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 Draft Only
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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 Draft Only
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Figure 2. Project Plus Model: Project TAZ Structure and Roadways Draft Only
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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
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and employees) from 22.2 to 21.8.
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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 Draft Only
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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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APPENDIX B
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Air Quality and GHG CalEEMod Output Sheets
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East Area 1 v2 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 Draft Only
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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 v2
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 — —
Strip Mall 10.0 1000sqft 0.23 10,000 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. 12.7 38.9 64.3 136 0.14 2.25 26.4 28.6 2.08 8.41 10.5 — 33,577 33,577 1.29 1.81 89.5 34,240 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 12.6 38.9 65.9 129 0.14 2.25 26.4 28.6 2.08 8.41 10.5 — 32,826 32,826 1.35 1.81 2.32 33,402 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 8.71 27.6 45.0 90.0 0.10 1.52 18.3 19.8 1.41 5.74 7.15 — 23,187 23,187 0.93 1.29 27.6 23,623 Annual
(Max)
— — — — — — — — — — — — — — — — — —
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Unmit. 1.59 5.04 8.21 16.4 0.02 0.28 3.34 3.61 0.26 1.05 1.30 — 3,839 3,839 0.15 0.21 4.56 3,911 Exceeds
(Daily
Max)
— — — — — — — — — — — — — — — — — —
Threshol
d
— 25.0 25.0 — — — — — — — — — — — — — — —
Unmit. — Yes Yes — — — — — — — — — — — — — — —
Exceeds
(Average
Daily)
— — — — — — — — — — — — — — — — — —
Threshol
d
— 25.0 25.0 — — — — — — — — — — — — — — —
Unmit. — Yes Yes — — — — — — — — — — — — — — —
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 12.7 10.9 64.3 136 0.14 2.25 26.4 28.6 2.08 8.41 10.5 — 33,577 33,577 1.29 1.81 89.5 34,240 2026 8.21 7.14 30.6 99.3 0.09 0.81 18.5 19.3 0.70 4.41 5.11 — 27,592 27,592 0.47 1.68 80.5 28,186 2027 7.03 6.09 22.6 83.7 0.08 0.44 18.3 18.7 0.36 4.37 4.73 — 25,462 25,462 0.41 1.66 71.9 26,039 2028 6.34 5.89 21.1 79.6 0.08 0.35 18.3 18.6 0.33 4.37 4.70 — 25,002 25,002 0.38 1.61 64.7 25,556 2029 6.14 5.72 19.8 75.4 0.08 0.33 18.3 18.6 0.31 4.37 4.67 — 24,538 24,538 0.37 1.61 57.9 25,085 2030 5.86 4.99 19.2 71.8 0.08 0.31 18.3 18.6 0.29 4.37 4.66 — 24,072 24,072 0.37 1.56 51.5 24,596 2031 5.61 4.78 18.1 67.6 0.08 0.30 18.3 18.6 0.28 4.37 4.64 — 23,615 23,615 0.35 1.05 45.5 23,982 2032 5.42 4.59 17.5 64.5 0.08 0.28 18.3 18.5 0.26 4.37 4.63 — 23,186 23,186 0.35 1.00 39.9 23,531 2033 5.55 38.9 17.7 71.9 0.08 0.26 21.5 21.8 0.25 5.13 5.37 — 25,795 25,795 0.35 1.01 40.4 26,146 2034 5.34 38.7 17.3 69.0 0.08 0.25 21.5 21.8 0.24 5.13 5.36 — 25,374 25,374 0.35 0.96 35.1 25,704 Draft Only
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2035 0.75 34.4 1.17 9.44 < 0.005 0.01 3.25 3.25 0.01 0.76 0.77 — 2,964 2,964 0.03 0.02 4.19 2,974 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
2025 12.6 10.8 65.9 129 0.14 2.25 26.4 28.6 2.08 8.41 10.5 — 32,826 32,826 1.35 1.81 2.32 33,402 2026 8.20 7.10 32.2 92.4 0.09 0.81 18.5 19.3 0.70 4.41 5.11 — 26,867 26,867 0.53 1.71 2.08 27,391 2027 6.99 6.02 23.5 77.2 0.08 0.44 18.3 18.7 0.36 4.37 4.73 — 24,759 24,759 0.43 1.69 1.86 25,275 2028 6.27 5.82 22.1 73.3 0.08 0.35 18.3 18.6 0.33 4.37 4.70 — 24,313 24,313 0.43 1.64 1.68 24,813 2029 6.10 5.15 21.3 69.4 0.08 0.33 18.3 18.6 0.31 4.37 4.67 — 23,862 23,862 0.40 1.64 1.50 24,361 2030 5.82 4.93 20.1 66.1 0.08 0.31 18.3 18.6 0.29 4.37 4.66 — 23,409 23,409 0.40 1.56 1.34 23,883 2031 5.60 4.74 19.0 62.8 0.08 0.30 18.3 18.6 0.28 4.37 4.64 — 22,963 22,963 0.37 1.56 1.18 23,437 2032 5.41 4.56 17.9 60.0 0.08 0.28 18.3 18.5 0.26 4.37 4.63 — 22,545 22,545 0.37 1.50 1.04 23,002 2033 5.54 38.9 18.7 66.9 0.08 0.26 21.5 21.8 0.25 5.13 5.37 — 25,036 25,036 0.42 1.01 1.05 25,349 2034 5.33 38.7 17.7 63.7 0.08 0.25 21.5 21.8 0.24 5.13 5.36 — 24,626 24,626 0.38 0.96 0.91 24,922 2035 0.75 34.4 1.29 8.64 < 0.005 0.01 3.25 3.25 0.01 0.76 0.77 — 2,840 2,840 0.04 0.02 0.11 2,846 Average
Daily
— — — — — — — — — — — — — — — — — —
2025 8.71 7.45 45.0 90.0 0.10 1.52 18.3 19.8 1.41 5.74 7.15 — 23,187 23,187 0.93 1.29 27.6 23,623 2026 5.62 4.87 21.2 63.5 0.06 0.50 13.1 13.6 0.43 3.13 3.56 — 18,879 18,879 0.34 1.22 24.8 19,275 2027 4.98 4.29 16.7 55.2 0.05 0.32 13.0 13.3 0.26 3.10 3.36 — 17,763 17,763 0.31 1.21 22.2 18,153 2028 4.50 4.19 15.7 52.7 0.06 0.25 13.0 13.3 0.24 3.11 3.35 — 17,491 17,491 0.29 1.15 20.0 17,861 2029 4.32 3.64 14.8 49.8 0.05 0.24 13.0 13.2 0.22 3.10 3.32 — 17,120 17,120 0.29 1.15 17.8 17,487 2030 4.13 3.49 14.3 47.5 0.05 0.22 13.0 13.2 0.21 3.10 3.31 — 16,794 16,794 0.27 1.11 15.9 17,148 2031 3.98 3.37 13.5 44.8 0.05 0.21 13.0 13.2 0.20 3.10 3.30 — 16,474 16,474 0.27 1.11 14.1 16,826 2032 3.88 3.27 12.7 43.0 0.06 0.20 13.0 13.2 0.19 3.11 3.30 — 16,219 16,219 0.27 1.08 12.4 16,558 2033 3.76 20.0 13.0 45.7 0.06 0.19 14.6 14.8 0.18 3.47 3.65 — 17,309 17,309 0.27 0.72 11.9 17,542 2034 3.79 27.6 12.5 45.4 0.06 0.18 15.2 15.4 0.17 3.63 3.80 — 17,587 17,587 0.27 0.68 10.8 17,808 2035 0.22 10.2 0.38 2.55 < 0.005 < 0.005 0.96 0.96 < 0.005 0.23 0.23 — 851 851 0.01 0.01 0.54 853 Annual — — — — — — — — — — — — — — — — — —
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2025 1.59 1.36 8.21 16.4 0.02 0.28 3.34 3.61 0.26 1.05 1.30 — 3,839 3,839 0.15 0.21 4.56 3,911 2026 1.03 0.89 3.88 11.6 0.01 0.09 2.39 2.48 0.08 0.57 0.65 — 3,126 3,126 0.06 0.20 4.10 3,191 2027 0.91 0.78 3.06 10.1 0.01 0.06 2.37 2.43 0.05 0.57 0.61 — 2,941 2,941 0.05 0.20 3.67 3,005 2028 0.82 0.77 2.87 9.61 0.01 0.05 2.38 2.42 0.04 0.57 0.61 — 2,896 2,896 0.05 0.19 3.31 2,957 2029 0.79 0.66 2.69 9.09 0.01 0.04 2.37 2.41 0.04 0.57 0.61 — 2,834 2,834 0.05 0.19 2.95 2,895 2030 0.75 0.64 2.61 8.67 0.01 0.04 2.37 2.41 0.04 0.57 0.60 — 2,780 2,780 0.04 0.18 2.63 2,839 2031 0.73 0.62 2.46 8.18 0.01 0.04 2.37 2.41 0.04 0.57 0.60 — 2,728 2,728 0.04 0.18 2.33 2,786 2032 0.71 0.60 2.32 7.85 0.01 0.04 2.38 2.41 0.03 0.57 0.60 — 2,685 2,685 0.04 0.18 2.05 2,741 2033 0.69 3.65 2.37 8.34 0.01 0.03 2.66 2.69 0.03 0.63 0.67 — 2,866 2,866 0.04 0.12 1.98 2,904 2034 0.69 5.04 2.28 8.29 0.01 0.03 2.78 2.81 0.03 0.66 0.69 — 2,912 2,912 0.04 0.11 1.79 2,948 2035 0.04 1.87 0.07 0.47 < 0.005 < 0.005 0.18 0.18 < 0.005 0.04 0.04 — 141 141 < 0.005 < 0.005 0.09 141
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. 70.4 134 53.9 536 1.29 2.07 131 133 2.02 33.2 35.3 1,096 160,624 161,720 117 5.10 161 166,328 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 58.8 122 57.0 402 1.25 2.01 131 133 1.97 33.2 35.2 1,096 156,101 157,197 117 5.40 24.7 161,766 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 60.7 124 54.5 436 1.19 2.00 123 125 1.96 31.3 33.2 1,096 150,585 151,681 117 5.06 78.2 156,194 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 11.1 22.7 9.95 79.6 0.22 0.37 22.5 22.9 0.36 5.71 6.07 181 24,931 25,113 19.4 0.84 12.9 25,860 Draft Only
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Exceeds
(Daily
Max)
— — — — — — — — — — — — — — — — — —
Threshol
d
— 25.0 25.0 — — — — — — — — — — — — — — —
Unmit. — Yes Yes — — — — — — — — — — — — — — —
Exceeds
(Average
Daily)
— — — — — — — — — — — — — — — — — —
Threshol
d
— 25.0 25.0 — — — — — — — — — — — — — — —
Unmit. — Yes Yes — — — — — — — — — — — — — — —
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 56.8 52.6 35.0 406 1.17 0.57 131 132 0.53 33.2 33.8 — 119,596 119,596 4.07 4.53 140 121,188 Area 11.5 79.9 1.12 122 0.01 0.06 — 0.06 0.05 — 0.05 0.00 332 332 0.01 < 0.005 — 333 Energy 2.08 1.04 17.8 7.84 0.11 1.44 — 1.44 1.44 — 1.44 — 38,761 38,761 3.00 0.16 — 38,885 Water — — — — — — — — — — — 157 1,935 2,093 16.2 0.40 — 2,617 Waste — — — — — — — — — — — 939 0.00 939 93.8 0.00 — 3,285 Refrig. — — — — — — — — — — — — — — — — 21.0 21.0
Total 70.4 134 53.9 536 1.29 2.07 131 133 2.02 33.2 35.3 1,096 160,624 161,720 117 5.10 161 166,328 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 56.7 52.5 39.2 394 1.13 0.57 131 132 0.53 33.2 33.8 — 115,404 115,404 4.35 4.84 3.63 116,959 Area 0.00 69.0 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 Draft Only
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Energy 2.08 1.04 17.8 7.84 0.11 1.44 — 1.44 1.44 — 1.44 — 38,761 38,761 3.00 0.16 — 38,885 Water — — — — — — — — — — — 157 1,935 2,093 16.2 0.40 — 2,617 Waste — — — — — — — — — — — 939 0.00 939 93.8 0.00 — 3,285 Refrig. — — — — — — — — — — — — — — — — 21.0 21.0
Total 58.8 122 57.0 402 1.25 2.01 131 133 1.97 33.2 35.2 1,096 156,101 157,197 117 5.40 24.7 161,766 Average
Daily
— — — — — — — — — — — — — — — — — —
Mobile 52.9 48.9 36.1 368 1.08 0.54 123 124 0.50 31.3 31.8 — 109,725 109,725 4.00 4.50 57.1 111,223 Area 5.69 74.4 0.55 60.1 < 0.005 0.03 — 0.03 0.02 — 0.02 0.00 164 164 0.01 < 0.005 — 164 Energy 2.08 1.04 17.8 7.84 0.11 1.44 — 1.44 1.44 — 1.44 — 38,761 38,761 3.00 0.16 — 38,885 Water — — — — — — — — — — — 157 1,935 2,093 16.2 0.40 — 2,617 Waste — — — — — — — — — — — 939 0.00 939 93.8 0.00 — 3,285 Refrig. — — — — — — — — — — — — — — — — 21.0 21.0
Total 60.7 124 54.5 436 1.19 2.00 123 125 1.96 31.3 33.2 1,096 150,585 151,681 117 5.06 78.2 156,194 Annual — — — — — — — — — — — — — — — — — —
Mobile 9.66 8.93 6.60 67.2 0.20 0.10 22.5 22.6 0.09 5.71 5.80 — 18,166 18,166 0.66 0.74 9.46 18,414 Area 1.04 13.6 0.10 11.0 < 0.005 0.01 — 0.01 < 0.005 — < 0.005 0.00 27.1 27.1 < 0.005 < 0.005 — 27.2 Energy 0.38 0.19 3.25 1.43 0.02 0.26 — 0.26 0.26 — 0.26 — 6,417 6,417 0.50 0.03 — 6,438 Water — — — — — — — — — — — 26.0 320 346 2.69 0.07 — 433 Waste — — — — — — — — — — — 155 0.00 155 15.5 0.00 — 544 Refrig. — — — — — — — — — — — — — — — — 3.48 3.48
Total 11.1 22.7 9.95 79.6 0.22 0.37 22.5 22.9 0.36 5.71 6.07 181 24,931 25,113 19.4 0.84 12.9 25,860
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) Draft Only
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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
— — — — — — 7.67 7.67 — 3.94 3.94 — — — — — — —
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
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
— — — — — — 7.67 7.67 — 3.94 3.94 — — — — — — —
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
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
— — — — — — 5.00 5.00 — 2.57 2.57 — — — — — — —
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 — — — — — — — — — — — — — — — — — —
Draft Only
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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
— — — — — — 0.91 0.91 — 0.47 0.47 — — — — — — —
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 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 Draft Only
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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 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 — — — — — — — — — — — — — — — — — —
Draft Only
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Worker 5.90 5.28 5.46 78.0 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 16,596 16,596 0.75 0.62 67.0 16,866 Vendor 0.36 0.21 9.16 2.85 0.05 0.11 2.04 2.14 0.11 0.56 0.67 — 7,342 7,342 0.14 1.11 20.8 7,696 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 5.87 5.20 6.64 70.8 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 15,861 15,861 0.81 0.62 1.74 16,067 Vendor 0.36 0.20 9.51 2.94 0.05 0.11 2.04 2.14 0.11 0.56 0.67 — 7,345 7,345 0.14 1.11 0.54 7,679 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 4.13 3.68 4.68 50.6 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 11,412 11,412 0.56 0.44 20.6 11,578 Vendor 0.26 0.15 6.80 2.07 0.04 0.08 1.45 1.53 0.08 0.40 0.48 — 5,245 5,245 0.10 0.79 6.40 5,490 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 9.23 0.00 0.00 2.11 2.11 0.00 0.49 0.49 — 1,889 1,889 0.09 0.07 3.42 1,917 Vendor 0.05 0.03 1.24 0.38 0.01 0.01 0.26 0.28 0.01 0.07 0.09 — 868 868 0.02 0.13 1.06 909 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)
— — — — — — — — — — — — — — — — — —
Draft Only
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Off-Road 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 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
1.28 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 Onsite
truc
k
0.00 0.00 0.00 0.00 0.00 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
0.17 0.14 1.28 1.69 < 0.005 0.05— 0.05 0.05— 0.05— 283 283 0.01 < 0.005— 284 Onsite
truc
k
0.00 0.00 0.00 0.00 0.00 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 5.65 5.04 4.90 72.8 0.00 0.00 16.2 16.2 0.00 3.80 3.80— 16,270 16,270 0.22 0.59 61.0 16,512 Vendor 0.31 0.21 8.70 2.73 0.05 0.11 2.04 2.14 0.05 0.56 0.62— 7,218 7,218 0.09 1.05 18.8 7,553 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 5.65 5.01 6.08 65.9 0.00 0.00 16.2 16.2 0.00 3.80 3.80— 15,550 15,550 0.27 0.62 1.58 15,742 Draft Only
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Vendor 0.30 0.20 9.06 2.82 0.05 0.11 2.04 2.14 0.05 0.56 0.62 — 7,221 7,221 0.09 1.05 0.49 7,538 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 4.02 3.56 4.30 47.1 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 11,189 11,189 0.18 0.44 18.8 11,343 Vendor 0.22 0.15 6.43 1.98 0.04 0.08 1.45 1.53 0.04 0.40 0.44 — 5,156 5,156 0.06 0.75 5.80 5,388 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 8.60 0.00 0.00 2.11 2.11 0.00 0.49 0.49 — 1,852 1,852 0.03 0.07 3.12 1,878 Vendor 0.04 0.03 1.17 0.36 0.01 0.01 0.26 0.28 0.01 0.07 0.08 — 854 854 0.01 0.12 0.96 892 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
3.7. 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 Draft Only
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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 — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 5.49 4.90 4.87 68.2 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 15,987 15,987 0.22 0.59 55.4 16,223 Vendor 0.31 0.16 8.29 2.61 0.05 0.11 2.04 2.14 0.05 0.56 0.62 — 7,078 7,078 0.09 1.05 16.5 7,411 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 5.46 4.84 5.52 61.5 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 15,281 15,281 0.25 0.62 1.43 15,472 Vendor 0.30 0.15 8.60 2.70 0.05 0.11 2.04 2.14 0.05 0.56 0.62 — 7,081 7,081 0.09 1.05 0.43 7,398 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 3.88 3.44 3.90 44.1 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 10,994 10,994 0.18 0.44 17.1 11,147 Vendor 0.22 0.11 6.14 1.89 0.04 0.08 1.45 1.53 0.04 0.40 0.44 — 5,056 5,056 0.06 0.75 5.08 5,288 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 8.04 0.00 0.00 2.11 2.11 0.00 0.49 0.49 — 1,820 1,820 0.03 0.07 2.83 1,845 Draft Only
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Vendor 0.04 0.02 1.12 0.35 0.01 0.01 0.26 0.28 0.01 0.07 0.08 — 837 837 0.01 0.12 0.84 875 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)
— — — — — — — — — — — — — — — — — —
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 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 Draft Only
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Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.84 4.74 4.31 64.1 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 15,697 15,697 0.19 0.59 50.0 15,928 Vendor 0.31 0.16 7.87 2.55 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 6,908 6,908 0.09 1.00 14.6 7,223 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 4.79 4.68 4.95 57.8 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 15,005 15,005 0.25 0.62 1.30 15,196 Vendor 0.30 0.15 8.18 2.63 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 6,911 6,911 0.09 1.00 0.38 7,212 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 3.43 3.37 3.51 41.6 0.00 0.00 11.6 11.6 0.00 2.71 2.71 — 10,825 10,825 0.16 0.42 15.5 10,970 Vendor 0.22 0.11 5.82 1.85 0.04 0.04 1.45 1.49 0.04 0.40 0.44 — 4,949 4,949 0.06 0.72 4.52 5,168 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 0.63 0.62 0.64 7.58 0.00 0.00 2.11 2.11 0.00 0.49 0.49 — 1,792 1,792 0.03 0.07 2.56 1,816 Vendor 0.04 0.02 1.06 0.34 0.01 0.01 0.27 0.27 0.01 0.07 0.08 — 819 819 0.01 0.12 0.75 856 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)
— — — — — — — — — — — — — — — — — —
Draft Only
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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 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
truc
k
0.00 0.00 0.00 0.00 0.00 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
truc
k
0.00 0.00 0.00 0.00 0.00 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 4.68 4.60 3.78 60.1 0.00 0.00 16.2 16.2 0.00 3.80 3.80— 15,423 15,423 0.19 0.59 45.0 15,649 Vendor 0.31 0.15 7.45 2.44 0.05 0.05 2.04 2.09 0.05 0.56 0.62— 6,718 6,718 0.09 1.00 12.9 7,031 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 4.65 4.04 4.93 54.0 0.00 0.00 16.2 16.2 0.00 3.80 3.80— 14,744 14,744 0.22 0.62 1.17 14,934 Draft Only
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Vendor 0.30 0.15 7.76 2.51 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 6,722 6,722 0.09 1.00 0.33 7,022 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 3.12 38.8 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 10,608 10,608 0.16 0.42 13.9 10,751 Vendor 0.22 0.11 5.50 1.77 0.04 0.04 1.45 1.49 0.04 0.40 0.44 — 4,800 4,800 0.06 0.71 3.98 5,018 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 7.08 0.00 0.00 2.11 2.11 0.00 0.49 0.49 — 1,756 1,756 0.03 0.07 2.29 1,780 Vendor 0.04 0.02 1.00 0.32 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 795 795 0.01 0.12 0.66 831 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 Draft Only
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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 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.49 3.90 3.75 56.5 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 15,164 15,164 0.19 0.59 40.1 15,385 Vendor 0.24 0.15 7.08 2.38 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 6,511 6,511 0.09 0.95 11.3 6,806 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 4.46 3.85 4.37 50.8 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 14,497 14,497 0.22 0.59 1.04 14,679 Vendor 0.24 0.14 7.34 2.45 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 6,515 6,515 0.09 0.95 0.29 6,799 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 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 3.15 2.71 3.08 36.6 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 10,430 10,430 0.14 0.42 12.4 10,571 Vendor 0.18 0.11 5.24 1.72 0.04 0.04 1.45 1.49 0.04 0.40 0.44 — 4,652 4,652 0.06 0.68 3.50 4,858 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 6.67 0.00 0.00 2.11 2.11 0.00 0.49 0.49 — 1,727 1,727 0.02 0.07 2.05 1,750 Draft Only
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Vendor 0.03 0.02 0.96 0.31 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 770 770 0.01 0.11 0.58 804 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)
— — — — — — — — — — — — — — — — — —
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 Draft Only
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Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 4.27 3.71 3.19 52.5 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 14,924 14,924 0.16 0.08 35.6 14,988 Vendor 0.24 0.15 6.76 2.32 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 6,294 6,294 0.09 0.95 9.88 6,588 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 4.27 3.68 3.83 47.6 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 14,268 14,268 0.19 0.59 0.93 14,449 Vendor 0.23 0.14 7.04 2.40 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 6,298 6,298 0.09 0.95 0.26 6,583 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 3.03 2.61 2.70 34.0 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 10,265 10,265 0.14 0.42 11.0 10,405 Vendor 0.17 0.11 4.98 1.68 0.04 0.04 1.45 1.49 0.04 0.40 0.44 — 4,497 4,497 0.06 0.68 3.04 4,703 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 6.20 0.00 0.00 2.11 2.11 0.00 0.49 0.49 — 1,700 1,700 0.02 0.07 1.82 1,723 Vendor 0.03 0.02 0.91 0.31 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 745 745 0.01 0.11 0.50 779 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)
— — — — — — — — — — — — — — — — — —
Draft Only
