregate Aggregate Electricity 83.99558457 0 Ventura 2025 T6 Instate Delivery Class Aggregate Aggregate Electricity 248.837801 0 Ventura 2025 T6 Instate Delivery Class Aggregate Aggregate Electricity 22.837766450 Ventura 2025 T6 Instate Other Class 4 Aggregate Aggregate Electricity 262.83489360 Ventura 2025 T6 Instate Other Class 5 Aggregate Aggregate Electricity 463.99235790 Ventura 2025 T6 Instate Other Class 6 Aggregate Aggregate Electricity 404.9108356 0 Ventura 2025 T6 Instate Other Class 7 Aggregate Aggregate Electricity 235.98657040 Ventura 2025 T6 Instate Tractor Class 6Aggregate Aggregate Electricity 3.0918687060 Ventura 2025 T6 Instate Tractor Class 7Aggregate Aggregate Electricity 40.300006030 Ventura 2025 T6 Public Class 4 Aggregate Aggregate Electricity 18.01866278 0 Ventura 2025 T6 Public Class 5 Aggregate Aggregate Electricity 23.175816120 Ventura 2025 T6 Public Class 6 Aggregate Aggregate Electricity 27.15316399 0 Ventura 2025 T6 Public Class 7 Aggregate Aggregate Electricity 103.9552642 0 Ventura 2025 T6 Utility Class 5 Aggregate Aggregate Electricity 31.79554897 0 Ventura 2025 T6 Utility Class 6 Aggregate Aggregate Electricity 6.053087670 Ventura 2025 T6 Utility Class 7 Aggregate Aggregate Electricity 9.744096098 0 Ventura 2025 T6TS Aggregate Aggregate Electricity 486.410454 0 Ventura 2025 T7 CAIRP Class 8 Aggregate Aggregate Electricity 852.6523903 0 Ventura 2025 T7 Other Port Class 8 Aggregate Aggregate Electricity 90.58216397 0 Ventura 2025 T7 POLA Class 8 Aggregate Aggregate Electricity 2.3459277690 Ventura 2025 T7 Public Class 8 Aggregate Aggregate Electricity 159.08713730 Ventura 2025 T7 Single Concrete/Trans Aggregate Aggregate Electricity 117.12287490 Ventura 2025 T7 Single Dump Class 8 Aggregate Aggregate Electricity 168.91972940 Ventura 2025 T7 Single Other Class 8 Aggregate Aggregate Electricity 373.2221651 0 Ventura 2025 T7 SWCV Class 8 Aggregate Aggregate Electricity 97.605739670 Ventura 2025 T7 Tractor Class 8 Aggregate Aggregate Electricity 320.64689150 Ventura 2025 T7 Utility Class 8 Aggregate Aggregate Electricity 10.734458760 Ventura 2025 T7IS Aggregate Aggregate Electricity 1.3950586680 Ventura 2025 UBUS Aggregate Aggregate Electricity 14.848109660 Ventura 2025 LDA Aggregate Aggregate Gasoline 9485022.329 307.0991886 Ventura 2025 LDT1 Aggregate Aggregate Gasoline 817043.9427 32.21260406 Ventura 2025 LDT2 Aggregate Aggregate Gasoline 4512101.35 180.2167054 Ventura 2025 LHD1 Aggregate Aggregate Gasoline 361575.3331 25.89979713 Ventura 2025 LHD2 Aggregate Aggregate Gasoline 57382.28512 4.693568774 Ventura 2025 MCY Aggregate Aggregate Gasoline 86242.61676 2.088980892 Ventura 2025 MDV Aggregate Aggregate Gasoline 2851763.258 141.2559697 372