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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 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
truc
k
0.00 0.00 0.00 0.00 0.00 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
truc
k
0.00 0.00 0.00 0.00 0.00 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 4.11 3.54 3.16 49.5 0.00 0.00 16.2 16.2 0.00 3.80 3.80— 14,709 14,709 0.16 0.08 31.5 14,769 Vendor 0.24 0.15 6.45 2.26 0.05 0.05 2.04 2.09 0.05 0.56 0.62— 6,080 6,080 0.09 0.89 8.42 6,357 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 4.11 3.52 3.27 44.9 0.00 0.00 16.2 16.2 0.00 3.80 3.80— 14,063 14,063 0.19 0.59 0.82 14,244 Draft Only
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Vendor 0.23 0.14 6.72 2.34 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 6,085 6,085 0.09 0.89 0.22 6,353 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 2.94 2.52 2.32 32.2 0.00 0.00 11.6 11.6 0.00 2.71 2.71 — 10,146 10,146 0.14 0.42 9.75 10,284 Vendor 0.17 0.11 4.77 1.64 0.04 0.04 1.45 1.49 0.04 0.40 0.44 — 4,356 4,356 0.06 0.64 2.61 4,551 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 5.87 0.00 0.00 2.11 2.11 0.00 0.49 0.49 — 1,680 1,680 0.02 0.07 1.61 1,703 Vendor 0.03 0.02 0.87 0.30 0.01 0.01 0.27 0.27 0.01 0.07 0.08 — 721 721 0.01 0.11 0.43 754 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 Draft Only
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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 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 3.46 3.41 2.63 46.5 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 14,500 14,500 0.14 0.08 27.7 14,555 Vendor 0.24 0.15 6.15 2.21 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 5,865 5,865 0.09 0.89 7.23 6,141 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 3.46 3.38 3.24 42.3 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 13,863 13,863 0.19 0.08 0.72 13,893 Vendor 0.23 0.14 6.42 2.28 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 5,870 5,870 0.09 0.89 0.19 6,138 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 2.30 30.3 0.00 0.00 11.5 11.5 0.00 2.70 2.70 — 9,974 9,974 0.12 0.06 8.53 10,003 Vendor 0.17 0.10 4.54 1.60 0.04 0.04 1.45 1.49 0.04 0.40 0.44 — 4,191 4,191 0.06 0.64 2.23 4,385 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 5.53 0.00 0.00 2.11 2.11 0.00 0.49 0.49 — 1,651 1,651 0.02 0.01 1.41 1,656 Draft Only
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Vendor 0.03 0.02 0.83 0.29 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 694 694 0.01 0.11 0.37 726 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)
— — — — — — — — — — — — — — — — — —
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 Draft Only
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Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 3.30 3.24 2.60 44.1 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 14,316 14,316 0.14 0.08 24.1 14,368 Vendor 0.24 0.15 5.90 2.16 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 5,665 5,665 0.08 0.84 6.17 5,923 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 3.30 3.22 2.71 39.7 0.00 0.00 16.2 16.2 0.00 3.80 3.80 — 13,688 13,688 0.16 0.08 0.63 13,717 Vendor 0.23 0.14 6.17 2.22 0.05 0.05 2.04 2.09 0.05 0.56 0.62 — 5,670 5,670 0.08 0.84 0.16 5,922 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 1.91 28.3 0.00 0.00 11.5 11.5 0.00 2.69 2.69 — 9,794 9,794 0.12 0.06 7.41 9,822 Vendor 0.17 0.10 4.34 1.55 0.04 0.04 1.44 1.48 0.04 0.40 0.44 — 4,026 4,026 0.06 0.60 1.89 4,207 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 5.17 0.00 0.00 2.09 2.09 0.00 0.49 0.49 — 1,622 1,622 0.02 0.01 1.23 1,626 Vendor 0.03 0.02 0.79 0.28 0.01 0.01 0.26 0.27 0.01 0.07 0.08 — 666 666 0.01 0.10 0.31 696 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)
— — — — — — — — — — — — — — — — — —
Draft Only
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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 — — — — — — — — — — — — — — — —
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 Draft Only
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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 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 0.00 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 0.11 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 Draft Only
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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 3.44 4.80 0.01 0.15 — 0.15 0.14 — 0.14 — 730 730 0.03 0.01 — 733 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
0.08 0.07 0.63 0.88 < 0.005 0.03 — 0.03 0.03 — 0.03 — 121 121 < 0.005 < 0.005 — 121 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 Draft Only
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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 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 — 91.5 91.5 < 0.005 < 0.005 0.15 92.7 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 Annual — — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.07 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 15.1 15.1 < 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
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
— 33.7 — — — — — — — — — — — — — — — —
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 Draft Only
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Architect
Coatings
— 33.7 — — — — — — — — — — — — — — — —
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 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
— 3.01 — — — — — — — — — — — — — — — —
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 0.53 9.31 0.00 0.00 3.25 3.25 0.00 0.76 0.76 — 2,900 2,900 0.03 0.02 5.53 2,911 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 0.68 0.65 8.46 0.00 0.00 3.25 3.25 0.00 0.76 0.76 — 2,773 2,773 0.04 0.02 0.14 2,779 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 Draft Only
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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 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.34 0.33 0.31 4.15 0.00 0.00 1.58 1.58 0.00 0.37 0.37 — 1,366 1,366 0.02 0.01 1.17 1,370 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 0.19 227 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
3.29. 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
— 33.7 — — — — — — — — — — — — — — — —
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 Draft Only
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Architect — 33.7 — — — — — — — — — — — — — — — —
ural
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
— 24.1 — — — — — — — — — — — — — — — —
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 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
— 4.39 — — — — — — — — — — — — — — — —
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 8.82 0.00 0.00 3.25 3.25 0.00 0.76 0.76 — 2,863 2,863 0.03 0.02 4.82 2,874 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 7.94 0.00 0.00 3.25 3.25 0.00 0.76 0.76 — 2,738 2,738 0.03 0.02 0.13 2,743 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 Draft Only
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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 Average
Daily
— — — — — — — — — — — — — — — — — —
Worker 0.47 0.46 0.38 5.70 0.00 0.00 2.31 2.31 0.00 0.54 0.54 — 1,970 1,970 0.02 0.01 1.49 1,975 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 — 326 326 < 0.005 < 0.005 0.25 327 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
3.31. 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
— 33.7 — — — — — — — — — — — — — — — —
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 Draft Only
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Architect — 33.7 — — — — — — — — — — — — — — — —
ural
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 0.22 0.33 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 39.7 39.7 < 0.005 < 0.005 — 39.9 Architect
ural
Coatings
— 10.0 — — — — — — — — — — — — — — — —
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 Annual — — — — — — — — — — — — — — — — — —
Off-Road
Equipment
0.01 < 0.005 0.04 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 6.58 6.58 < 0.005 < 0.005 — 6.60 Architect
ural
Coatings
— 1.83 — — — — — — — — — — — — — — — —
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 8.35 0.00 0.00 3.25 3.25 0.00 0.76 0.76 — 2,830 2,830 0.03 0.02 4.19 2,840 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 7.54 0.00 0.00 3.25 3.25 0.00 0.76 0.76 — 2,706 2,706 0.03 0.02 0.11 2,712 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 Draft Only
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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 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 — 811 811 0.01 < 0.005 0.54 813 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 0.03 0.03 0.03 0.41 0.00 0.00 0.18 0.18 0.00 0.04 0.04 — 134 134 < 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
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
23.5 21.8 14.0 161 0.46 0.22 51.2 51.4 0.21 13.0 13.2 — 46,754 46,754 1.64 1.80 54.6 47,386 Condo/T
ownhous
e
19.4 18.0 11.5 133 0.38 0.18 42.3 42.5 0.17 10.7 10.9 — 38,682 38,682 1.36 1.49 45.2 39,205 Apartme
nts
Low Rise
6.90 6.42 4.11 47.3 0.14 0.07 15.1 15.1 0.06 3.82 3.88 — 13,751 13,751 0.48 0.53 16.1 13,937 Draft Only
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High
School
5.11 4.62 3.90 47.3 0.15 0.07 16.4 16.5 0.06 4.16 4.23— 14,843 14,843 0.43 0.52 17.5 15,026 City Park 1.92 1.73 1.46 17.7 0.05 0.03 6.16 6.18 0.02 1.56 1.58— 5,566 5,566 0.16 0.19 6.57 5,635 Strip Mall 0.00 0.00 0.00 0.00 0.00 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 56.8 52.6 35.0 406 1.17 0.57 131 132 0.53 33.2 33.8— 119,596 119,596 4.07 4.53 140 121,188 Daily,
Winter
(Max)
——————————————————
Single
Family
Housing
23.4 21.7 15.6 157 0.44 0.22 51.2 51.4 0.21 13.0 13.2— 45,120 45,120 1.76 1.92 1.42 45,739 Condo/T
ownhous e
19.4 18.0 12.9 130 0.37 0.18 42.3 42.5 0.17 10.7 10.9— 37,330 37,330 1.46 1.59 1.17 37,842 Apartme
nts
Low Rise
6.89 6.39 4.60 46.1 0.13 0.07 15.1 15.1 0.06 3.82 3.88— 13,270 13,270 0.52 0.57 0.42 13,452 High
School
5.09 4.60 4.36 44.7 0.14 0.07 16.4 16.5 0.06 4.16 4.23— 14,316 14,316 0.45 0.55 0.45 14,492 City Park 1.91 1.73 1.63 16.8 0.05 0.03 6.16 6.18 0.02 1.56 1.58— 5,368 5,368 0.17 0.21 0.17 5,435 Strip Mall 0.00 0.00 0.00 0.00 0.00 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 56.7 52.5 39.2 394 1.13 0.57 131 132 0.53 33.2 33.8— 115,404 115,404 4.35 4.84 3.63 116,959 Annual——————————————————
Single
Family
Housing
4.14 3.84 2.73 27.6 0.08 0.04 9.09 9.13 0.04 2.30 2.34— 7,345 7,345 0.28 0.31 3.82 7,447 Condo/T
ownhous e
3.14 2.91 2.06 20.9 0.06 0.03 6.89 6.92 0.03 1.75 1.77— 5,565 5,565 0.21 0.23 2.89 5,643 Apartme
nts
Low Rise
1.12 1.03 0.73 7.44 0.02 0.01 2.45 2.46 0.01 0.62 0.63— 1,978 1,978 0.07 0.08 1.03 2,006 High
School
0.92 0.83 0.78 8.14 0.03 0.01 2.98 2.99 0.01 0.76 0.77— 2,384 2,384 0.07 0.09 1.25 2,414 Draft Only
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City Park 0.35 0.31 0.29 3.05 0.01 < 0.005 1.12 1.12 < 0.005 0.28 0.29 — 894 894 0.03 0.03 0.47 905 Strip Mall 0.00 0.00 0.00 0.00 0.00 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 9.66 8.93 6.60 67.2 0.20 0.10 22.5 22.6 0.09 5.71 5.80 — 18,166 18,166 0.66 0.74 9.46 18,414
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
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 Strip Mall — — — — — — — — — — — — 142 142 0.01 < 0.005 — 143 Total — — — — — — — — — — — — 16,194 16,194 1.00 0.12 — 16,255 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Single
Family
Housing
— — — — — — — — — — — — 7,245 7,245 0.45 0.05 — 7,272
Draft Only
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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 Strip Mall — — — — — — — — — — — — 142 142 0.01 < 0.005 — 143 Total — — — — — — — — — — — — 16,194 16,194 1.00 0.12 — 16,255 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
High
School
— — — — — — — — — — — — 159 159 0.01 < 0.005 — 159
City Park — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00 Strip Mall — — — — — — — — — — — — 23.6 23.6 < 0.005 < 0.005 — 23.7 Total — — — — — — — — — — — — 2,681 2,681 0.17 0.02 — 2,691
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)
— — — — — — — — — — — — — — — — — —
Draft Only
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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 Strip Mall < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 19.2 19.2 < 0.005 < 0.005 — 19.2 Total 2.08 1.04 17.8 7.84 0.11 1.44 — 1.44 1.44 — 1.44 — 22,567 22,567 2.00 0.04 — 22,630 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 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 Strip Mall < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 19.2 19.2 < 0.005 < 0.005 — 19.2 Total 2.08 1.04 17.8 7.84 0.11 1.44 — 1.44 1.44 — 1.44 — 22,567 22,567 2.00 0.04 — 22,630 Annual — — — — — — — — — — — — — — — — — —
Draft Only
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Single 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 Family
Housing
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 Strip Mall < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 3.17 3.17 < 0.005 < 0.005 — 3.18 Total 0.38 0.19 3.25 1.43 0.02 0.26 — 0.26 0.26 — 0.26 — 3,736 3,736 0.33 0.01 — 3,747
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 Consum
er
Products
— 63.9 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 5.07 — — — — — — — — — — — — — — — —
Draft Only
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Landsca 11.5 10.9 1.12 122 0.01 0.06 — 0.06 0.05 — 0.05 — 332 332 0.01 < 0.005 — 333 pe
Equipme
nt
Total 11.5 79.9 1.12 122 0.01 0.06 — 0.06 0.05 — 0.05 0.00 332 332 0.01 < 0.005 — 333 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
— 63.9 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 5.07 — — — — — — — — — — — — — — — —
Total 0.00 69.0 0.00 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
— 11.7 — — — — — — — — — — — — — — — —
Architect
ural
Coatings
— 0.93 — — — — — — — — — — — — — — — —
Landsca
pe
Equipme
nt
1.04 0.98 0.10 11.0 < 0.005 0.01 — 0.01 < 0.005 — < 0.005 — 27.1 27.1 < 0.005 < 0.005 — 27.2 Total 1.04 13.6 0.10 11.0 < 0.005 0.01 — 0.01 < 0.005 — < 0.005 0.00 27.1 27.1 < 0.005 < 0.005 — 27.2
4.4. Water Emissions by Land Use
4.4.1. Unmitigated
Draft Only
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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 Strip Mall — — — — — — — — — — — 1.42 7.35 8.77 0.15 < 0.005 — 13.5 Total — — — — — — — — — — — 157 1,935 2,093 16.2 0.40 — 2,617 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
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 Draft Only
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Strip Mall — — — — — — — — — — — 1.42 7.35 8.77 0.15 < 0.005 — 13.5 Total — — — — — — — — — — — 157 1,935 2,093 16.2 0.40 — 2,617 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 Strip Mall — — — — — — — — — — — 0.23 1.22 1.45 0.02 < 0.005 — 2.23 Total — — — — — — — — — — — 26.0 320 346 2.69 0.07 — 433
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
Condo/T
ownhous
e
— — — — — — — — — — — 385 0.00 385 38.5 0.00 — 1,347
Draft Only
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Apartme
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
Strip Mall——————————— 5.66 0.00 5.66 0.57 0.00— 19.8
Total——————————— 939 0.00 939 93.8 0.00— 3,285
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
Strip Mall——————————— 5.66 0.00 5.66 0.57 0.00— 19.8
Total——————————— 939 0.00 939 93.8 0.00— 3,285
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
Apartme
nts
Low Rise
——————————— 19.8 0.00 19.8 1.98 0.00— 69.3
Draft Only
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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 — 6.04 Strip Mall — — — — — — — — — — — 0.94 0.00 0.94 0.09 0.00 — 3.28 Total — — — — — — — — — — — 155 0.00 155 15.5 0.00 — 544
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
Strip Mall — — — — — — — — — — — — — — — — 0.06 0.06
Total — — — — — — — — — — — — — — — — 21.0 21.0
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Draft Only
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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
Strip Mall — — — — — — — — — — — — — — — — 0.06 0.06
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
Strip Mall — — — — — — — — — — — — — — — — 0.01 0.01
Total — — — — — — — — — — — — — — — — 3.48 3.48
4.7. Offroad Emissions By Equipment Type
4.7.1. Unmitigated
Draft Only
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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 — — — — — — — — — — — — — — — — — —
4.8. 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 — — — — — — — — — — — — — — — — — —
Draft Only
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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)
— — — — — — — — — — — — — — — — — —
Draft Only
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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 — — — — — — — — — — — — — — — — — —
Draft Only
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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
Draft Only
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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 11/28/2025 5.00 238 — Building Construction Building Construction 1/1/2025 12/29/2034 5.00 2,608 — Paving Paving 1/1/2025 9/4/2026 5.00 438 —
Architectural Coating Architectural Coating 4/26/2033 6/1/2035 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 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 Cranes Diesel Average 1.00 7.00 367 0.29 Building Construction Welders Diesel Average 1.00 8.00 46.0 0.45 Building Construction Tractors/Loaders/Backh
oes
Diesel Average 3.00 7.00 84.0 0.37
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 Draft Only
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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 1,242 18.5 LDA,LDT1,LDT2
Building Construction Vendor 238 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% Draft Only
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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 1,937,763 174,193 58,064 —
5.6. Dust Mitigation
5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (cy) Material Exported (cy) Acres Graded (acres) Material Demolished (sq. ft.) Acres Paved (acres) Site Preparation — — 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 2 61% 61%
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%
Strip Mall 0.00 0%
Draft Only
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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 1,368 1,368 1,368 499,320 23,280 23,280 23,280 8,497,242 City Park 513 513 513 187,245 8,730 8,730 8,730 3,186,466 Strip Mall 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Draft Only
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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—
Draft Only
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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 1,937,763 174,193 58,064 —
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
Draft Only
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Apartments Low Rise 1,175,511 532 0.0330 0.0040 5,451,539 High School 657,844 532 0.0330 0.0040 2,279,976
City Park 0.00 532 0.0330 0.0040 0.00
Strip Mall 97,703 532 0.0330 0.0040 59,798
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
Strip Mall 740,725 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 19.3 —
Strip Mall 10.5 —
Draft Only
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5.14. Operational Refrigeration and Air Conditioning Equipment
5.14.1. Unmitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced 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
Draft Only
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Strip Mall Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Strip Mall Stand-alone retail
refrigerators and
freezers
R-134a 1,430 0.04 1.00 0.00 1.00
Strip Mall Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
5.15. Operational Off-Road Equipment
5.15.1. Unmitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
5.16. 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
Draft Only
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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
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
Land Use Number of dwelling units provided by Fehr & Peers Transportation Memo dated June 15, 2023.
Construction: Construction Phases Based on construction schedule starting 1/1/2025. Project site is currently vacant and has been previously graded. Construction phases would occur simultaneously at times.
Operations: Vehicle Data Trip rates for Single Family Housing, Condo/Townhouse, Apartment Low rise, High School, and City Park uses 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. Strip mall trips assumed to be zero as land use will be a neighborhood serving retail development and "by adding retail opportunities into the urban fabric and thereby improving retail destination proximity, local-serving retail development tends to shorten trips and reduce VMT," according to the Office of Planning and Research Technical Advisory on Evaluating Transportation Impacts in CEQA dated December 2018.
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APPENDIX C
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Water and Sewer Master Plan Reports
300
APPENDIX C.1
Potable Water System Master Plan Amendment
Harvest at Limoneira (East Area One)
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1812
POTABLE WATER SYSTEM
MASTER PLAN AMMENDMENT
HARVEST AT LIMONEIRA (EAST AREA ONE)
Prepared for: Limoneira Lewis Homebuilders, Inc.
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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
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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 Draft Only
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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.
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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.
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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 Draft Only
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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.
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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.
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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.
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APPENDIX A
EAST AREA 1 DOMESTIC WATER DEMANDS
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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 Creek Neighborhood 632 586 units 64 gpd/person 147 91 137 246 Haun Creek Neighborhood (Parcel C) 0 121 units 64 gpd/person 30 19 28 51 Hallock Center 0 300 units 64 gpd/person 75 47 70 126
Civic/Institutional
School Site & Private Recreation Facilities 20.2 acre 10.94 1.81 AFY/acre 19.8 12.3 18.4 33.1 Commercial 215,000 sf 10,000 sf 15.1 gal/s]q.ft/yr 0.5 0.3 0.4 0.8 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 1241
[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 Haun Creek Neighborhood (Parcel C) 0 121 units 64 gpd/person 30 19 28 51 Hallock Center 0 300 units 64 gpd/person 75 47 70 126
Civic/Institutional
School Site & Private Recreation Facilities 20.2 10.94 1.81 AFY/acre 19.8 12.3 18.4 33.1 Commercial 215,000 sf 10,000 sf 15.1 gal/s]q.ft/yr 0.5 0.3 0.4 0.8 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 436 270 405 730
: 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
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APPENDIX B
EAST AREA 1 RESIDENTIAL WATER METER READING DATA FOR
THE YEAR 2022
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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
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APPENDIX C
WELL SIZING CALCULATIONS & SCENARIOS
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18 EXHIBIT 1
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GRADIENT SCHEMATIC WITH HARVEST AT LIMONEIRA IMPROVEMENTS 19 EXHIBIT 2
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FULL BUILDOUT OF EA1 INFRASTRUCTURE MAP
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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)
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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 Draft Only
324
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 Draft Only
325
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 Draft Only
326
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 Draft Only
327
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 Draft Only
328
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 Draft Only
329
APPENDIX D
TANK VOLUME CALCULATIONS
28 Draft Only
330
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 Draft Only
331
APPENDIX E
WATERCAD PRINT OUTS FOR FULL BUILD OUT
30 Draft Only
332
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 Draft Only
333
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 Draft Only
334
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 Draft Only
335
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 Draft Only
336
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 Draft Only
337
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 Draft Only
338
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 Draft Only
339
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 Draft Only
340
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 Draft Only
341
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 Draft Only
342
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 Draft Only
343
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 Draft Only
344
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 Draft Only
345
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
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4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 44 Draft Only
346
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 Draft Only
347
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 Draft Only
348
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 Draft Only
349
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 Draft Only
350
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 Draft Only
351
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 Draft Only
352
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 Draft Only
353
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
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4521-EA1 Master Plan (EIR Amendment).wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.00.72] 52 Draft Only
354
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 Draft Only
355
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 Draft Only
356
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 Draft Only
357
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 Draft Only
358
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 Draft Only
359
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 Draft Only
360
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 Draft Only
361
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 Draft Only
362
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 Draft Only
363
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 Draft Only
364
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 Draft Only
365
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 Draft Only
366
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 Draft Only
367
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
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APPENDIX F
REFERENCE: HALLOCK DRIVE FIRE FLOW TEST RESULTS
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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
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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.
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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.
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APPENDIX C.2
Waste Water System Master Plan Amendment
Harvest at Limoneira (East Area One)
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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 Draft Only
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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 Draft Only
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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.
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APPENDIX A
ONSITE SEWER DESIGN & EXHIBITS
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LAND USE UNITS 2015 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 1500
Santa Paula Creek Neighborhood 489 376 48 gpcd7
- 57.1 171.2 114.1
Foothill Neighborhood 554 492 48 gpcd7- 64.6 193.9 129.3 Haun Creek Neighborhood 586 632 48 gpcd7
- 68.4 205.1 136.7
Haun Creek Neighborhood (Parcel C/6074) 121 0 48 gpcd7
- 14.1 42.4 28.2
Hallock Center 300 0 48 gpcd7
- 35.0 105.0 70.0
Civic/Instutional
School Site & Private Recreation Facilities 9.23 10.94 1.81 AF/YR/acre 12.3 9 27.6 18.4 Commercial 10,000 215000 sf 15.1 gal/SF/YR 0.3 0.2 0.6 0.4 EAST AREA ONE SUBTOTAL 12.6 248.6 745.8 497.2
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 54.3 281.5 844.6 563.1
FLOW TO LEMONWOOD LIFT STATION #28
54.3 281.5 844.6 563.1
[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
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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
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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 Draft Only
391
17 Draft Only
392
18 Draft Only
393
19 Draft Only
394
20 Draft Only
395
APPENDIX B
OFFSITE SEWER DESIGN & EXHIBITS
21 Draft Only
396
Draft Only
397
Draft Only
398
24 Draft Only
399
25 Draft Only
400
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 Draft Only
401
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 Draft Only
402
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 Draft Only
403
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 Commercial3
15.1 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 Industrial22.49 gal/SF/YR 8.7 0.5 0.4 1.2 0.8 6 Lemonwood Varies Industrial2
15.1 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 Draft Only
404
APPENDIX C
SEWER MANHOLE MONITORING
30 Draft Only
405
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 Draft Only
406
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 Draft Only
407
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 Draft Only
408
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 Draft Only
409
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 Draft Only
410
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 Draft Only
411
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 Draft Only
412
11/4/2022 12:08:35 AM
10/24/2022 thru 11/01/2022
38 Draft Only
413
APPENDIX D
Draft Only
Energy Calculations
414
Fuel Type
Off-Road Construction Equipment 353,076 Gallons
On-Road Motor Vehicles 2,775,299 Gallons
Total 3,128,375 Gallons
Off-Road Construction Equipment 0 Gallons
On-Road Motor Vehicles 2,233,824 Gallons
Total 2,233,824 Gallons
Total 14,614.3 kWh
Quantity
Table 1. Summary of Energy Use During Construction
Diesel
Gasoline
Electricity
Draft Only
415
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
Strip Mall kWh/yr 97,703
City Park kWh/yr -
Water Conveyance kWh/yr 2,679,268
Total Electricty kWh/yr 13,789,872
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
Strip Mall kBTU/yr 59,798
City Park kBTU/yr 0
Total Natural Gas kBTU/yr 70,416,116
Diesel gallons 290,217
Gasoline gallons 1,754,972
Total gallons 2,045,189
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 Table 2. Summary of Annual Energy Use During
Operation
Electricity
Natural Gas
Transportation/On-Site Sources
Table 3. Water by Land Use
Land Use Units
Buildout
Indoor Use
81.966712
Draft Only
416
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
Draft Only
417
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 1242 238 0 3,239,136 620,704 0 19 10 20 59,924,016 6,331,181 0 2,136,844 2,698,671 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 - 1523 238 0 3,386,142 620,704 0 n/a n/a n/a 62,643,627 6,331,181 0 2,233,824 2,775,299 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
Draft Only
418
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 8Aggregate 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
Draft Only
419
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 Draft Only
420
Diesel Gasoline Hybrid Diesel Gasoline Hybrid Diesel Gasoline/Hybrid Project Buildout 64,179,288 10.5 31.0 72.9 5% 83% 3% 290,217 1,754,972 2,045,189 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
Draft Only
421
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.
Draft Only
422
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 Draft Only
423
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 0.9460764840 Ventura 2025 T6 CAIRP Class 5 Aggregate Aggregate Electricity 1.155729288 0 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 248.8378010 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 18.018662780 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 373.22216510 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 Draft Only
424
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
Draft Only
425
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 Draft Only
426
Ventura 2036 LDT1 Aggregate Aggregate Electricity 13915.74422 0 Ventura 2036 LDT2 Aggregate Aggregate Electricity 108456.2298 0 Ventura 2036 LHD1 Aggregate Aggregate Electricity 162805.74940 Ventura 2036 LHD2 Aggregate Aggregate Electricity 41348.45679 0 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 10208.455960 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 16763.094650 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 Draft Only
427
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
Draft Only
Hybrid 617454.5874 8.466767103
428
65283.00302\42105360.1
ATTACHMENT D
Ordinance No. 1336
429
65283.00302\42105360.1
ORDINANCE NO. 1336
AN ORDINANCE APPROVING (1) ADDENDUM NO. 4 TO THE FINAL
SUPPLEMENTAL ENVIRONMENTAL IMPACT REPORT (EIR) FOR
EAST AREA 1 SPECIFIC PLAN AMENDMENT NO. 4 AND A GENERAL PLAN AMENDMENT, (2) EAST AREA 1 SPECIFIC PLAN AMENDMENT NO. 4, AND (3) A GENERAL PLAN AMENDMENT
The City Council of the City of Santa Paula does ordain as follows:
SECTION 1: The City Council finds and declares that:
A. On February 26, 2008, the City Council certified the East Area 1 Final Environmental Impact Report (SCH#2006071134) (the “2008 EIR”).
B. On March 3, 2008, the City Council approved the East Area 1 Specific Plan in accordance with Government Code § 65450, et seq. (the “Specific Plan”). The City Council also approved a Pre-Annexation Agreement and Development Agreement.
C. Following a special election in June 2008, the City Council adopted Resolution No. 6508 on July 7, 2008 finding that voters approved Measure G amending Section III (F) of the Land Use Element of the Santa Paula General Plan and Section III (G) of the Land Use Element to the General Plan (the “2008 General Plan Amendment”).
D. Together, the 2008 General Plan Amendment, Specific Plan, and Pre-Annexation Agreement and Development Agreement allowed development of what is commonly known as Harvest at Limoneira (“Harvest”) or “East Area 1”, a master-planned residential development in Santa Paula, California.
E. In 2010 and 2013, the City prepared Addendum Nos. 1 and 2, respectively, to the 2008 EIR evaluating minor changes to the project.
F. In February 2015, the City certified a Supplemental EIR (“2015 EIR”) that analyzed an amendment to the Specific Plan (“Specific Plan Amendment No. 1”) to revise the land use plan and regulating plan as defined in the Specific Plan, a Master Vesting Tentative Map to subdivide the Specific Plan Area to facilitate the development allowed by the approved Specific Plan, and an Amended and Restated Development Agreement.
G. On or about September 21, 2015, Limoneira Lewis Community Builders, LLC (“Developer” or “Applicant”) became the successor in interest to the rights and obligations of Limoneira Company pertaining to the Development Agreement.
H. In November 2015, the City approved a second amendment to the Specific Plan (“Specific Plan Amendment No. 2”) to adjust setback and landscaping requirements and to authorize the Planning Director to make administrative adjustments to setback requirements.
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I. In June 2021, the City approved a third amendment to the approved Specific Plan (“Specific Plan Amendment No. 3”) which expanded the range of residential land uses allowed in the Civic District and Hallock Center Zones to include single-family residential uses and reflected that Santa Paula Unified School District no longer planned development of an elementary school on a 10.9-acre site in the Civic District.
A second 8.2 acre site for school facilities was unaffected.
J. The Applicant has applied for a fourth amendment to the approved Specific Plan (“Specific Plan Amendment No. 4”) and a General Plan Amendment (“GPA”), and a third amendment to the Development Agreement (“DA Amendment No. 3”) to increase the number of units in the Specific Plan area by 550 units from 1500 units to 2050 units, among other changes.
K. On February 13, 2024, the City Council adopted Resolution No. 7500 approving Addendum No. 3 to the EIR (“Addendum No. 3”) for DA Amendment No. 3 and introduced and waived first reading of Ordinance No. 1333 approving DA Amendment No. 3 subject to Council approval of Specific Plan Amendment No. 4 (“DA Ordinance”).
L. On February 21, 2024, the City Council adopted the DA Ordinance.
M. The proposed Specific Plan Amendment No. 4 would increase the number of residential units allowed by 550 units from 1,500 to 2,050 units and remove the 25,000 square feet of light industrial and 205,000 square feet of commercial development currently allowed by the Specific Plan in the Hallock Center District. This amendment is a reduction from 215,000 square feet commercial uses and would leave 10,000 square feet for commercial uses in the District.
N. The proposed GPA would amend the 2040 General Plan to conform to the proposed Specific Plan Amendment No. 4.
O. The City has prepared a fourth Addendum to the EIR (“Addendum No. 4”) to evaluate Specific Plan Amendment No. 4 and the GPA (together, “Amended Project”). Based on the analysis and findings in Addendum No. 4, which are incorporated by reference into this Resolution, Staff has determined no new significant impacts are likely to result from the proposed Amended Project.
P. On February 27, 2024, the Planning Commission at a duly noticed public hearing adopted Resolution No. 3859 recommending that City Council approve Addendum No. 4 to the EIR (“EIR Addendum”) and adopt an ordinance approving Specific Plan Amendment No. 4 and the GPA .
Q. On March 20, 2024, the City Council held a public hearing pursuant to the Santa Paula Municipal Code (SPMC) and provisions of Government Code Section 65355, notice of which was provided in accordance with Government Code Section 65090 and 65091, at which hearing all persons wishing to testify in connection with the EIR 431
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Addendum and the Amended Project were heard and at which time the Amended Project was comprehensively reviewed.
SECTION 2: Required Specific Plan Findings. Pursuant to Santa Paula Municipal Code (SPMC) § 16.216.070, the City Council makes the following findings to approve the proposed Specific Plan Amendment No. 4:
A. The proposed Specific Plan Amendment promotes public health, safety, and general welfare, and serves the goals and purposes of SPMC Title 16, as follows:
1. SPMC Title 16 allows for the establishment and administration of Specific Plan Zones in Chapters 16.25 and 16.216 and establishes a designation of SP-3 for EA1SP on the General Plan and Zoning maps.
2. The Specific Plan Amendment would provide a mechanism by which the Harvest can provide for diverse housing use types in accordance with the General Plan Housing Element and SPMC Title 16.
3. The Specific Plan Amendment would serve the goals and purpose of SPMC Title 16 because it would permit development at Harvest consistent with the standards and requirements of SPMC Title 16 and provide diverse housing.
B. The proposed Specific Plan Amendment is consistent with the goals, policies, and objectives of the City’s General Plan as follows:
1. East Area 1 is identified in the concurrently proposed General Plan as a Specific Plan for future urban development. The amendment would increase urban development within the City by up to 550 residential units.