Ventura 2025 MH Aggregate Aggregate Gasoline 25590.51895 5.170699781 Ventura 2025 OBUS Aggregate Aggregate Gasoline 8975.780242 1.729584329 Ventura 2025 SBUS Aggregate Aggregate Gasoline 5195.912585 0.5787673 Ventura 2025 T6TS Aggregate Aggregate Gasoline 33676.32772 6.277825788 Ventura 2025 T7IS Aggregate Aggregate Gasoline 65.55093445 0.01531249 Ventura 2025 UBUS Aggregate Aggregate Gasoline 3207.998168 0.644893694 Ventura 2025 All Other Buses Aggregate Aggregate Natural Gas 115.2191125 0.011792556 Ventura 2025 SBUS Aggregate Aggregate Natural Gas 271.3197209 0.064069904 Ventura 2025 T7 CAIRP Class 8 Aggregate Aggregate Natural Gas 232.9278541 0.042289848 Ventura 2025 T7 Public Class 8 Aggregate Aggregate Natural Gas 365.6504065 0.058075706 Ventura 2025 T7 Single Concrete/Trans Aggregate Aggregate Natural Gas 139.1039805 0.022813719 Ventura 2025 T7 Single Dump Class 8 Aggregate Aggregate Natural Gas 420.0902641 0.075795297 Ventura 2025 T7 Single Other Class 8 Aggregate Aggregate Natural Gas 963.2185172 0.167378191 Ventura 2025 T7 SWCV Class 8 Aggregate Aggregate Natural Gas 8503.506893 1.311576337 Ventura 2025 T7 Tractor Class 8 Aggregate Aggregate Natural Gas 144.7489956 0.027868542 Ventura 2025 UBUS Aggregate Aggregate Natural Gas 12658.30407 2.673366911 Ventura 2025 LDA Aggregate Aggregate Plug-in Hybrid 336274.1429 5.272351125 Ventura 2025 LDT1 Aggregate Aggregate Plug-in Hybrid 2058.941174 0.029109168 Ventura 2025 LDT2 Aggregate Aggregate Plug-in Hybrid 47910.88528 0.712180733 Ventura 2025 MDV Aggregate Aggregate Plug-in Hybrid 29712.69006 0.458776952 Diesel 1178231.457 115.0681944
Electricity 786257.4467 0
Gasoline 18247843.2 707.8838979
Natural Gas 23814.08982 4.455027011
Hybrid 415956.6594 6.472417978
Source: EMFAC2021 (v1.0.1) Emissions Inventory
Region Type: County
Region: Venutra
Calendar Year: 2036
Season: Annual
Vehicle Classification: EMFAC202x Categories
Units: miles/day for VMT, trips/day for Trips, tons/day for Emissions, 1000 gallons/day for Fuel Consumption.