2. The Specific Plan Amendment provides for land uses consistent with those identified in the concurrently proposed General Plan for the Harvest site. The proposed General Plan designates the project site as a 501-acre development with up to 2,050 residential units, 25,000 square feet of light industrial, 10,000 square feet of commercial, and approximately 8.3 acres of institutional uses. Proposed public facilities include an approximate 8.3 acre site set aside for the Santa Paula Unified School District.
3. The concurrently proposed General Plan contains a number of relevant Goals, Objectives, and Policies in the Land Use Element.
The proposed Specific Plan Amendment is consistent with Land Use Element Goal 3 because it will provide for a full range of housing opportunities to the community. It is consistent with Land Use Element Policies 3.1, 3.2, 3.3, and 3.5 because it promotes a balance of diverse land uses, while leaving sufficient land for amenities to 432
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enrich citizens’ quality of life such as parks and open space; provides for a full range of housing types; and encourages multi-family residential development within walking distance of commercial services and public amenities.
C. The proposed Specific Plan Amendment will not adversely affect surrounding properties because, among other reasons in the record:
1. East Area 1 is organized by three planning areas or zones: the Civic District, the Hallock Center, and the Neighborhood. The Neighborhood area consists of three neighborhood subareas: Haun Creek, Foothill, and Santa Paula Creek. As shown in Figure 2.4 of Addendum No. 4, the amendment would distribute the additional 550 potential residential units across the three zones and neighborhood subareas increasing overall density negligibly from 6.4 du/acre to 7.8 du/acre. This increase in density will not result in adverse impacts for reasons described in subsections 2 through 3 below.
2. No adverse impact to infrastructure would result because the existing infrastructure serving East Area 1 has the capacity to accommodate the additional 550 units proposed, as discussed in Section 3.11:
Utilities and Service Systems, of Addendum No. 4.
3. In terms of traffic impacts, the changes in the land uses allowed in the Specific Plan area would result in a small reduction in the amount of Daily, AM and PM Peak Hour traffic generated by the Project as shown in Table 3.2-1: Change in Trip Generation of Addendum No.
4. Neighborhood serving commercial uses in the Hallock Center would reduce the need for Harvest residents and Sports Park visitors to drive into the City.
4. In terms of roadway noise, the proposed Specific Plan Amendment would replace most of the previously approved commercial, industrial, and institutional uses with residential uses, which would result in a reduction in truck traffic (i.e., delivery trucks, passenger vehicles, and school buses) and associated vibration effects within the Specific Plan Area.
5. In terms of aesthetics, the development standards and design guidelines in the proposed amendment ensure that the amendment will not substantially degrade the existing visual character of the Specific Plan area or create a new source of substantial light or glare.
SECTION 3: Required General Plan Amendment Findings. The City Council makes the following findings pursuant to SPMC §16.212.050:
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A. The proposed amendment is in the public interest, and there will be a community benefit resulting from the amendment. In order to amend the Specific Plan as proposed, the approved General Plan must be consistent with the proposed Specific Plan amendment. The amendments to the General Plan attached as Exhibit B to this Resolution would therefore allow for implementation of the proposed Specific Plan Amendment. If approved, the Specific Plan Amendment will result in a community benefit because it will ensure the Applicant installs and pays for East Area 1’s infrastructure including a future Santa Paula Creek Bridge, completes and funds a community sports park, and provides for the orderly and phased development of East Area 1 all in the public interest.
B. The proposed amendment is consistent with the other goals, policies, and objectives of the General Plan. The proposed amendments are textual amendments for consistency with the concurrently proposed Specific Plan Amendment and do not modify the goals, policies, and objectives of the approved General Plan. The amendment is therefore consistent with the other goals, policies, and objectives of the General Plan.
C. The proposed amendment does not conflict with provisions of the City’s Development Code. The proposed amendments are textual amendments for consistency with the concurrently proposed Specific Plan Amendment and do not modify or conflict with the City’s Development Code.
D. In the event that the proposed amendment is a change to the land use policy map, the amendment will not adversely affect surrounding properties. There is no change to the land use policy map, which currently designates the East Area 1 site as “Specific Plan”. This finding is therefore inapplicable.
E. Whether the amendment requires voter approval in accordance with either General Plan Section III(F) (the SOAR Initiative) or General Plan Section III(G) (the 81 Acre Initiative). Amendments requiring voter approval cannot become effective without an affirmative vote from a majority of registered voters at a regular or special election. The textual amendments to the General Plan for consistency with the concurrently proposed Specific Plan Amendment do not require voter approval.
This finding is therefore inapplicable.
SECTION 4: Senate Bill 18 Tribal Consultation. On December 13, 2023, notice of the proposed Specific Plan Amendment was sent to appropriate tribes pursuant to SB 18.
The 90-day tribal consultation period ended March 12, 2024. No comments were received.
SECTION 5: Environmental Assessment. The City Council makes the following findings:
A. An Environmental Impact Report (EIR) analyzing the impacts of the EA1 Specific Plan as originally proposed and approved was certified in 2008 (2008 EIR). The City prepared two addendums to the 2008 EIR evaluating minor changes to the approved project. In 2015, the City prepared a Supplemental EIR (2015 SEIR) to 434
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analyze an amendment to the approved Specific Plan involving reconfiguration of the approved uses. Since 2015, the City has also prepared two additional Addendums to the 2015 SEIR and 2008 EIR evaluating minor changes to the approved Specific Plan (these documents are collectively referenced herein as the “Final EIR”).
B. The California Environmental Quality Act (CEQA) authorizes an addendum to a previously certified EIR if, as a result of changes to the project at issue in the EIR, changes or additions to the EIR are needed, but none of the conditions permitting preparation of a Subsequent EIR set forth in State CEQA Guidelines section 15162 have occurred.
C. The City has prepared EIR Addendum No. 4 to the 2015 SEIR (“EIR Addendum No. 4”).
D. EIR Addendum No. 4 is appropriate because the Amended Project demonstrates the following:
1. The Amended Project would not have one or more significant effects not discussed in the Final EIR;
2. Significant effects previously examined would not be substantially more severe than shown in the Final EIR;
3. There are no new mitigation measures or alternatives previously found not to be feasible that would now in fact be feasible and that would substantially reduce one or more significant effects of the Amended Project; and there are no new mitigation measures or alternatives that the Amended Project proponents decline to adopt; and
4. No new mitigation measures or alternatives that are considerably different from those analyzed in the previous EIR that would substantially reduce one or more significant effects on the environment, and that the Amended Project proponents decline to adopt, are recommended.
SECTION 6: Approval. The City Council hereby:
A. Adopts the findings and analysis in Council Resolution No. 7505 approving EIR Addendum No. 4, which is incorporated by this reference as if fully set forth herein.
B. Approves East Area 1 Specific Plan Amendment No. 4 attached as Exhibit “A” and the General Plan amendments attached as Exhibit “B”, which are incorporated by these references as if fully set forth herein.
SECTION 7: Reliance on the Record. Each and every one of the findings and determinations in this Ordinance are based on the competent and substantial evidence, 435
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both oral and written, contained in the entire record relating to the Project. The findings and determinations constitute the independent findings and determinations of the City Council in all respects and are fully and completely supported by substantial evidence in the record as a whole.
SECTION 8: Severability. If any part of this Ordinance or its application is deemed invalid by a court of competent jurisdiction, the City Council intends that such invalidity will not affect the effectiveness of the remaining provisions or applications, and to this end the provisions of this Ordinance are severable.
SECTION 9: Notice. The City Clerk is directed to certify the passage and adoption of the Ordinance, make a note of the passage and adoption in the records of this meeting, and within fifteen days after the passage and adoption of this Ordinance cause it to be published and posted in accordance with California law.
SECTION 9: This Ordinance will become effective on the 31st day following its passage and adoption.
PASSED AND ADOPTED this ______ day of April 2024.
_________________________________
Leslie Cornejo, Mayor
ATTEST:
_________________________
Julie Latshaw, CMC, City Clerk
APPROVED AS TO FORM:
___________________________
Monica Castillo, City Attorney
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EXHIBIT A
East Area 1 Specific Plan Amendment No. 4
[attached behind]
437
East Area 1 Specific Plan SP-3
Santa Paula, California
As Amended March 2024 438
East Area 1 Specific Plan SP-3
Santa Paula, California
City Council:
Leslie Cornejo, Mayor
Pedro Chavez, Vice Mayor
Jenny Crosswhite, Councilmember
Carlos Juarez, Councilmember
Andy Sobel, Councilmember
Planning Commission:
Aaron Dunkel, Chairperson
Maria Grace Kelly, Vice Chairperson
Austin Auger, Commissioner
Jason Herber, Commissioner
Noel Kiesewetter, Commissioner
Other Elected Officials:
Christy Ramirez, City Treasurer
Julie Latshaw, City Clerk
Appointed Officials:
Dan Singer, City Manager
Monica Castillo, City Attorney
Department Directors:
James Mason, Community & Economic Development Director
Clete J. Saunier, Public Works Director
Christy Ramirez, Director of Finance
Don Aguilar, Chief of Police
Gregory Barnes, Director of Parks and Recreation
Acknowledgements
439
City of Santa Paula
March 2024
East Area 1
Specific Plan SP-3
Santa Paula, California
Original Specific Plan Approved February 2008
Prepared by
HDR | Town Planning
Amended January 2015 and November 2015
Prepared by
Sargent Town Planning
in association with:
Meridian Consultants, LLC
Jensen Design & Survey
MJS Design Group, Inc.
Fehr & Peers Transportation Consultants
Amended June 2021 and March 2024
Prepared by
Meridian Consultants, LLC
in association with:
Jensen Design & Survey
440
East Area 1 Specific Plan SP-3
Santa Paula, California
1. Introduction
1.1. Introduction to the Specific Plan . . . . . . . . . . . . 1-1
1.2. Specific Plan Area . . . . . . . . . . . . . . . . . . . . . . 1-2
1.3. Background . . . . . . . . . . . . . . . . . . . . . . . . . . 1-2
1.4. Relationship to the Santa Paula General Plan . . . . 1-3
1.5. Specific Plan Preparation and Adoption . . . . . . . 1-3
1.6. Overview of the Specific Plan . . . . . . . . . . . . . . 1-4
1.7. Organization of the Specific Plan . . . . . . . . . . . . 1-6
2. Formand Character
2.1. Overview of Land Use Plan . . . . . . . . . . . . . . . . 2-1
2.2. Circulation Plan . . . . . . . . . . . . . . . . . . . . . . . 2-6
2.3. Grading Concept . . . . . . . . . . . . . . . . . . . . . . 2-6
2.4. Land Use Policies and Objectives . . . . . . . . . . . . 2-8
3. Infrastructure and PublicServices
3.1. Existing Utilities and Infrastructure . . . . . . . . . . . 3-1
3.2. Transportation . . . . . . . . . . . . . . . . . . . . . . . . 3-1
3.3. Water Supply . . . . . . . . . . . . . . . . . . . . . . . . . 3-1
3.4. Wastewater Master Plan . . . . . . . . . . . . . . . . . . 3-8
3.5. Drainage Master Plan . . . . . . . . . . . . . . . . . . . 3-10
3.6. Electricity . . . . . . . . . . . . . . . . . . . . . . . . . . 3-14
3.7. Gas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-14
3.8. Telephone . . . . . . . . . . . . . . . . . . . . . . . . . . 3-14
3.9. Cable . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-14
3.10. Solid Waste . . . . . . . . . . . . . . . . . . . . . . . . . 3-14
3.11. Public Safety Services . . . . . . . . . . . . . . . . . . . 3-15
3.12. Schools . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-15
3.13. Parks and Recreation . . . . . . . . . . . . . . . . . . . 3-15
3.14. Goals, Policies and Programs . . . . . . . . . . . . . . 3-17 Appendices
A Approved Administrative Modifications
4. Implementation
4.1. Introduction . . . . . . . . . . . . . . . . . . . . . . . . . 4-1
4.2. Specific Plan Regulatory Approach . . . . . . . . . . . 4-1
4.3. Implementation Schedule . . . . . . . . . . . . . . . . 4-1
4.4. Infrastructure and Public Facilities/Services . . . . . 4-1
4.5. Financing Plan . . . . . . . . . . . . . . . . . . . . . . . . 4-3
4.6. Methods and Procedures for Implementation . . . . 4-3
4.7. Specific Plan Approvals . . . . . . . . . . . . . . . . . . . 4-3
4.8. Administration . . . . . . . . . . . . . . . . . . . . . . . . 4-3
4.9. Submission, Review and Approval Requirements . . 4-4
4.10. Maximum Development Yield and
Density Transfers . . . . . . . . . . . . . . . . . . . . . . 4-9
5. DevelopmentStandards
5.1. Purpose and Applicability . . . . . . . . . . . . . . . . . 5-1
5.2. Regulating Plan . . . . . . . . . . . . . . . . . . . . . . . 5-6
5.3. Land Use Regulations . . . . . . . . . . . . . . . . . . . 5-8
5.4. Building Setback and Height Standards . . . . . . . 5-15
5.5. Parking and Service Standards . . . . . . . . . . . . . 5-16
5.6. Thoroughfare Design Standards . . . . . . . . . . . . 5-19
5.7. Landscape Standards . . . . . . . . . . . . . . . . . . . 5-35
5.8. Historic Features . . . . . . . . . . . . . . . . . . . . . . 5-44
6. Design Guidelines
6.1. Design Guidelines Overview . . . . . . . . . . . . . . . 6-1
6.2. Neighborhood Design Guidelines . . . . . . . . . . . . 6-2
6.3. Hallock Center and Civic District
Design Guidelines . . . . . . . . . . . . . . . . . . . . . 6-21
6.4. Architectural Design Guidelines . . . . . . . . . . . . 6-26 Table ofContents
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City of Santa Paula
March 2024
Table ofContents
Tables
2-1 East Area 1 Land Use Summary . . . . . . . . . . . . . 2-2 3-1 Sumary of Ultimate Domestic Water Land Uses
and Demands . . . . . . . . . . . . . . . . . . . . . . . . 3-2 3-2 Summary Wastewater Generation for Sewer . . . . . 3-8 5-1 Allowed Land Uses and Permit Requirements . . . 5-10 5-2 Minimum Building Setbacks . . . . . . . . . . . . . . 5-15 5-3 Maximum Building Heights . . . . . . . . . . . . . . . 5-15 5-4 Thoroughfare Categories and Types . . . . . . . . . . 5-20 6-1 Sign Guidelines . . . . . . . . . . . . . . . . . . . . . . . 6-35 Figures
1-1 Regional Location Map . . . . . . . . . . . . . . . . . . 1-1 1-2 Specific Plan Area Location . . . . . . . . . . . . . . . . 1-1 1-3 View of the Specific Plan Area and Vicinity . . . . . . 1-2 1-4 Overhead View of the Specific Plan Area
and Vicinity . . . . . . . . . . . . . . . . . . . . . . . . . . 1-2 2-1 Rendering of Santa Paula Street . . . . . . . . . . . . . 2-2 2-2 East Area 1 Illustrative Plan . . . . . . . . . . . . . . . . 2-3 2-3 Rendering of Park Blocks . . . . . . . . . . . . . . . . . 2-4 2-4 Rendering of a Typical Neighborhood Street . . . . . 2-5 2-5 Rendering of the Haun Creek Greenway . . . . . . . 2-5 2-6 Conceptual Grading Plan . . . . . . . . . . . . . . . . . 2-7 3-1 Water Well Field Schematic Layout . . . . . . . . . . . 3-3 3-2A Domestic Water Schematic Layout . . . . . . . . . . . 3-4 3-2B Recycled Water Schematic Layout . . . . . . . . . . . . 3-5 3-3 Water Quality Plan . . . . . . . . . . . . . . . . . . . . . 3-6 3-4 Wastewater System Schematic Layout . . . . . . . . . 3-9 3-5 Existing Drainage Areas . . . . . . . . . . . . . . . . . 3-11 3-6 Drainage Master Plan . . . . . . . . . . . . . . . . . . . 3-13 3-7 Public Services and Civic Uses . . . . . . . . . . . . . 3-16 4-1 East Area 1 Phasing Guide . . . . . . . . . . . . . . . . . 4-2 5-1 Regulating Plan . . . . . . . . . . . . . . . . . . . . . . . 5-7 5-2 Parking Convenience and Duration . . . . . . . . . . 5-18 5-3 Thoroughfare Type Diagram . . . . . . . . . . . . . . 5-21 5-4 Master Street Tree Plan . . . . . . . . . . . . . . . . . . 5-37 5-5 Historic Features . . . . . . . . . . . . . . . . . . . . . . 5-45 6-1 Vertical Configuration of Materials . . . . . . . . . . . 6-27 6-2 Visible Support of Projecting Elements . . . . . . . . 6-27 6-3 Window Configurations . . . . . . . . . . . . . . . . . 6-29 6-4 Shopfront Assembly . . . . . . . . . . . . . . . . . . . . 6-30 6-5 Storefront Configurations . . . . . . . . . . . . . . . . 6-31 6-6 Fence Height and Placement . . . . . . . . . . . . . . 6-31 442
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1. Introduction
1-1
1.1 Introduction to theSpecific Plan
This East Area 1 Specific Plan (“EA1SP”) was prepared in conformity with Government Code §§ 65451, et seq. Together with zoning regulations adopted by the Santa Paula Municipal Code (“SPMC”), and other Applicable Law, this EA1SP sets forth the regulations for East Area 1.
Pursuant to Government Code § 65450, a specific plan must include text and a diagram or diagrams which specify all of the following in detail:
• The distribution, location, and extent of the uses of land, including open space within the area covered by the plan. • The proposed distribution, location, extent, and intensity of major components of public and private transportation, sewage, water, drainage, solid waste disposal, energy and other essential facilities proposed to be located within the land area covered by the plan and needed to support the land uses described in the plan.
• Standards and criteria by which development will proceed, and standards for the conservation, development, and
utilization of natural resources, where applicable.
• A program of implementation measures including
regulations, programs, public works projects and financing measures necessary to carry out the above items.
• A discussion of the relationship of the EA1SP to the
General Plan.
This EA1SP is compatible and consistent with the goals and policies outlined in the General Plan. The EA1SP will further the goals and policies of the General Plan as more fully described below.
This EA1SP was prepared to provide the essential relationship between the policies of the Santa Paula General Plan and actual development in the Project area. By functioning as a regulatory document, the EA1SP provides a means of implementing the Santa Paula General Plan. All future development within the EA1SP boundaries must be consistent with the standards set forth in this document.
1.1 Introduction to the Specific Plan
Figure 1-1: Regional Location Map
Figure 1-2: Specific Plan Area Location
Santa Paula
Ventura
Fillmore
Moorpark Saticoy
Montalvo
Camarillo
Simi Valley
Thousand Oaks
Project
Location
LOS PADRES
NATIONAL FOREST
ANGELES
NATIONAL
FOREST
Los Angeles County
Sespe
Condor
Sanctuary
Ventura County
Kern County Kern County
Los Angeles County
5 5
126
126
150
444
East Area 1 Specific Plan
Santa Paula, California
1. Introduction
1-2
1.2 Specific Plan Area
The EA1SP regulates real property (approximately 501
acres) located in the City of Santa Paula, County of Ventura, State of California, described as follows (the “Specific Plan Area”): The site is located east of Santa Paula Creek, north of Telegraph Road, west of Haun/Orcutt Creeks and south of the Topatopa Mountains.
Figures 1-1 (Regional Location Map), 1-2 (Specific Plan Area Location), 1-3 (View of the EA1 Area and Vicinity) and 1-4 (Overhead View of the EA1 Area and Vicinity) identifies the project in relation to the immediate specific plan
vicinity and region.
1.3 Background
The City of Santa Paula is located directly west of the City of Fillmore, east of the City of San Buenaventura and north of the Santa Clara River. The Specific Plan Area is bounded on the north by hillside agricultural land, on the west by Santa Paula Creek, on the south by a small number of single-family homes on Texas Lane, the Santa Paula Branch Rail Line and State Route 126 (SR 126), and on the east by Haun Creek. Regional access is provided by SR 126 with local access provided from Hallock Drive and Telegraph Road.
The City of Santa Paula is located in the heart of the Santa Clara River Valley and surrounded by groves of oranges, lemons and avocados. The historical significance of the citrus industry led the City to be known as the Citrus Capital of the World. Haun Creek is the eastern edge of the City of Santa Paula and the agricultural land to the east is included in the Santa PaulaFillmore Greenbelt, adopted by the cities of Santa Paula and Fillmore and the County of Ventura to preserve open space and agriculture in the Santa Clara River Valley.
Santa Paula is a city steeped in cultural diversity and a blended heritage, which made it the unique community it is today.
Celebrated for its sense of tradition and architectural integrity, the City is a virtual showcase of classic architectural styles, from American Farmhouse, Mission and California Bungalows, to the more ornate Queen Anne and English Tudor.
Santa Paula’s colorful history can be traced through its diverse residential areas, as well as classic commercial buildings like the Limoneira Building, the Mill Building, and the California Oil Museum. This historic character provides a foundation of residential and commercial architectural design themes to build upon within the Specific Plan Area.
1.2 Specific Plan Area
Figure 1-3: View of the Specific Plan Area and Vicinity Figure 1-4: Overhead View of the Specific Plan Area
and Vicinity
445
City of Santa Paula
March 2024
1. Introduction
1-3
The City of Santa Paula was founded and continues to be largely sustained by agriculture and its associated industry.
The downtown commercial center of the City grew from the proximity to the railroad and the residential areas spread northward into the hills. The Santa Clara River and Santa Paula Creek acted as natural boundaries to the City’s growth.
Except for the northern portion of the Specific Plan Area , the land slopes gently to the southeast with slopes of less than 5 percent on a majority of the southern portion of the Specific Plan Area. The steep hills in the northern portion of the Specific Plan Area have slopes between 15 and 30 percent. A transitional plateau between these steep hills and the lower portion of the Specific Plan Area contain slopes between 5 and 15 percent.
The Specific Plan Area includes three different basic geologic formations. The northern steep portion is comprised of a bedrock formation of silts and sands prone to erosion. Alluvium and older alluvium deposits, relatively rocky in character, form the flatter portions of the Specific Plan Area.
The Specific Plan Area overlies a portion of the Santa Paula and Fillmore groundwater basins. Water for the existing agricultural operations is provided by onsite wells.
The Specific Plan Area was utilized for intensified agricultural activities for many years. The established orchards and related farm buildings and improvements – including nine small single family homes occupied by farmworkers – are the dominant features of the Specific Plan Area.
Santa Paula Creek forms a boundary between the Specific Plan Area and the existing developed portions of the City of Santa Paula. Haun Creek is the eastern boundary of the City of Santa Paula, forms a natural edge to the Specific Plan Area and the beginning of the large agricultural greenbelt area that extends eastward to the City of Fillmore. Some remnants of native vegetation are present both in Haun Creek and in the steeper hills on the northern portion of the Specific Plan Area.
This EA1SP includes comprehensive development guidelines and implementation measures to ensure the creation of a vibrant, livable community with readily accessible amenities and attractive streetscapes and public places.
A network of dedicated open space is provided along Santa Paula and Haun Creeks, and through the preservation of the northern portion of the Specific Plan Area.
1.4 Relationship to theSanta Paula General Plan
1.4 Relationship to theSanta Paula General Plan
A specific plan is a tool for implementation of the General Plan and, therefore, must be consistent with the City’s General Plan (Government Code §§ 65450, et seq.).
As shown in Section 1.6.3 (Consistency with the General Plan), the EA1SP is consistent with the goals, policies, and programs in the General Plan. The EA1SP also conforms to the Government Code requirements for specific plans (see Chapter 4 for more discussion).
The City’s 2040 General Plan Land Use Element identified the Specific Plan Area as one of five potential expansion areas and included guidance for the planning of this area. The General Plan required the preparation of a specific plan along with market and fiscal impact studies before annexation. After the City Council approved EA1SP in February 2008, voters amended the General Plan in 2008 to allow the EA1SP to regulate the Specific Plan Area following annexation. The City Council approved an amendment to the EASP1 in 2015 to refine the land use plan concurrent with approval of a master tentative tract map to implement the Specific Plan.
1.5 Specific Plan Preparation and Adoption
The General Plan required the preparation of a specific plan along with market and fiscal impact studies before annexation. Preparation of the EA1SP began with the East Area 1 Steering Committee (“Committee”). At the direction of the Committee and property owner, a design team prepared different designs for public consideration. Among other things, the design team’s efforts incorporated aerial photography; surveying; title research; review of applicable law; review of relevant environmental data; review of circulation and utility infrastructure; survey and interviews with community leaders and local residents; and other, similar, matters.
Thereafter, the Committee held a series of public meetings in 2006 to solicit public input from the property owners, City residents, City staff, other City officials, and other public agencies. Among other things, the Committee received
information related to land use, circulation, economic
development, and design.
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1.6 Overview of theSpecific Plan
1.6.1 Purpose and Authority of the Specific Plan
This EA1SP is intended to provide for the orderly and efficient development of the Specific Plan Area in accordance with the General Plan. In conjunction with the General Plan, this EA1SP implements the plan for the physical development of the Specific Plan Area and provides the regulatory requirements for all future development within the Specific Plan Area.
1.6.2 Specific Plan Scope and Goals
This EA1SP implements General Plan goals and policies by establishing land use designations, traffic circulation patterns, development policies, and infrastructure necessary to support the planned intensity of development. To achieve this purpose, this EA1SP has the following goals:
• Provide a single comprehensive plan for managing land use development, infrastructure, open space, and other
resources to accommodate projected business growth,
while protecting the area’s natural resources.
• Identify appropriate locations and intensity for
development considering constraints related to water
supply, infrastructure availability, and environmental
considerations.
• Provide policy and implementation direction for the
Specific Plan Area to implement the General Plan’s
contemplated land use of the Specific Plan Area.
• Provide clear design guidelines and standards to allow for flexibility in the implementation and build-out of planned development within the Specific Plan Area.
1.5 Specific Plan Preparation and Adoption
On March 2, 2006, the Committee considered a conceptual design which reflected public input and forms the basis for the EA1SP. Shortly thereafter, the property owner filed an application with the City. An Environmental Impact Report (EIR) was prepared to evaluate the potential environmental effects of the proposed project as required by the California Environmental Quality Act (CEQA). On February 26, 2008, the City Council certified the Final EIR and approved the EA1SP, subject to voter approval in accordance with applicable law. On June 3, 2008, voters amended the General Plan to include East Area 1 within the City Urban Restriction Boundary (CURB). In March 2011, the Ventura Local Agency Formation Commission approved reorganization of the City’s boundaries, thus allowing annexation of East Area 1 within the City’s jurisdiction. This change was recorded in February 2013.
The City Council approved an amendment to the the approved EA1SP (2008 EA1SP) in January 2015 (Amendment No. 1) to address the addition of three parcels to the proposed East Area 1 annexation.
In February 2015, a second amendment to the 2008 EAISP
(Amendment No. 2) to refine the land use plan concurrent with approval of a master tentative tract map, Tract Map No. 5854, to implement the Specific Plan. In November 2015, a third amendment to the 2008 EA1SP (Amendment No. 3) was approved adjusting setback and landscaping requirements and authorizing the Community and Economic Development
Director to approve administrative adjustments to setback requirements.
In June 2021, a third amendment to the 2008 EA1SP
(Amendment No. 4) was approved expanding the range of
residential land uses allowed in the Civic District and Hallock Center Zones to include single-family residential uses and reflecting that Santa Paula Unified School District no longer planned development of an elementary school on the 10.9- acre site in the Civic District.
This EA1SP is the fourth amendment to the 2008 EA1SP
(Amendment No. 4), which increases the number of permitted residential units by 550 units from 1,500 units to 2,050 units, and reduces the amount of commercial development allowed. 447
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1.6.3 Consistency with the General Plan
As shown below, the EA1SP is consistent with all applicable provisions of the General Plan.
A. LandUse Element. The Land Use Element Map designates East Area 1 as Specific Plan.
B. Open Space and Conservation Element. The EA1SP
provides more than 225 acres of open space areas. The
open space is accessible to the public. The EA1SP conserves natural resources by providing buffers from Santa Paula and Haun Creeks and preserve views of the highest visible hillsides by restricting development to the lower portion of the project site.
C. Safety Element. Development will occur in the non-high fire zone of the site reducing the fire hazard of this area.
The EA1SP includes 100 foot buffers along Santa Paula
Creek, reducing the flooding risk of this area. Flows from the project will not exceed existing conditions and will address historic flooding issues associated with Haun
Creek at State Route 126.
D. Circulation Element. The EA1SP provides for the
extension of Santa Paula Street over Santa Paula Creek
and improvement of Hallock Drive south of the project
site, thus providing improved circulation to and from the project site and remainder of Santa Paula. Hallock Drive provides primary access to the Specific Plan Area from SR126 and Telegraph Road with the planned extension of Santa Paula Street providing secondary access and direct access to the existing community located west of Santa
Paula Creek. The Ventura County Fire District has approved secondary emergency access for use until the extension of Santa Paula Street through construction of the future Santa Paula Creek Bridge is completed. The streets within the project site are designed to balance the needs and serve pedestrians, cyclists and motorists. The plan includes a pedestrian network, including trails,, encouraging people to walk whenever possible to satisfy their daily needs.
E. Noise Element. The EA1SP provides for neighborhoods that are designed to encourage walking and biking as
an alternative to driving. This is intended to reduce
automobile trips and related community noise levels.
Construction activities are subject to SPMC regulations as may be amended which restrict construction activities to during the work week.
F. Housing Element. The EA1SP will provide up to 2,050 residential units, with a variety of single family homes and multifamily units. This will add new housing to the City’s housing stock in inventory. Compliance with the
inclusionary housing requirements set forth in the SPMC as may be amended will be accomplished by providing
the City with public benefit housing down payment
program assistance funding of $500,000 in accordance
with Section 8.7.1 of the East Area 1 Development
Agreement, with an in-lieu inclusionary housing fee
of $6.5 million in accordance with Section 8.7.2 of the East Area 1 Development Agreement. In addition, the
2024 amendment to the Development Agreement (2024
Development Agreement) provides that for each unit in
excess of the first 1,500 units, the Master Developer must pay $500 per unit unto the Down Payment Assistance
Program, and an additional contribution of $5.5 Million into the City’s Affordable Housing Trust Fund to be used for an off-site affordable housing project commonly known
as Rise Santa Paula located at 18004 East Telegraph Road.
Should the City not finance Rise Santa Paula for any reason, the Master Developer will either fund a replacement offsite affordable housing project or pay in-lieu fees at $15,000 per unit in accordance with Section 8.7.2 of the 2024 Development Agreement.
1.6 Overview of theSpecific Plan
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1. Introduction
1-6
1.7 Organization of theSpecific Plan
This EA1SP is organized to include all elements of a specific plan required by the Government Code. In addition, it provides additional guidance on design elements intended to ensure the development of a sustainable new community.
The Illustrative Plan presented in Figure 2-2 presents the community design for East Area 1. This EA1SP is organized into six sections addressing various topics important to the planning of the Specific Plan Area and the elements required by the Government Code in specific plans.
1. Introduction. This introduction section describes the intent and purpose of the Specific Plan and the context of East Area 1 within the City and the Santa Clara River Valley, including an overview of the relationship of EA1SP to the Santa Paula General Plan. The section also describes the land use goals, policies and objectives for East Area 1.
2. Form and Character. This section summarizes and
illustrates the intended form, character and land uses of the East Area 1 community. This EA1SP places a primary
emphasis on a human-scale public realm, the town scale and pedestrian orientation of buildings, and providing a range of housing choices within comfortable walking distance of neighborhood services, school facilities, and parks.
3. Infrastructure and Services. This section identifies and describes the infrastructure systems and public services planned to support the development permitted in East
Area 1 by this EA1SP.
4. Implementation. The section describes the process and the roles and responsibilities of the City and the Master Developer for implementing this EA1SP.
5. Development Standards. This section provides for
minimum setback and maximum height standards for
buildings, along with standards for the design of parking, neighborhood streets, and landscaping.
6. Design Guidelines. This section provides guidelines and recommendations for massing buildings and organizing
them on the lot, as well as guidelines for architectural and landscape design. As with the development standards in
Section 5, the emphasis of these guidelines is the shaping of streetscapes to provide a comfortable pedestrianoriented neighborhood environment.
1.7 Organization of theSpecific Plan
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2.1 Overview ofLand Use Plan
2.1 Overview of Land Use Plan
2.1.1 Development Concept
As set forth below, the EA1SP includes comprehensive
development guidelines and implementation measures.
The development concept will be implemented through the Development Standards and Design Guidelines in Sections 5 and 6 of this Plan, respectively, which guides the design and construction of all improvements, and the location and nature of all land uses within the Specific Plan Area. The Development Standards and Design Guidelines are intended to ensure that all buildings, related site improvements, and public improvements work together to define a pedestrianoriented public realm – harmonious with each other in scale and architecture – and to create attractive, walkable neighborhoods in character with Santa Paula’s historic
neighborhoods.
2.1.2 Land Use Plan
East Area 1 is characterized by a unique range and
combination of land uses, building scales and streetscape designs, organized into three distinct planning areas – the Civic District, the Hallock Center and the Neighborhood.
The Neighborhood planning area, in turn, consists of three neighborhood subareas: the Haun Creek Neighborhood,
the Foothill Neighborhood, and the Santa Paula Creek
Neighborhood (see Figure 2-2, East Area 1 Illustrative Plan).
East Area 1 also provides four open space designations that regulate the design and use of common open space areas:
the Agricultural Preserve, the Open Space Preserve, Parks/ Greenways, and Sports Park. Finally, there are two special frontage overlays that provide some additional standards and guidelines for selected street frontages: the East Center Overlay, and the Pedestrian Priority Overlay (see Figure 5-1, Regulating Plan). Table 2-1 identifies the type and intensity of uses allowed within these planning areas, and Figures 2-1, 2-3, 2-4, and 2-5 illustrate the envisioned design character.
View of Santa Paula Street as it passes by the Haun Creek Neighborhood towards the Foothill Neighborhood.
Figure 2-1: Rendering of Santa Paula Street
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1. The Hallock Center is the main entry to East Area 1, whether arriving via Hallock Drive from Telegraph Road
and Highway 126 to the south, or via Santa Paula Street from the west. Hallock Center is planned to include single and multi-family housing types. Neighborhood serving
commercial uses are also allowed in Hallock Center. The Hallock Drive entry into East Area 1 focuses on a new civic green, which includes the Harvest Entry Park and Sports Park community facilities adjacent to the Civic District, near the center of East Area 1. Hallock Center also includes the existing packing house building located on the northwest corner of Hallock Drive and Telegraph Road.
The northerly edge of Hallock Center is defined by an
east-west green in which the historic Ranch Well House is the central landmark, and its east edge is defined by the historic palm-lined ranch entry drive.
2. The Civic District, generally located in the southwest quadrant of East Area 1, includes a large sports park.
3. TheNeighborhoodplanning area consists of three distinct neighborhood subareas, the Haun Creek Neighborhood,
the Santa Paula Creek Neighborhood, and the Foothill
Neighborhood.
The Haun Creek Neighborhood is located in the southeast quadrant of East Area 1. This neighborhood is intended
to include a variety of single-family detached residences.
The Haun Creek Neighborhood emphasizes its connection
to the permanent open space environment of Haun Creek
and the Perimeter Trail along its east edge – as well as the Santa Paula/Fillmore Greenbelt beyond – while also
focusing inward to a central neighborhood green.
The Santa Paula Creek Neighborhood is located in the
Land Use Quantity
Residential Uses
Hallock Center and Neighborhood 1 2,050 units
Total 2,050 units
Non-Residential Uses
Commercial 10,000 sf
School Facilities 8.3 acres
Undeveloped Land
Agricultural Preserve 55.0 acres
Open Space Preserve 77.3 acres
Parks/Greenways 55.2 acres 2
Sports Park 37.8 acres
Total 225.3 acres
1 Up to 10,000 square feet of commercial uses allowed in the Hallock Center District subject to Director approval under Section 4.8.3. Commercial uses also allowed in the existing historic Packing House building at 18245 E. Telegraph Road.
2 Comprised of the 27.9 acre Haun Creek Greenway, 19.3 acre Santa Paula Creek Greenway, and 8.0 acres of public park space
Table 2-1: East Area 1 Land Use Summary
2.1 Overview ofLand Use Plan
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Figure 2-2: East Area 1 Illustrative Plan
2.1 Overview ofLand Use Plan
Santa Paula Creek
keerC nuaH
Palm Lane
Park Blocks
Hallock Entry
Telegraph Road
V.C.T.C.
Hwy 126
Santa Paula Creek
Neighborhood Haun Creek
Neighborhood
Haun Creek Drive
Park Loop Rd. Santa Paula St.
Santa Paula St
Sant
.
a Paula Creek Edge
Drive
Foothill
Neighborhood
Legend
School Site
Hallock Center
Neighborhood
Neighborhood Subarea
Agricultural Preserve
Open Space Preserve
Parks/Greenways
Sports Park
Foothill Collector
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The historic Well House is the landmark of the Park Blocks in the heart of the Haun Creek Neighborhood.
Figure 2-3: Rendering of Park Blocks
northwest quadrant of East Area 1, along the east bank
of Santa Paula Creek, north of the Civic District and west of the foothills. Similar to the Haun Creek Neighborhood in its street layout, this neighborhood emphasizes
connections to the permanent open space of Santa
Paula Creek and the bluffs to the north and east. It is planned to include a range of single-family residences.
The neighborhood is flanked by parks and open space
including a broad open space buffer along Santa Paula
Creek, and park space along the north edge of the Civic District. The Perimeter Trail runs through the linear park along the creek, the Hallock Trail runs along the foot of the east side of Hallock Drive, connecting to trailheads leading to the foothills to the north and to the Santa Paula Branch Line Trail to the south. The neighborhood is anticipated to include a neighborhood park and one or more smaller
neighborhood greens.