Region CalYr VehClass MdlYr Speed Fuel Total VMT Fuel Consumption Ventura 2036 All Other Buses Aggregate Aggregate Diesel 5801.731642 0.562964445 Ventura 2036 LDA Aggregate Aggregate Diesel 8613.738806 0.175208437 Ventura 2036 LDT1 Aggregate Aggregate Diesel 5.924585667 0.000202086 Ventura 2036 LDT2 Aggregate Aggregate Diesel 18227.74992 0.478889995 Ventura 2036 LHD1 Aggregate Aggregate Diesel 222369.2156 10.25559474 Ventura 2036 LHD2 Aggregate Aggregate Diesel 101383.9893 5.501671504 EMFAC Data - Buildout Year
373
Ventura 2036 MDV Aggregate Aggregate Diesel 32493.98909 1.156420031 Ventura 2036 MH Aggregate Aggregate Diesel 8000.442288 0.779285583 Ventura 2036 Motor Coach Aggregate Aggregate Diesel 1592.383687 0.254784947 Ventura 2036 PTO Aggregate Aggregate Diesel 9315.617712 1.687808725 Ventura 2036 SBUS Aggregate Aggregate Diesel 7120.263261 0.897060771 Ventura 2036 T6 CAIRP Class 4 Aggregate Aggregate Diesel 43.96463052 0.004368119 Ventura 2036 T6 CAIRP Class 5 Aggregate Aggregate Diesel 60.8013777 0.00604777 Ventura 2036 T6 CAIRP Class 6 Aggregate Aggregate Diesel 155.1098072 0.01538789 Ventura 2036 T6 CAIRP Class 7 Aggregate Aggregate Diesel 1326.625187 0.115520718 Ventura 2036 T6 Instate Delivery Class Aggregate Aggregate Diesel 8559.224121 0.904104645 Ventura 2036 T6 Instate Delivery Class Aggregate Aggregate Diesel 8588.12973 0.911735294 Ventura 2036 T6 Instate Delivery Class Aggregate Aggregate Diesel 25437.9345 2.695278383 Ventura 2036 T6 Instate Delivery Class Aggregate Aggregate Diesel 7701.047794 0.821535087 Ventura 2036 T6 Instate Other Class 4 Aggregate Aggregate Diesel 22198.51094 2.318704069 Ventura 2036 T6 Instate Other Class 5 Aggregate Aggregate Diesel 48962.4661 5.129479269 Ventura 2036 T6 Instate Other Class 6 Aggregate Aggregate Diesel 39175.73366 4.097954369 Ventura 2036 T6 Instate Other Class 7 Aggregate Aggregate Diesel 23751.96848 2.505296397 Ventura 2036 T6 Instate Tractor Class 6Aggregate Aggregate Diesel 249.4956189 0.025896838 Ventura 2036 T6 Instate Tractor Class 7Aggregate Aggregate Diesel 9966.471601 0.97074479 Ventura 2036 T6 OOS Class 4 Aggregate Aggregate Diesel 34.61474656 0.003199112 Ventura 2036 T6 OOS Class 5 Aggregate Aggregate Diesel 47.48520774 0.004394215 Ventura 2036 T6 OOS Class 6 Aggregate Aggregate Diesel 124.0802064 0.011437966 Ventura 2036 T6 OOS Class 7 Aggregate Aggregate Diesel 902.2173928 0.075391564 Ventura 2036 T6 Public Class 4 Aggregate Aggregate Diesel 1116.051274 0.121447542 Ventura 2036 T6 Public Class 5 Aggregate Aggregate Diesel 2100.550483 0.23196291 Ventura 2036 T6 Public Class 6 Aggregate Aggregate Diesel 2116.854535 0.230737914 Ventura 2036 T6 Public Class 7 Aggregate Aggregate Diesel 5669.193181 0.601166734 Ventura 2036 T6 Utility Class 5 Aggregate Aggregate Diesel 1078.877356 0.109082076 Ventura 2036 T6 Utility Class 6 Aggregate Aggregate Diesel 204.0213423 0.020607638 Ventura 2036 T6 Utility Class 7 Aggregate Aggregate Diesel 270.6861679 0.027163089 Ventura 2036 T7 CAIRP Class 8 Aggregate Aggregate Diesel 74184.13213 10.00385736 Ventura 2036 T7 NNOOS Class 8 Aggregate Aggregate Diesel 107751.528 13.78352251 Ventura 2036 T7 NOOS Class 8 Aggregate Aggregate Diesel 39144.21614 5.082003437 Ventura 2036 