The Foothill Neighborhood occupies the northeast
quadrant of East Area 1. This neighborhood rises from
the relatively flat terrain of the southerly half of East Area 1 up the shallower portions of the slopes of the hills to the north. Development is limited to those portions of the
foothills that require only moderate grading, leaving the steeper and more visible portions of the hills untouched and in agricultural production. This neighborhood will
be characterized by a range of single-family detached
residences. The Perimeter Trail runs along the north edge of this neighborhood, connecting to multiple trailheads leading to recreational trails in the foothills to the north and to the Haun Creek Greenway to the east.
2.1 Overview ofLand Use Plan
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2.1 Overview ofLand Use Plan
Houses face tree-lined street with street-facing windows and frontage types such as porches and stoops.
Figure 2-4: Rendering of a Typical Neighborhood Street
Figure 2-5: Rendering of the Haun Creek Greenway
Houses overlooking Haun Creek Greenway along the eastern edge of the Haun Creek Neighborhood. 454
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2.2 Circulation Plan
Circulation is provided by a network of thoroughfares
designed with the principle of using interconnected and a varied pattern of context sensitive thoroughfares to serve a variety of situations and programmatic objectives to the plan area. The Specific Plan Area’s circulation system consists of a hierarchical arrangement of specific thoroughfare types within a range of neighborhood environments. The depth and versatility of the proposed thoroughfare network is described and illustrated in more detail in Section 2.2, in Table 5-4 and in Figure 5-3. In general, the circulation plan has five major thoroughfare classifications: major entry, major, residential collector, residential and other (which includes: alley, paseo, and trails). Greater discussion of project thoroughfares is contained in Section 5.6.
The layout of streets within the four planned phases of specific plan development will be reviewed as each Master Developer submits tentative map requests or Map Revisions to the City in accordance with this EA1SP.
2.3 Grading Concept
The Conceptual Grading Master Plan (Figure 2-6) addresses the lower and middle elevation zones where development
is permitted while leaving the steeper upper elevation zone ungraded. The lower elevation zone will be graded to roughly 2% land gradient, thus yielding roadways and blocks in the lower areas of generally grades of 1 % to 3%. Elevations will remain unchanged with minor variations to account for
shrinkage of the soils and recontouring of drainage surfaces.
Cuts and fills will be in the magnitude of 6’ – 10’ in the lower plate, predominantly resulting from over excavation and recompaction of the existing soil to create appropriate conditions for development.
In the middle elevation zones, the terracing of the land will occur in the northernmost areas as shown on the Regulating Plan (Figure 5-1). Cuts and fills will be in the magnitude of 36’ in the middle elevation zone to form the land into terraces.
Roadway grades in the middle elevation zone will vary
between 2% and 8% with some limited roadway segments
approaching a 12% grade. All grading must be accomplished pursuant to a grading plan approved by the Director.
2.2 Circulation Plan
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2.3 Grading Concept
Figure 2-6: Conceptual Grading Plan
Source: Jensen Design & Survey, Inc. 2022.
SANTA PAULA CREEK
ORCUTT CREEK
TELEGRAPH ROAD
DRIVE
S.P.R.R.
HALLOCK
HWY 126
BRIDGE
TO SANTA CLARA
RIVER
RIVER
LOWER DETENTION BASIN
SANTA CLARA
TO
BASIN
ORCUTT
CREEK
OVERFLOW
CHANNEL
INFILTRATION
AREA
INFILTRATION
AREA
2/28/2023
PROJECT
BOUNDARY
FIGURE 3-5: CONCEPTUAL GRADING PLAN
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2.4 Land Use Policies and Objectives
East Area 1 is planned and designed to incorporate the
following:
• Establish an interconnected network of walkable streets and blocks similar to those existing in Santa Paula. Santa Paula’s historic community fabric is based on a network of streets that provides multiple routes for pedestrians, cyclists and motorists to move throughout the community.
East Area 1 incorporates such a network, ensuring that
the size, scale and pattern of new development will be
consistent with Santa Paula’s heritage of walkable, townscale neighborhoods and districts. • Establish a variety of development intensities and a mix of uses. Santa Paula’s older neighborhoods located adjacent to downtown and in McKevett Heights include a variety
of development intensities and uses, providing a range of housing choices within the same neighborhood and within walking distance of neighborhood-serving commercial
and civic uses. East Area 1 has been planned to have these same characteristics.
• Conserve natural resources. The land use plan provides buffers from Santa Paula and Haun Creeks and preserves
views of the highest most visible hillsides located in the northern portion of East Area 1 and of the Santa Clara
River to the south by restricting development to the lower portion of East Area 1. The plan conserves the natural open space that surrounds Santa Paula by providing a significant increment of the City’s future housing within compact,
walkable neighborhoods.
• Develop East Area 1 as a series of pedestrianoriented neighborhoods served by civic facilities and neighborhood-serving retail commercial uses to
encourage people to walk as an alternative to driving for many of their daily needs.
• Connect East Area 1 with the rest of town, particularly existing downtown Santa Paula, with streets that
accommodate automobile traffic, and routes for
pedestrians, bicyclists and transit.
• Integrate East Area 1 into the greater community as part of Santa Paula’s eastern gateway through new street
connections including extending Santa Paula Street and
Hallock Drive into East Area 1.
• Create a mixed-use community providing a variety of
housing types and lifestyle choices.
• Provide various open space types and locations that
will encourage and support informal social activity and recreation and reinforce the community’s identity and
connection to its natural and agricultural surroundings.
2.4.1 Plan-Wide Policies
The EA1SP seeks to implement the following policies:
• Neighborhoods have a clear center. Each neighborhood
has a discernible center. This is often a square or green and sometimes a busy or memorable street corner.
• Neighborhoods are structured around an approximate
5-minute walk from center to edge. Most dwellings are
within a five-minute walk of the neighborhood center
to promote walking and alternatives to driving. Such a
structure uses blocks that are between 220 and 800 feet in length depending upon the context and scale of a
particular neighborhood or district.
• Shops and Offices are adjacent. Non-residential uses are integrated to promote walkability and reduce the amount of traffic generated by residents.
• Small and strategically dispersed neighborhood parks.
Neighborhood parks are planned to be accessible
to all homes, typically serving a radius of one to four blocks, enabling activity at a compatible scale with the surrounding neighborhood. Trailheads to the adjacent
hills to the north are also provided where appropriate. • Small ancillary buildings are accommodated. Lots are
designed so as to accommodate future small ancillary
buildings in the rear, such as a home office, craft workshop, or second unit (e.g., “granny flat”).
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2.4 Land Use Policiesand Objectives
• Variety of dwelling types. A wide variety of single-family detached homes of many types and sizes and multifamily
units are allowed to provide the young and old, singles and families with housing choices that are suitable to their lifestyle.
• A site for high school facilities is located close enough to neighborhoods to allow students to walk from their home.
For those that choose to drive, and for students from other parts of Santa Paula, the school site is integrated into the planned civic district to provide easy and safe access for drivers as well.
• Streets are balanced to serve pedestrians, cyclists and motorists. Streets are balanced and scaled to their
context and role for use by motorists while creating an environment suitable for pedestrians and bicycles with onstreet parking and rows of shade trees. The width of the paved area for vehicles, curb radii and sidewalk widths are scaled appropriately. A range of traditional neighborhood street types provides several options within the following categories: mixed-use, residential, corridor, rural.
• Buildings create outdoor rooms. Buildings of all types are located to positively shape and activate public space, particularly around greens, squares and plazas.
• Parking is accommodated while maximizing the public
realm. Off-street parking is carefully designed to minimize intrusion into the pedestrian environment of the
streetscapes, particularly in Hallock Center and the central portion of the community.
• Neighborhoods provide a variety of places for gathering.
Each neighborhood is organized around public spaces
scaled to their particular context and character, adding identity and a sense of place within the overall plan area.
2.4.2 Plan-Wide Objectives
In addition to the above plan-wide policies, the following objectives apply to the entire Specific Plan Area:
• The Specific Plan Area is planned to combine residential neighborhoods, civic uses, and neighborhood-serving
commercial uses, interconnected and integrated at the
scale of a neighborhood and at the scale of a block to
maximize walkability, provide multiple route-choices,
and generate neighborhoods with long-term value. These
neighborhoods and districts are surrounded by an open
space district that includes open space buffers along Santa Paula and Haun Creeks and agricultural and open space
areas in the northern portion of East Area 1.
• East Area 1 provides a variety of housing options to
maximize the benefits to existing and future residents. • East Area 1 provides a sufficient concentration of housing to support viable neighborhood-serving commercial uses
in the City’s adjacent East Gateway Planning Area.
• Using proximity, walkability, and a sufficient concentration of resident and neighborhood-serving uses in East Area
1, the EA1SP maximizes the capture of trips within the
Specific Plan Area to reduce external traffic-generation and minimize the need for new infrastructure.
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2.4.3 Objectives by Specific Plan Area
In addition to the above objectives, the following objectives complement the Development Standards and Design
Guidelines for each Planning Area:
A. Hallock Center
• Generate frontages along the extension of Santa Paula Street for residential building types and building types that enable neighborhood serving commercial uses.
• Reserve commercial frontage for neighborhoodserving uses along Hallock Drive. • Locate buildings near or at frontage lines, depending upon the context of a particular block, helping to
spatially define a varied mixed-use streetscape.
B. Civic District
• Provide a site for additional school facilities integrated with a new Sports Park.
• Extend Santa Paula Street into East Area 1 to enhance access to Downtown Santa Paula for residents of
East Area 1 and access to the Sports Park and school
facilities for residents of existing neighborhoods to
the west of Santa Paula Creek.
C. Neighborhood
• Utilize residential street types that support walkability and define appropriately scaled blocks to provide
multiple pedestrian and bicycle routes to Hallock
Center and the Civic District.
• Provide public spaces that are defined by adjacent
streets and buildings, creating an “outdoor room
effect.”
• Structure the pattern of blocks on lengths of 400 to
600 feet, breaking longer blocks with pedestrian
paseos or mid-block playgrounds.
• Set buildings back from frontage lines, depending
upon the context of a particular block, helping to
define a more suburban streetscape and produce a
variety of front yard designs that create an authentic
sense of neighborhood.
• Provide a variety of single family residences to produce a varied neighborhood pattern.
• Integrate Haun Creek and the Specific Plan Area’s
eastern boundary with lower-intensity development
that opens to the natural and agricultural open space
to the east.
• Connect streets and pedestrian connections to
multiuse trails along Santa Paula Creek, Haun Creek
and into the foothills to the north.
• Concentrate development in areas that only require
moderate grading, leaving the steepest areas in
agricultural production.
• Concentrate hillside development within the lower
slope areas to the south to reduce the quantities of
grading required in the upper areas to the north.
• In steeper slope areas provide street and block
patterns that conform to the natural terrain to reduce
required grading.
D. Open Space Districts
• Create a substantial landscape buffer of 150 feet to
280 feet along Santa Paula Creek and a naturalized
landscape buffer along Haun Creek
• Provide athletic fields with dual use as a retention area for Haun Creek flood flows.
• Preserve hillside open space and active agricultural
land in an agricultural preserve.
• Intersperse parks throughout the residential
neighborhoods.
• Provide community park accessible by City residents
and the planned elementary and high schools.
• Provide pedestrian trail connectivity throughout.
See Section 5.2.1 for more detailed descriptions of the various building zones and overlays and open space zones.
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3.1 Existing Utilities and Infrastructure
Developing the Specific Plan Area requires improving existing infrastructure and services. Basic utilities, including water and sewer, already exist on-site.
The Government Code requires that a specific plan include text and diagrams that specify “the proposed distribution, location, and extent and intensity of major components of public and private transportation, sewage, water, drainage, solid waste disposal, energy, and other essential facilities proposed to be located within the area covered by the plan and needed to support the land uses described in the plan.”
This section of the Specific Plan fulfills this requirement and meets the SPMC requirements, as may be amended, for the preparation of specific plans. In addition, this section facilitates orderly development by identifying “backbone” utility
infrastructure needed to support the proposed development.
3.2 Transportation
As set forth in the Circulation Plan, addressed in Section 2.1.3, the Specific Plan Area will be developed with a number of different transportation elements.
3.3 Water Supply
3.3.1 Domestic Water Master Plan
A. Existing Conditions. The water supply for the East Area 1 Specific Plan Area was originally supplied by four water wells within the Specific Plan Area. These wells supplied water for both domestic consumption and agricultural
irrigation uses. Three existing wells are located within the Specific Plan Area adjacent to Orcutt Creek. Two of these wells are agricultural wells for the site, and the third is a well that supplies water to an adjoining property to the east located outside the Specific Plan Area. The fourth well is located within an existing pump house at the center of Pump House Lane.
One of these wells has been upgraded from an agricultural well to a domestic well (Well 6). Prior to upgrading the well, a well evaluation study was prepared, and this study was reviewed and approved by the City’s Public Works
3.1 Existing Utilitiesand Infrastructure
Department. The second well adjacent to Well 6 has been abandoned. The fourth well on Pump House Lane will
remain as a dedicated private agricultural well providing water to the agricultural preserve area on the hillside in the northern portion of the Specific Plan area.
B. Domestic Water Demands. The estimated annual
average water demand for the uses allowed by the
Specific Plan is 741 acre-feet per year (AFY). The estimated demand for residential uses is based on a domestic
demand of 64 gallons per capita per day (gpcd) and an
average household size of 3.5 people per residential unit (See Table 3-1). This demand rate was determined by
using one complete year (2022) of water meter readings
for 316 occupied single-family residences within East Area
1. The water meter readings averaged 51 gpcd for these
316 homes. The demand rate was increased 25% to 64
gpcd for purposes of estimating the water demand for the residential uses allowed by the Specific Plan.
Of the total annual demand, 534 AFY is potable water
demand and 207 AFY is non-potable water demand for
irrigation of private parks and the Santa Paula Sports
Park. The Specific Plan Area overlies two groundwater
basins: the Santa Paula and Fillmore Basins. The 741 AFY of water needed for the uses allowed by the Specific
Plan will include approximately 365 AFY of groundwater
from the Santa Paula Basin and approximately 376 AFY
of groundwater from the Fillmore Basin. The amount of
water to be pumped from the Fillmore Basin is limited to the amount historically used for agricultural purposes.
The agricultural preserve located in the northern portion of the Specific Plan Area will be irrigated with water pumped from the existing agricultural well on Pump House Lane.
The estimated demand for the agricultural preserve is
approximately 122 AFY.
C. Well Field System. The City’s Potable Water System
Master Plan identifies the need for a new well field in the Santa Paula Basin within the Specific Plan Area and an
upgrade of the existing well in the Fillmore Groundwater Basin to provide the water needed for the use allowed by the Specific Plan. Figure 3-1 provides a schematic layout of the planned Domestic Water Well Field Master Plan.
Two new wells are planned near the western edge of the
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3. Infrastructure and PublicServices
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3.3 WaterSupply
Table 3-1: Water Demand
Source: Jensen Design & Survey, 2022.
Notes: Totals in table may not appear to add exactly due to rounding in the model calculations. 1 Demand is estimated at 3.5 residents per dwelling for all proposed dwellings per the City of Santa Paula Water Master Plan (single-family 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, which equates to 64 gpd/person. 2 Estimate of water demand for agricultural uses is based on use over the last five years that was 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.
Land Use Amount Area
(acres)
Demand Rates Annual
Demand (AF)
Average Daily
Flow (GPM)
Maximum Day Demand
(GPM) (1.5* ADD)
Peak Hour Demand
(GPM) (2.7* ADD)
Residential 1 2,050 units
Santa Paula Creek Neighborhood 489 units 64 gpd per person 122.7 76.1 114.1 205.4 Foothill Neighborhood 554 units 64 gpd per person 139.0 86.2 129.3 232.7 Haun Creek Neighborhood 707 units 64 gpd per person 177.4 110.0 165.0 296.9 Hallock Center 300 units 64 gpd per person 75.3 46.7 70.0 126.0 Civic/Institutional
School Site and Private Recreation
Facilities 10.94 1.81 AFY per acre 19.8 12.3 18.4 33.1
Commercial 10,000 sf 15.1 gal/sq.ft./yr 0.5 0.3 0.4 0.8 Other Water Consumption 2
Santa Paula Sports Park 37.8 2.22 AFY per acre 83.9 52.0 78.0 140.5 Parks/Greenways 55.2 2.22 AFY per acre 122.5 76.0 114.0 205.1 Agriculture Preserve (irrigated) 3 55.0 No water use 0.0 0.0 0.0 0.0 Open Space Preserve (not irrigated) 77.3 No water use 0.0 0.0 0.0 0.0 Total Water Demand 741.1 459.4 689.2 1,240.5
Specific Plan Area, adjacent to Santa Paula Creek. The
existing well adjacent to Orcutt Creek will be upgraded.
The easterly well (well 6) in the Fillmore Basin will be designed with a capacity to pump 1,000 gallons per
minute (gpm). The 376 AFY of water from the Fillmore
Basin can be pumped with this well by running this well approximately 5.6 hours a day, 365 days per year. Well
6 will have point source water treatment to meet State
Waterboard requirements.
Well 7, the southwest well, will be designed with a capacity to pump 2,500 gpm, and Well 8, located north of Well 7, will be designed with a capacity to pump at 1,500 gpm.
Well 7 will have a treatment facility that will treat water from both Well 7 and Well 8 prior to this water entering the City domestic system. Running these wells approximately 9 hours per day will provide 365 AFY of water.
D. Water Storage and Delivery System. The East Area
1 Domestic Water Master Plan has a double zone system
as shown in Figure 3-2a. All new wells will feed a new
3.0-million-gallon (MG) in-ground concrete tank set at
a bottom elevation of 458 feet for the City and East Area 1’s 200 zone. A new 20” feeder and fill line will proceed from the intersection of Santa Paula Street and Grant
Line through the bridge northeast in Santa Paula Street through the Specific Plan Area, terminating at the new
3.0 MG concrete tank. This new tank will serve as a source for domestic consumption in East Area 1 and will provide additional water storage for the City.
Lots within the Specific Plan Area below the 330 contour elevation will be serviced from this tank, which requires a minimum of 1.99 million gallons of storage. This leaves a surplus of 1.01 million gallons for the City’s 200 zone. The surplus already accounts for the new demand of 123 AFY
estimated for the East Gateway Planning Area (East Area 2), located immediately south of East Area 1. The tank site will provide a domestic supply system comprised of 8” through 20” mains within the Specific Plan Area. This distribution system will connect to the City’s existing water system over the Santa Paula Street Bridge to the west, and within the Hallock Drive and Telegraph Road intersection.
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BROKAW WELL
FOR OFFSITE
PROJECT
BOUNDARY
FIGURE 3-1: WATER WELL FIELD SCHEMATIC
WELL #7 SANTA
PAULA BASIN
WELL #8
SANTA PAULA
BASIN
WELL #6
FILLMORE BASIN
APPROXIMATE LOCATION
OF DEMISING LINE
BETWEEN THE SANTA
PAULA GROUNDWATER
BASIN (LEFT) AND THE
FILLMORE
GROUNDWATER BASIN
(RIGHT)
3 MG TANK
DOMESTIC
WATER
(2) 760,000
GALLON TANKS
DOMESTIC
WATER
ONSITE
AGRICULTURAL
WELL FOR AG
PRESERVE SANTA PAULA CREEK
ORCUTT CREEK
TELEGRAPH ROAD
DRIVE
S.P.R.R.
HALLOCK
HWY 126
BRIDGE
Figure 3-1: Water Well Field Schematic Layout
Source: Jensen Design & Survey, Inc. 2021.
3.3 WaterSupply
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3. Infrastructure and PublicServices
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Figure 3-2A: Domestic Water Schematic Layout
Source: Jensen Design & Survey, Inc. 2021.
SANTA PAULA CREEK
ORCUTT CREEK
TELEGRAPH ROAD
DRIVE
S.P.R.R.
HALLOCK
HWY 126
BRIDGE
2/28/2023
P.O.C.
PROJECT
BOUNDARY
P.O.C.
FIGURE 3-2a: DOMESTIC WATER SCHEMATIC
BROKAW WELL
FOR OFFSITE
WELL #7 SANTA
PAULA BASIN
WELL #8
SANTA PAULA
BASIN
WELL #6
FILLMORE BASIN
3 MG TANK
DOMESTIC
WATER
(2) 760,000
GALLON TANKS
DOMESTIC
WATER
ONSITE
AGRICULTURAL
WELL FOR AG
PRESERVE
3.3 WaterSupply
Legend
8” Water
12” Water
15” Water
20” Water
NOV. 19, 2014
FIGURE 3-2a: DOMESTIC WATER SCHEMATIC
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SANTA PAULA CREEK
ORCUTT CREEK
TELEGRAPH ROAD
DRIVE
S.P.R.R.
HALLOCK
HWY 126
BRIDGE
2/28/2023
P.O.C.
PROJECT
BOUNDARY
SERVICE
FIGURE 3-2b: RECYCLED WATER SCHEMATIC
SERVICE
SERVICE
FUTURE P.O.C.
EAST AREA 2
BROKAW WELL
FOR OFFSITE
WELL #7 SANTA
PAULA BASIN
WELL #8
SANTA PAULA
BASIN
WELL #6
FILLMORE BASIN
3 MG TANK
DOMESTIC
WATER
(2) 760,000
GALLON TANKS
DOMESTIC
WATER
Figure 3-2B: Recycled Water Schematic Layout
Source: Jensen Design & Survey, Inc. 2021.
3.3 WaterSupply
Legend
12” Rec Water
NOV. 19, 2014
FIGURE 3-2b: RECYCLED WATER SCHEMATIC
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Source: Jensen Design & Survey, Inc. 2021.
3.3 WaterSupply
Figure 3-3: Water Quality Plan
SANTA PAULA CREEK
ORCUTT CREEK
TELEGRAPH ROAD
DRIVE
S.P.R.R.
HALLOCK
HWY 126
BRIDGE
2/28/2023
PROJECT
BOUNDARY
STORM DRAIN
INFILTRATION AREAS
FIGURE 3-3: WATER QUALITY
Y
Legend Storm Drain
Infiltration Areas
MAY 7, 2014
STORM DRAIN
INFILTRATION AREAS
FIGURE 3-3: WATER QUALITY
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Two additional 0.76 MG tanks will be constructed as
illustrated in Figure 3-2A. These tanks will be located at an elevation of 588 feet in order to provide the required flows and pressures to elevations above 330 feet. Water levels in the tank will create a new 300’ pressure zone within East Area 1 that is independent of the City’s system and will act as the primary source for domestic consumption and fire storage. This tank will be supplied via a booster station located at the 3 MG tank site. Project demands require
0.68 MG storage, resulting in 0.84 MG of surplus storage.
3.3.2 Recycled Water Plan
A. Existing Conditions. Currently there are no recycled water systems in the eastern portion of Santa Paula that can serve East Area 1.
B. Recycled Water Plan. The Recycled Water Plan is
shown on Figure 3-2B. According to the City’s Potable
Water System Master Plan, a future recycled water system conveyance plan will include a line in Telegraph Road,
delivering recycled water to a point of connection (POC) near the intersection of Hallock Drive and the VCTC railroad right-of-way.
EA1SP contemplates construction of a new recycled
water distribution system. This distribution system will be comprised of a single 12” main to meet the higher irrigation flow demands of school facilities and large landscape/
park areas. The recycled water will terminate at the end of Hallock Drive at the open space preserve and at the Soccer Field/Detention Area. The estimated demand for recycled water in East Area 1 is 207 AFY, which includes the Sports Park and the Soccer Field Detention Area located in the southeast portion of the Specific Plan Area.
3.3 WaterSupply
3.3.3 Water Quality Plan
A. Existing Conditions. Most of the Specific Plan Area is currently in agricultural use. There are no existing water quality systems or devices. However, the site is pervious; the vadose zone acts as a water quality filtration system for storm runoff.
B. Water Quality Treatment System. The site will
provide three debris/detention basins upstream of the
residential areas and storm drain system, bioswales for passive treatment through the streets and park areas,
as well as two detention basins. The system is planned
as shown in the Water Quality Exhibit Figure 3-3. These detention basins will serve dual roles of flood protection and water quality treatment. Flood protection is discussed in the drainage section. The detention basins will be sized to treat 10% of the Q50 (50 year storm event) from the
storm drain system. All storm waters shall be cleaned prior to infiltration in accordance with the applicable National Pollution Discharge Elimination System Requirements
(NPDES) regulations at time of development.
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3.4 Wastewater Master Plan
3.4.1 Existing Conditions
The existing wastewater system in East Area 1 consists of only onsite septic service for the existing nine farm worker housing units onsite. The nearest sewer is an 8” line located near the intersection of Hallock Drive and Telegraph Road. The City’s Wastewater System Master Plan addresses the provision of wastewater collection facilities to serve the Specific Plan Area.
3.4.2 Wastewater System Master Plan
The City’s Wastewater System Master Plan identifies and describes the improvements required to provide adequate service for the uses allowed by the Specific Plan. The Wastewater System Master Plan for the East Area 1 Specific Plan is shown in Figure 3-4.
3.4 Wastewater Master Plan
Table 3-2: Wastewater Generation
Source: Jensen Design & Survey, 2022.
Notes: Totals in table may not appear to add exactly due to rounding in the model calculations. 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.
Land Use Amount Area
(acres)
Sewer Generation
Rates 6,7
Average Daily
Water Flow (GPM)
Average Daily
Wastewater
Flow (GPM) 5
Peak Daily Wet
Wastewater Flow
(GPM) (3xADWF)
Peak Hour
Flow (GPM)
(2xADWF)
EAST AREA ONE
Residential 2,050 units
Santa Paula Creek Neighborhood 489 units 48 gpcd 7 - 57.1 171.2 114.1 Foothill Neighborhood 554 units 48 gpcd 7 - 64.6 193.9 129.3 Haun Creek Neighborhood 707 units 48 gpcd 7 - 82.5 247.5 165.0 Hallock Center 300 units 48 gpcd 7 - 35.0 105.0 70.0
Civic/Institutional
School Site and Private
Recreation Facilities 10.94 1.81 AF/YR/acre 12.3 9.2 27.6 18.4 Commercial 10,000 sf 15.1 gal/SF/YR 0.3 0.2 0.6 0.4
EAST AREA ONE SUBTOTAL 12.6 248.6 745.8 497.2
OFF-SITE (EAST GATEWAY PROJECT AREA)
Residential 1 8 85 gpcd 7 - 1.7 5.0 3.3
Light Industrial 2 186,008 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 Industrial 2 764,478 58.5 15.1 gal/SF/YR 22.0 16.5 49.4 32.9 Highway Commercial 4 600,039 55.1 15.1 gal/SF/YR 17.2 12.9 38.8 25.9 OFF-SITE (EAST GATEWAY PROJECT AREA) SUBTOTAL 41.7 32.9 98.8 65.9 TOTAL 54.3 281.5 844.7 563.1
FLOW TO LEMONWOOD LIFT STATION #28 54.3 281.5 844.6 563.1 The connection of East Area 1 to the City’s system will be via a new lift station located south of SR-126 at the end of old Hallock Drive Extension. The existing lift station on Lemonwood Drive would still operate as was intended. The flows from the existing lift station will be pumped to the new lift station location via a new force main in Lemonwood. The new lift station will then pump the effluent under Santa Paula Creek via a directional drilled pipeline underneath Santa Paula Creek. A 15” main will be extended from East Area 1 at Hallock Drive and Telegraph Road, down Telegraph Road to a private property where an easement has been obtained, into the new lift station under Highway 126. Other improvements along Lemonwood include a force main from the existing Lemonwood Station 1 to the new lift station, and a gravity main to intercept a portion of off6 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.
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SANTA PAULA CREEK
ORCUTT CREEK
TELEGRAPH ROAD
DRIVE
S.P.R.R.
HALLOCK
HWY 126
BRIDGE
2/28/2023
P.O.C. - FIRST
200 UNITS
PROJECT
BOUNDARY
Note: Backbone system shown;
gravity 8" line to be provided in
neighborhood developments.
FIGURE 3-4: SEWER MASTER PLAN
Figure 3-4: Wastewater System Schematic Layout
Source: Jensen Design & Survey, Inc. 2021. MAY 7, 2014
FIGURE 3-4: SEWER MASTER PLAN 3.4 Wastewater Master Plan Legend
8” Sewer
10” Sewer
12” Sewer
15” Sewer
NOV. 19, 2014
FIGURE 3-4: SEWER MASTER PLAN
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3.5 Drainage Master Plan
site flows and convey these flows to the new lift station. The new lift station will convey flows across Santa Paula Creek in a newly constructed force main under Santa Paula Creek to a new upsized gravity sewer main along Santa Clara Street to 12th Street.
Average wastewater generation for the uses permitted by the East Area 1 Specific Plan is estimated at approximately 0.36 million gallons per day (MGD). This is based on 48 gallons per day per capita and an average household size of 3.5 people as identified in the City of Santa Paula Wastewater Master Plan. (See table 3-2.) The flow is approximately 75% of the water demand. The lift station will be sized to handle project flows, and flows generated by existing and new uses, in the East Gateway Project Area. The estimated wastewater generated by the East Gateway Planning Area will generate approximately
0.046 MGD, which will also be directed to the new lift station.
3.5 Drainage Master Plan
3.5.1 Existing Conditions
Most of the Specific Plan Area is currently in agricultural use.
The existing topography of the surrounding area defines four major separate drainage sub-areas. These areas, described below, make up a total drainage area of over 2,900 acres.
A. Orcutt Canyon Creek Drainage. The Orcutt Creek
Drainage is comprised of approximately 2,456 acres and
is the largest drainage area east of East Area 1. The Orcutt Creek Drainage area is shown in Figure 3-5. The drainage area is linear and situated in a north-south direction with Orcutt Creek, a natural creek, conveying water to Santa Clara River. The Orcutt Creek Drainage is roughly 1 mile wide and over 4.5 miles long, stretching well up into the Topatopa foothills and mountains. The elevation varies
from 4,600 feet at the northern end of the drainage area to an elevation of 300 feet at the Highway 126/Orcutt Creek Bridge.
Within the Specific Plan Area, only about 70 acres currently drains to the Orcutt Creek drainage area with an additional 2,386 acres being off-site drainage upstream of the
project. This 70 acres drains to Orcutt Creek through an existing 36” CMP at the southeast corner of the site. This pipe discharges upstream of the railroad bridge.
B. Farm Creek Drainage. The Farm Creek Drainage is
comprised of over 408 acres and is the second largest
drainage area associated with the Specific Plan Area. Of this 408 acres, roughly 330 acres are in East Area 1. The remaining 78 acres consists of offsite areas. The Farm
Creek Drainage Area is shown in Figure 3-5. The Farm Creek drainage area is roughly trapezoidal in shape and stretches into the foothills of the Topatopa Mountains, with an
upper elevation of 980 feet to a low elevation of 300 feet at Highway 126. The Farm Creek Drainage has several natural and man- made drainage devices that convey drainage.
Concrete drainage ditches were installed throughout
the orchard areas to better direct the flows and control damage caused by unabated flows. The system of natural
drainage courses in the foothills and the man-made
concrete ditches in the orchard areas combine and form a shallow rip rap reinforced channel near the southern edge of East Area 1. This channel exits the site via a 48” culvert under an existing fence to a large 12’x4’ double box culvert under Highway 126, roughly 600 feet west of the Orcutt
Creek/Orcutt Creek crossing, and flows parallel to Orcutt Creek for approximately 2,000 feet before converging with Orcutt Creek.
C. Overland Drainage. The area defined as Overland
Drainage includes approximately 59 acres, as shown in
Figure 3-5. The Overland Drainage is roughly rectangular in shape and is wholly contained within the Specific Plan Area . The Overland Drainage is bounded by Santa Paula Creek to the west and the existing VCTC railroad to the south. The VCTC railroad sits atop a berm that varies from at grade to 5 feet tall. Four existing culverts cross under the VCTC railroad and convey drainage flows onto property located between the VCTC railroad and Telegraph Road. This flow is directed to an unimproved open ditch drainage channel that runs perpendicular to Telegraph Road through a box culvert under Highway 126 and through Lemonwood
Drive to the Santa Clara River.
D. Santa Paula Creek Drainage. Approximately 47 acres of the northwest portion East Area 1 identified in Figure 3-5 currently drain to Santa Paula Creek through four 18-inch CMP outlets into the slope of Santa Paula Creek spaced out along 2,740 feet of East Area 1 westerly property boundary.
Existing site topography shows 47 acres of drainage area 469
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3.5 Drainage Master Plan
Figure 3-5: Existing Drainage Areas
SANTA PAULA CREEK
HAUN CREEK
RR BRIDGE
48" CULVERT
RR CULVERTS
TELEGRAPH
ROAD
DRAINAGE
AREA
[58.7 AC]
FARM CREEK
DRAINAGE AREA
[439 AC]
SANTA
PAULA
CREEK
DRAINAGE
AREA
[46.7 AC]
ORCUTT
CANYON
CREEK
DRAINAGE
AREA
[2,456 AC]
36" CULVERT
HWY 126
2/28/2023
PROJECT
BOUNDARY
FIGURE 3-6: EXISTING DRAINAGE
Source: Jensen Design & Survey, Inc. 2021.
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3.5 Drainage Master Plan
associated with these four inlets from the very northwest portion of the site.
E. Existing FEMA Floodplain Conditions. The Specific
Plan Area currently has three floodplain designations
according to the 2010 FIRM (Flood Insurance Risk Map)
maps as shown on Figure 3-5. The Federal Emergency
Management Agency (“FEMA”) designates the western
portion of East Area 1 as Zone A99 with small islands
designated as Zone X. The easterly portion has a Zone
A designation generated by Orcutt Creek. Zone A99 is
defined by FEMA as “an area to be protected from 1%
annual chance flood by a Federal flood protection system under construction; no Base Flood Elevations determined.” This designation is due to the Army Corps channel
improvements to Santa Paula Creek. A LOMR (Letter of
Map Revision) to remove the Zone A designation and a
CLOMR (Conditional Letter of Map Revision) to remove the Zone A99 designation will be processed with the project through local agencies and FEMA. A Zone X determination is an area of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas
protected by levees from 1% annual chance flood. This
designation area will also be altered once a LOMR is filed.
3.5.2 Drainage Master Plan
The East Area 1 drainage system is designed to meet or
exceed the storm drainage requirements of the Ventura
County Watershed Protection District (Orcutt Creek/Orcutt Creek), and the City of Santa Paula on-site drainage systems, where applicable. The Drainage Master Plan for East Area 1 is illustrated in Figure 3-6.
The majority of Orcutt Creek is located outside of the Specific Plan Area boundary. The East Area 1 Drainage Master Plan includes grading to provide appropriate protection from flood flows in Orcutt Creek and help convey these flows downstream.
Planned improvements include grading to convey overflow from Orcutt and a bypass channel along the detention basin frontage separate from the detention basin. The site grading will allow over flows from Orcutt Creek to be conveyed down to the Highway where there will be a diversion structure to allow water into the basin as well as to a bypass channel on site directing flow into a new trapezoidal channel running westerly along the south property line of the project. This overflow channel will join with reduced flows from the onsite detention basin upstream of the Railroad bridge and be directed under the Railroad to the existing double box culvert under the Highway. The flows will then be conveyed southerly in an existing ditch to the confluence with the Santa Clara River (see Figure 3-6).
A. Orcutt Canyon Creek Drainage Area and Farm
Creek Drainage. The Orcutt and Farm Creek Drainage
Areas located within the Specific Plan Area will be
combined into a single drainage area by the design of the Grading and Drainage Master Plans. The Orcutt Drainage
area will remain unchanged for the upstream off-site areas.
The Grading Master Plan will change the existing drainage pattern of the portions of the Specific Plan Area located immediately adjacent to Orcutt Creek/Orcutt Creek. The
Grading Master Plan will not increase the amount of East Area 1 draining to Orcutt Creek.
Flows from the tributary areas located north of the Specific Plan Area will be directed from the two debris basins
located on the northern edge of the development area
to storm drains within the development area. Onsite
flows from the remaining onsite drainage areas will be
conveyed in these same storm drain systems and outlet
to the detention basin located at the southeast corner
of East Area 1. The flows from this basin flows will outlet through an engineered structure into a parallel channel to Orcutt Creek. This basin area totals 27.8 acres and will allow for infiltration of water as well as attenuate peak storm events so that post project runoff will not exceed existing condition runoff. The basin will be graded to allow for water to pond in each storm event to a water surface elevation below the elevation of the soccer fields.
The easterly portion of this drainage area will be directed to an infiltration area in the 35-acre community park in the Civic District. This infiltration/detention basin will also assist in meeting infiltration requirements and reducing peak storm events.
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3.5 Drainage Master Plan
Figure 3-6: Drainage Master Plan
SANTA PAULA CREEK
ORCUTT CREEK
TELEGRAPH ROAD
DRIVE
S.P.R.R.
HALLOCK
HWY 126
BRIDGE
TO SANTA CLARA
RIVER
RIVER
LOWER DETENTION BASIN
SANTA CLARA
TO
BASIN
ORCUTT
CREEK
OVERFLOW
CHANNEL
INFILTRATION
AREA
INFILTRATION
AREA
2/28/2023
PROJECT
BOUNDARY
FIGURE 3-7: DRAINAGE MASTER PLAN
Source: Jensen Design & Survey, Inc. 2021.