T7 Other Port Class 8 Aggregate Aggregate Diesel 20812.72218 2.821544594 Ventura 2036 T7 POLA Class 8 Aggregate Aggregate Diesel 2037.938902 0.30219485 Ventura 2036 T7 Public Class 8 Aggregate Aggregate Diesel 11976.06406 1.887464627 Ventura 2036 T7 Single Concrete/Trans Aggregate Aggregate Diesel 3153.610225 0.466273556 Ventura 2036 T7 Single Dump Class 8 Aggregate Aggregate Diesel 11493.61551 1.788030011 Ventura 2036 T7 Single Other Class 8 Aggregate Aggregate Diesel 30819.98406 4.778460159 Ventura 2036 T7 SWCV Class 8 Aggregate Aggregate Diesel 2156.902658 0.767487665 Ventura 2036 T7 Tractor Class 8 Aggregate Aggregate Diesel 62489.86343 8.915619513 Ventura 2036 T7 Utility Class 8 Aggregate Aggregate Diesel 1072.438245 0.163274507 Ventura 2036 LDA Aggregate Aggregate Electricity 1227256.1950 374
Ventura 2036 LDT1 Aggregate Aggregate Electricity 13915.74422 0 Ventura 2036 LDT2 Aggregate Aggregate Electricity 108456.2298 0 Ventura 2036 LHD1 Aggregate Aggregate Electricity 162805.7494 0 Ventura 2036 LHD2 Aggregate Aggregate Electricity 41348.456790 Ventura 2036 MDV Aggregate Aggregate Electricity 100456.9896 0 Ventura 2036 OBUS Aggregate Aggregate Electricity 1905.7906360 Ventura 2036 PTO Aggregate Aggregate Electricity 3615.9393990 Ventura 2036 SBUS Aggregate Aggregate Electricity 2268.106211 0 Ventura 2036 T6 CAIRP Class 4 Aggregate Aggregate Electricity 28.469008930 Ventura 2036 T6 CAIRP Class 5 Aggregate Aggregate Electricity 38.564550240 Ventura 2036 T6 CAIRP Class 6 Aggregate Aggregate Electricity 104.53620570 Ventura 2036 T6 CAIRP Class 7 Aggregate Aggregate Electricity 302.00584460 Ventura 2036 T6 Instate Delivery Class Aggregate Aggregate Electricity 3585.440887 0 Ventura 2036 T6 Instate Delivery Class Aggregate Aggregate Electricity 3559.917343 0 Ventura 2036 T6 Instate Delivery Class Aggregate Aggregate Electricity 10493.351560 Ventura 2036 T6 Instate Delivery Class Aggregate Aggregate Electricity 1448.9933580 Ventura 2036 T6 Instate Other Class 4 Aggregate Aggregate Electricity 10208.45596 0 Ventura 2036 T6 Instate Other Class 5 Aggregate Aggregate Electricity 22410.948870 Ventura 2036 T6 Instate Other Class 6 Aggregate Aggregate Electricity 17791.01431 0 Ventura 2036 T6 Instate Other Class 7 Aggregate Aggregate Electricity 7660.788631 0 Ventura 2036 T6 Instate Tractor Class 6Aggregate Aggregate Electricity 118.24180110 Ventura 2036 T6 Instate Tractor Class 7Aggregate Aggregate Electricity 1206.7220160 Ventura 2036 T6 Public Class 4 Aggregate Aggregate Electricity 338.8203767 0 Ventura 2036 T6 Public Class 5 Aggregate Aggregate Electricity 673.406877 0 Ventura 2036 T6 Public Class 6 Aggregate Aggregate Electricity 676.2548364 0 Ventura 2036 T6 Public Class 7 Aggregate Aggregate Electricity 1844.769712 0 Ventura 2036 T6 Utility Class 5 Aggregate Aggregate Electricity 712.33652560 Ventura 2036 T6 Utility Class 6 Aggregate Aggregate Electricity 134.48182250 Ventura 2036 T6 Utility Class 7 Aggregate Aggregate Electricity 200.28417710 Ventura 2036 T6TS Aggregate Aggregate Electricity 12156.445820 Ventura 2036 T7 CAIRP Class 8 Aggregate Aggregate Electricity 16763.09465 0 Ventura 2036 T7 Other Port Class 8 Aggregate Aggregate Electricity 4086.9668010 Ventura 2036 T7 POLA Class 8 Aggregate Aggregate Electricity 166.61419010 Ventura 2036 T7 Public Class 8 Aggregate Aggregate Electricity 3978.247890 Ventura 2036 T7 Single Concrete/Trans Aggregate Aggregate Electricity 2204.1298760 Ventura 2036 T7 Single Dump Class 8 Aggregate Aggregate Electricity 4036.1648690 Ventura 2036 T7 Single Other Class 8 Aggregate Aggregate Electricity 11970.77090 Ventura 2036 T7 SWCV Class 8 Aggregate Aggregate Electricity 2573.1414110 Ventura 2036 T7 Tractor Class 8 Aggregate Aggregate Electricity 7509.9072160 Ventura 2036 T7 Utility Class 8 Aggregate Aggregate Electricity 341.97053350 Ventura 2036 T7IS Aggregate Aggregate Electricity 36.057599560 Ventura 2036 UBUS Aggregate Aggregate Electricity 10504.945160 Ventura 2036 LDA Aggregate Aggregate Gasoline 9199923.315 252.836232 375
Ventura 2036 LDT1 Aggregate Aggregate Gasoline 642528.7794 21.39074528 Ventura 2036 LDT2 Aggregate Aggregate Gasoline 4590733.561 153.431881 Ventura 2036 LHD1 Aggregate Aggregate Gasoline 267592.1864 16.08382792 Ventura 2036 LHD2 Aggregate Aggregate Gasoline 39148.84263 2.704729436 Ventura 2036 MCY Aggregate Aggregate Gasoline 78758.35358 1.848788519 Ventura 2036 MDV Aggregate Aggregate Gasoline 2567059.623 105.6268487 Ventura 2036 MH Aggregate Aggregate Gasoline 13538.10977 2.731670418 Ventura 2036 OBUS Aggregate Aggregate Gasoline 4468.933358 0.799866667 Ventura 2036 SBUS Aggregate Aggregate Gasoline 4808.849898 0.511901322 Ventura 2036 T6TS Aggregate Aggregate Gasoline 25328.7792 4.29676873 Ventura 2036 T7IS Aggregate Aggregate Gasoline 79.32118144 0.015103832 Ventura 2036 UBUS Aggregate Aggregate Gasoline 2774.674701 0.514887657 Ventura 2036 All Other Buses Aggregate Aggregate Natural Gas 318.6201632 0.030242685 Ventura 2036 SBUS Aggregate Aggregate Natural Gas 266.1043887 0.060755816 Ventura 2036 T7 CAIRP Class 8 Aggregate Aggregate Natural Gas 189.347431 0.031108215 Ventura 2036 T7 Public Class 8 Aggregate Aggregate Natural Gas 441.2194484 0.069696149 Ventura 2036 T7 Single Concrete/Trans Aggregate Aggregate Natural Gas 104.4942719 0.016213722 Ventura 2036 T7 Single Dump Class 8 Aggregate Aggregate Natural Gas 364.1047971 0.060961487 Ventura 2036 T7 Single Other Class 8 Aggregate Aggregate Natural Gas 980.720136 0.163003882 Ventura 2036 T7 SWCV Class 8 Aggregate Aggregate Natural Gas 9649.391633 1.333879854 Ventura 2036 T7 Tractor Class 8 Aggregate Aggregate Natural Gas 143.6251811 0.024665925 Ventura 2036 UBUS Aggregate Aggregate Natural Gas 10554.0284 2.13295643 Ventura 2036 LDA Aggregate Aggregate Plug-in Hybrid 433230.2059 5.948348769 Ventura 2036 LDT1 Aggregate Aggregate Plug-in Hybrid 10427.57458 0.139402181 Ventura 2036 LDT2 Aggregate Aggregate Plug-in Hybrid 109167.7842 1.484739328 Ventura 2036 MDV Aggregate Aggregate Plug-in Hybrid 64629.02269 0.894276824 Fuel Type VMT Sum Fuel Sum
Diesel 991860.1769 94.46826846
Electricity 1821895.463 0
Gasoline 17436743.33 562.7932514
Natural Gas 23011.65586 3.923484165
Hybrid 617454.5874 8.466767103
376
To: Honorable Mayor and Members of the City Council
From: James Mason, Community & Economic Development Director Subject: URGENCY ORDINANCE NO. 1334 AMENDING CHAPTER 16.35 "HOUSING OPPORTUNITIES OVERLAY ZONE" OF THE SANTA PAULA

MUNICIPAL CODE, UPDATING THE CITY'S PERMIT REVIEW

PROCEDURES FOR QUALIFYING HOUSING DEVELOPMENT

PROJECTS CONSISTENT WITH STATE LAW AND THE HOUSING

ELEMENT OF THE SANTA PAULA GENERAL PLAN, AND FINDING
THAT THE ORDINANCE IS NOT A "PROJECT" OR IS OTHERWISE

EXEMPT FROM CEQA
Date: February 13, 2024
Agenda Item: 11.A

CITY OF SANTA PAULA

MEMORANDUM
RECOMMENDATION:

Staff recommends the City Council adopt Urgency Ordinance No. 1334 amending Chapter

16.35 “Housing Opportunities Overlay Zone” of the Santa Paula Municipal Code, updating the City’s permit review procedures for qualifying housing development projects consistent with state law and the Housing Element of the Santa Paula General Plan, and finding that the Ordinance is not a “Project” or is otherwise exempt from CEQA.

Presented by: Community Development Director James Mason BACKGROUND:

The City of Santa Paula (“City”) General Plan includes a Housing Element, which was updated for the 2021-2029 planning period pursuant to state law and adopted by the City Council on May 18, 2022 (Resolution No. 7401).

As required by state law, the City’s adopted Housing Element Update (“HEU”) was submitted for review by the California Department of Housing and Community Development (“HCD”). In its written comments dated August 19, 2022 and June 26, 2023, HCD found that the adopted HEU addressed most statutory requirements; however, additional revisions were necessary to substantially comply with State Housing Element Law.

Pursuant to Section 4.B of City Council Resolution No. 7401, subsequent clerical and technical revisions to the adopted HEU addressing HCD comments were prepared and submitted to HCD in April, June, July, November and December 2023. 377
On January 25, 2024 HCD notified the City that the revised HEU submitted on December 22, 2023 substantially complies with the requirements of state law and the City will be in full compliance with state housing element law when the City demonstrates conformance with Government Code section 65583.2 subdivisions (c) and (i) relating to by-right permit review for qualifying housing developments in which at least 20 percent of the units are affordable to lower-income households on vacant parcels identified in two prior Housing Elements to accommodate a portion of the housing need for lower income households, as shown in Table B-5 of the 2021-2029 HEU.

ANALYSIS:

Amendment & Timing/Urgency
Government Code section 65583.2, subdivision (i) defines “by right” to mean that the local government's review of the owner-occupied or multifamily residential use shall not require: a conditional use permit, planned unit development permit, nor other discretionary local government review or approval that would constitute a “project” for purpose of the California Environmental Quality Act (“CEQA”)(Public Resources Code §§ 21000, et seq.

Therefore, and in compliance with subdivisions (c) and (i) of Government Code section 65583.2, this Development Code amendment eliminates discretionary criteria in the City’s permit review procedures for qualifying projects on parcels identified as suitable for lowerincome housing in Table B-5 of the HEU.

HCD has notified the City that the HEU must be found in full compliance with state housing element law by February 2024 in order to meet eligibility requirements for grant funding such as the Permanent Local Housing Allocation (“PLHA”) program. Therefore, staff recommends the City Council find that this ordinance is necessary for the preservation of the public peace, health and safety of residents living within the City, to ensure the City meets the deadline to qualify for grant funding that is urgently needed to help to alleviate critical housing and public health problems in Santa Paula. Without access to grant funds such as PLHA, public health and safety problems related to housing in Santa Paula, including homelessness, overcrowding, overpayment and unsafe housing conditions, will be exacerbated.

Environmental / CEQA
Staff has determined that this Ordinance is not subject to the California Environmental Quality Act (“CEQA”) pursuant to Sections 15061(c)(3) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment), 15060(c)(3) and 15378 (the activity is not a project under CEQA) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 4, because it is procedural in nature and has no potential for resulting in physical change to the environment, directly or indirectly. Here it can be seen with certainty that the City’s amendment of its permit review procedures pertaining to qualifying housing developments will not result in an indirect nor direct physical change to the environment.

STRATEGIC PLAN:

The amendments herein are necessary to obtain HCD certification of the City's 2021-2029 Housing Element. A certified Housing Element is critical to achieving the City Council's 378
strategic goals of inclusivity and community vitality.

FISCAL IMPACTS:

No direct impacts; however, lack of a certified Housing Element may prevent the City and potential affordable housing developers from obtaining certain tax credits and participating in various funding programs.

OPTIONS:

The following options are available to the City Council:

1. Adopt Urgency Ordinance No. 1334 amending Chapter 16.35 “Housing Opportunities Overlay Zone” of the Santa Paula Municipal Code, updating the City’s permit review procedures for qualifying housing development projects consistent with state law and the Housing Element of the Santa Paula General Plan, and finding that the Ordinance is not a “Project” or is otherwise exempt from CEQA.

2. Continue the item in order to obtain further information or for staff to make any requested revisions to the urgency ordinance.

3. Decline to adopt staff's recommendation.

ATTACHMENTS:

A - Santa Paula Urgency Ordinance No. 1334 (c1_jd clean).pdf B - Link to Housing Element.pdf
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ATTACHMENT A
URGENCY ORDINANCE NO. 1334
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65283.00001\41929648.2

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Santa Paula City CouncilFebruary 13, 2024

Santa Paula City Council
February 13, 2024