Legend
Overland Drainage Area
Santa Paula Creek Drainage Area
Railroad Drainage Area
18” SD
24” SD
30” SD
36” SD
42” SD
48” SD
54” SD
60”SD
NOV. 19, 2014
FIGURE 3-7: DRAINAGE MASTER PLAN
NOV. 19, 2014
FIGURE 3-7: DRAINAGE MASTER PLAN
NOV. 19, 2014
FIGURE 3-7: DRAINAGE MASTER PLAN
NOV. 19, 2014
FIGURE 3-7: DRAINAGE MASTER PLAN
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3.6 Electricity
B. Overland Drainage Area and Santa Paula Creek.
The existing Overland Drainage area will be reduced to
26.7 acres. Flows will be collected in a storm drain system and outlet through a rip rap/velocity dissipater structure located along the southerly property line just north of the railroad and west of Hallock Drive.
The outflow from the most westerly debris/detention
basin, as well as the north westerly portion of the project will be conveyed to the several existing outfalls located along the edge of Santa Paula Creek. Overland flows along the westerly 160 feet of the property will flow through the linear landscape buffer area along Santa Paula Creek before exiting the site and entering Santa Paula Creek. A total of 192 cubic feet per second (cfs) in a 100-year event enters Santa Paula Creek in the existing condition. The improvements constructed pursuant to the proposed
condition will reduce the peak flows into Santa Paula Creek in a 100 year event to 109 cfs. The storm drain systems for the Overland Drainage Area and Santa Paula Creek are
shown in Figure 3-6.
Stormwater conveyance and treatment requirements
must meet City of Santa Paula and State Water Resources Control Board MS4 Requirements. The treatment types
include bioswales, bioretention cells, infiltration trenches, permeable pavement, and/or detention basins as needed
based on the proposed site plan layout.
3.6 Electricity
Electricity in Santa Paula is supplied by Southern California Edison Company (SCE). High voltage, 66 kilovolt, transmission lines exist crossing Ojai Road (SR 150), along a portion of 12th Street south of Orchard Street, and along the south side of the railroad tracks east of 12th Street. A Southern California Edison substation, (the “Wakefield Substation”), is located south of the railroad tracks at the intersection of 12th Street and the railroad tracks. SCE will service and maintain the project area’s electrical facilities. The EA1SP includes relocation of transmission mains along the Santa Paula Creek side of the project. New local serving electrical lines will be placed underground. All conduits will be with full encasement. The East Area 1 Specific Plan includes energy conservation related design standards to reduce
electric energy consumption. In addition, all development in EA1SP will observe the following setback requirements for residences (including private residential yards), school facilities, and designated recreational facilities: 100 feet from 100-110kV lines and 150 feet from 220-230 kV lines.
3.7 Gas
The Southern California Gas Company (SCG) provides natural gas in Santa Paula. SCG serves much of Southern California with a network of transmission and distribution lines. An existing 12-inch high-pressure supply line runs east-west in Telegraph Avenue (SR126). This line feeds pressure reducing stations supplying the City. Major distribution lines run from these stations. These in turn, branch into the network of smaller gas mains in all of the streets. Service connections will be provided and maintained throughout the East Area 1 Specific Plan area as needed.
3.8 Telephone
Telephone service and maintenance to the area is provided by Verizon. Telephone facilities will be located underground within the streets rights-of-way. No overhead telephone facilities will be permitted.
3.9 Cable
Cable television is provided in the area by Time Warner. This company will serve the East Area 1 Specific Plan area. Cable television facilities will be located underground within public rights-of-way, or easements on private property.
3.10 Solid Waste
Solid waste collection services are provided in the City of Santa Paula by an exclusive franchise agreement with Athens Services through 2047. All materials are disposed of at the Toland Road Landfill, operated by the Ventura Regional Sanitation District, or other permitted solid waste disposal facility.
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3.11 PublicSafetyServices
The City participates in a curbside recycling program, which includes the recycling of paper (egg cartons, paper, cards, cardboard), glass (food and beverage containers), metal (aluminum cans/trays & foil, metal cans, etc.) and plastic ( #1 – 7). Curbside pickup of food waste and yard trimmings is provided, as well as community drop-off events for residents to dispose of large items, household hazardous waste, and motor oil and filters.
The City is required to have trash, recycling, and organics service with the provision of three separate containers and adequately sized enclosures for all single family, multi-family and commercial units. All construction projects shall comply with SB 1383 and the Green building code to divert a minimum of 65% of total waste generated away from the landfill.
3.11 Public Safety Services
Fire and Police Protection Services will be provided by the Ventura County Fire District (VCFD) and Santa Paula Police Department (SPPD). The VCFD provides the City with fire prevention, rescue, and basic emergency medical services; hazardous materials mitigation; and disaster planning
coordination.
The Ventura County Fire District has two fire stations located on the East and West sides of town. VCFD Station 29 is located on the Eastside at 114 S. 10th Street. VCFD Station 26 is located on the Westside at 536 W. Main Street (refer to Figure 3-7).
The majority of the Specific Plan Area is designated in the “low-range area” of the Fire Hazard Zones. However, the northernmost portion of the Specific Plan Area is designated as a “High Fire Hazard” area. This area is comprised of steep terrain and will be retained as irrigated avocado fields, thus reducing the fire hazard of this area.
The Santa Paula Police Department (SPPD) currently operates out of a 4,728 square foot facility on 10th Street and the 650 square foot Las Piedras Park Community Policing Building (refer to Figure 3-7).
3.12 Schools
The EA1SP includes a site for school facilities. The Civic District provides an approximately 8.3-acre site (not including streets and parks) for additional school facilities.
3.13 Parks and Recreation
3.13.1 Existing Conditions
The Santa Paula park system includes two neighborhood parks, nine mini-parks, and two special interest parks, defined in the 2040 General Plan as facilities with a particular use that serves the entire community. The largest park is George Harding Park, which comprises 13 acres. Most of the other parks in the City are between one and six acres.
A portion of the Santa Paula Branch Line Recreational Trail is currently planned. In addition, the City has a Class I bikeway near Cemetery Road, south of Santa Paula Street, and several Class II bikeways.
The City’s goal is to provide 5 acres of parkland per 1,000 residents. Based on Santa Paula’s projected 2040 population of approximately 39,600, a total of 198 acres of parkland would be required to achieve this desired standard. Existing and approved parks plus future parks identified in the City’s 2040 General Plan would yield a total of approximately 440 acres of parkland, which would exceed the City’s goal.
3.13.2 Park and Open Space Plan
The EA1SP includes recreational amenities and open spaces that will contribute to both the desirability and livability of the community. These areas will provide a diverse variety of spaces for family- and community-oriented recreation. The parks vary in size to accommodate a number of different amenities so that each park has its own character and provides a combination of passive and active recreation opportunities within the Specific Plan Area. The green spaces include play fields, formal plazas, community and neighborhood parks, pocket parks, and large greenways that run the full length of the community along the creek fronts, with hiking trails.
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3.13 Parksand Recreation
Figure 3-7: Public Services and Civic Uses
Source: HDR Town Planning, 2007.
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Approximately 225.3 acres (45%) of the East Area 1 Specific Plan area will consist of undeveloped land, consisting of open space uses (including parks and greenways, the Santa Paula Sports Park, and open space preserve) and agricultural preserve. A total of approximately 88.0 acres will be parkland that includes the following: approximately 55.2 acres of neighborhood parks and greenways in the three Neighborhoods and Civic District, and the 37.8-acre Sports Park. Each park will be fully accessible via an integral system of sidewalks and multi-use paths, all of which meet current accessibility standards. Approximately 77.3 acres will remain open space preserve. Approximately 55.0 acres will remain in active agricultural operations and will not be open to the public. Refer to Section 5.9 for additional details regarding the development standards for the open space and park areas. Table 2-2 provides an undeveloped land summary.
3.14 Goals, Policies and Programs
3.14.1 Goals
1. To provide the level of public services desired by the residents at a reasonable cost.
2. To ensure the provision of public services keeps pace with new development.
3.14.2 Policies
A. General:
1. Development must provide for orderly urban
expansion.
2. Public facilities should be located and designed so that noise, light, odors, and appearances do not adversely
affect nearby land uses.
3. Builders are encouraged to use designers familiar with sustainable practices when conceiving their projects
in order to gain the greatest amount of benefit from
these systems.
4. Sustainable development is encouraged.
B. Water Conservation:
1. Developers must employ the efficient use of water and reduced water demand by requiring water-conserving
design and equipment in new construction and by
encouraging water-conserving landscaping and other
conservation measures.
2. The majority of landscaping for both public and
private projects must employ low water demand/
drought tolerant native plants.
3. In any turf areas within public spaces, street medians or landscaping barriers, hydro tension-meters and
automatic irrigation systems (or similar technology)
must be used to achieve the most effective use of
water applied to turf.
4. The East Area 1 Specific Plan requires the use of water conservation measures to reduce water demand.
These include the use of high-efficiency clotheswashing machines, ultra-low-flow toilets, low-flow shower heads, and evapotranspiration sensor based
irrigation controllers, and other such devices to reduce domestic water consumption.
C. Drainage and Flood Control:
1. Natural drainage systems will be encouraged where
feasible to preserve and enhance natural features.
2. Improve the quality of urban storm water runoff and
quality of groundwater recharge through the use of
appropriate mitigation measures including, without
limitation, infiltration/sedimentation basins, oil/grit separators, and other best management practices
(such as storm water retention).
3. Require new development to adequately mitigate
increases in storm water peak flows and/or volume.
Peak water discharge into the Santa Clara River and
Orcutt Creek cannot exceed existing conditions.
Mitigation measures must consider impacts on
adjoining properties and impacts on groundwater
recharge related to existing and proposed water wells.
4. Engineered drainage plans must incorporate a
collection and treatment system for storm water runoff
3.14 Goals, Policiesand Programs
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3.14 Goals, Policiesand Programs
consistent with the Ventura Countywide Stormwater
Quality Urban Impact Mitigation Plan.
5. Development must mitigate risks from floods.
D. Police Protection:
1. Public safety issues must be considered in all aspects of project design, including crime prevention through
design.
E. Fire Protection:
1. Development must incorporate designs, systems and
practices for fire safety, prevention and suppression.
2. All proposed developments must be reviewed for
compliance with fire safety standards in accordance
with the SPMC as may be amended and any VCFD
requirements.
F. Grading:
1. Retain significant natural hillsides and ridgelines
where feasible, while allowing for required street
access and Neighborhoods.
2. Provide contour grading of significant slopes
3. Round edges of manufactured slopes to blend into
natural terrain, where feasible.
4. Avoid “estate” pad sizes to reduce grading.
3.14.3 Programs
1. Complete on-site water distribution lines in the East Area 1 Specific Plan Area to serve individual parcels. Pipe
connections will include adequate looping to provide
redundancy for the system.
2. Place fire hydrants at most intersections and every 350 feet. Fire hydrant locations will be reviewed and approved by Ventura County Fire District.
3. Complete on-site sewer mains in the East Area 1 Specific Plan Area to serve individual parcels. Determine the
location and size of utility lines during the design of each neighborhood subarea.
4. Complete a storm water collection system that connects into Santa Paula Creek and/or Orcutt Creek. The storm
water collection system for the Specific Plan Area will primarily consist of storm water inlets with underground piping systems, which will discharge low flows into
pretreatment areas such as bio-filters (vegetated swales/ strips).
5. Construct storm drain detention facilities to mitigate the increase of the developed condition peak flow over the
undeveloped peak flow. The detention sites may consist
of detention basin(s), dual use basins, and/or underground storage. Any detention basin deeper than 18 inches will be designed to avoid the need for perimeter fencing.
6. Submit development plans to the police department and fire department to ensure to the extent practical that
design of the project facilitates public safety.
7. Install utilities underground to secure such utilities from damage.
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4.1 Introduction
This section addresses Government Code § 65451
which requires that specific plans include a program for implementation including regulations, conditions, programs and additional measures necessary to implement the plan.
The responsibilities and procedures required for implementing the EA1SP are identified in this section, including responsibility for capital improvements and financing and the regulations that will govern its implementation.
Public and capital facilities adjacent to the Specific Plan Area are required to support EA1SP development, including public roadway and signal improvements. Private infrastructure within the Specific Plan Area required to support development include water mains, sewer trunk lines, new roadways, dry utility conduits within roadways, and drainage. The Master Developer will finance and/or construct all such improvements.
Recreational amenities will be provided on-site. Contributions towards maintaining Transportation, Fire, Police, and Library services will be made through payment of development
impact fees.
4.2 Specific Plan Regulatory Approach
The implementation procedures set forth in this section are intended to ensure the development of East Area 1 in accordance with the planning and design intent of this EA1SP and Applicable Law.
This EA1SP applies to all lands within the Specific Plan Area All development proposals within the Specific Plan Area boundaries must be consistent with this EA1SP, the General Plan, and SPMC, as may be amended. The Development
Standards and Guidelines, presented in Sections 5 and 6 of this EA1SP, contain development regulations which are mandatory for all properties within the Specific Plan Area.
4.1 Introduction
4.3 Implementation Schedule
It was anticipated that development of the Specific Plan Area would occur in four (4) phases, as shown in Figure 4-1 (Phasing Guide) over approximately ten (10) years and be completed by 2020. However, due to outside forces, the Plan Area could not be completed by then and extensions were granted subject to further unavoidable delays beyond the Master Developer’s and City’s control. In order to coordinate infrastructure and financing needs, the phasing of the EA1SP Area is designed to meet the following objectives:
• Orderly build-out based upon market and economic
conditions.
• Providing adequate infrastructure and public facilities concurrent with development of each phase.
• Protection of public health, safety and welfare.
The infrastructure improvements will be matched to meet the needs of each phase of development.
4.4 Infrastructure and Public Facilities/Services
Consistent with Applicable Law, this section provides an overview of the parties involved in the implementation, ownership, and long-term maintenance responsibilities for the private infrastructure and public facilities/services required to support the Specific Plan Area. Related to the text below, please see Figure 3-2A (Domestic Water Schematic Layout), Figure 3-2B (Recycled Water Schematic Layout), Figure 3-4 (Sewer System Schematic Layout), Figure 3-6 (Drainage Master Plan), and Figure 5-3 (Thoroughfare Categories).
Development will require the extension of existing
infrastructure and services into the Specific Plan Area to provide water, wastewater disposal, storm drainage, roads, public safety services and solid waste services. The Master Developer is responsible to provide the required infrastructure improvements to serve the plan area.
Domestic water demands are comprised of potable water
demand and non-potable water demand for irrigation of
parks and agricultural preserves. The City would supply the portions of the project overlaying the respective groundwater basins with water from those basins (Santa Paula and Fillmore 478
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4.4 Infrastructureand PublicFacilities/Services
Figure 4-1: East Area 1 Phasing Guide
Source: Jensen Design & Survey, Inc., 2021.
Basins). Several new field wells are required and well upgrade in the Fillmore Groundwater Basin to serve the project.
Improvements/upgrades to the water delivery system will be implemented. The development will also construct a new recycled water distribution system in anticipation of the City developing a recycled water system and line in Telegraph Road which would deliver recycled water to appoint of connection near the intersection of Hallock Drive and the VCTC railroad right-of–way.
The development will provide three upstream debris/detention basins, bioswales for passive treatment of water quality through the streets and park areas and includes two detention basins.
To accommodate wastewater disposal, the EA1SP requires
the construction of a new lift station near the SR 126 Bridge on Lemonwood Drive. The lift station will allow flows to cross Santa Paula Creek in a newly constructed 10“ force main to a new sewer main constructed in Santa Clara to 12th Street.
A drainage master plan will be implemented by the Master Developer that meets or exceed the storm water drainage requirements of the Ventura County Watershed Protection District (see Figure 3-6) and City utilities such as electricity, gas, telephone, and cable will be installed per EA1SP requirements.
Southern California Edison (SCE) will service and maintain the project area’s electrical facilities. The plan includes energy
SANTA PAULA CREEK
ORCUTT CREEK
TELEGRAPH ROAD
DRIVE
S.P.R.R.
HALLOCK
HWY 126
BRIDGE
2/28/2023
PROJECT
BOUNDARY
FIGURE 4-1: PHASING GUIDE
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4.5 Financing Plan
conservation related to design standards to reduce electric consumption.
The circulation system consists of a hierarchical deployment of particular thoroughfare types for specific physical applications (Figure 5-3 Thoroughfare Categories) to provide a highly connected multi-modal circulation network. This system will be constructed by the Master Developer.
4.5 Financing Plan
The financing and maintenance plan for the EA1SP anticipates the timely completion of public facilities, streets, utilities, and other necessary capital improvements, as well as the proper maintenance of these facilities. The Master Developer(s) of the EA1SP will fund project infrastructure and public facilities through the following activities:
• Fund new on-site and off-site public infrastructure and services needed to support the EA1SP development;
• Phase on-site improvements to ensure they are constructed when necessary and when funds are available to construct public improvements; and
• Provide for reimbursements from other development
for infrastructure costs that the EA1SP area is required to advance.
Individual Permitee(s) will fund project infrastructure and public facilities by paying development impact fees in
accordance with Applicable Law.
4.6 Methods and Procedures
for Implementation
The procedures, regulations, standards and specifications described in this EA1SP supersede any conflicting portions of the SPMC, as may be amended. Any development regulation and building requirement not addressed in this EA1SP is subject to Applicable Law.
4.7 Specific Plan Approvals
The Specific Plan Area is zoned as “SP-3.” This EA1SP amends and restates the previously approved specific plan (adopted in February 2008, as amended by Amendment Nos. 1 through 3) in its entirety; the Specific Plan Area, however, will continue to be zoned “SP-3”; this EA1SP must be adopted by ordinance.
4.8 Administration
4.8.1 Introduction
The EA1SP applies to any of the following within the Specific Plan Area boundaries:
• Land use activity;
• New buildings and signage
• Modifications/additions to existing buildings and
signage
• Subdivision of land or a building; and
• Improvements to a site.
All required permits/approvals must be obtained before the proposed use, and any structures related to the proposed use, are constructed, otherwise established or put into operation.
Unless specified otherwise, the EA1SP will be administered and enforced by the Director, Planning Commission, and City Council. Applications must be processed and approved by the applicable requirements and findings of this EA1SP.
4.8.2 Municipal Code Reference
In the event of a conflict between the SPMC and the Specific Plan, this EA1SP takes precedence over the SPMC, as may be amended. The Director is authorized to provide administrative determinations regarding the Specific Plan. Such administrative determinations must be in writing and may be appealed in accord with the SPMC, as may be amended.
This EA1SP provides the entire zoning for the EA1 Area. The entire property is zoned “SP-3,” and the applicable zoning regulations for the EA1 are those set forth in this EA1SP.
4.8.3 Director Authority
A. The Director has the authority to implement the EA1SP in accordance with Applicable Law.
B. The Director has the authority to interpret the EA1SP. In the event that a specific use or type of use is not listed as a permitted use, the Director has authority to determine whether the proposed use is similar to a permitted use
and whether the use is permitted, permitted subject to
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4.8 Administration
• Realignment or modifications to internal streets
serving the project, lot lines, easement locations
and grading adjustments, if approved by the City
Engineer.
• Minor modification to design criteria such as paving
treatments, architectural details and related criteria. • Minor modification to landscape treatments, fencing,
lighting, trails, and entry treatments, provided the
modifications are in substantial conformance with the
purpose and intent of the specified design criteria.
• Minor expansions or reductions (10%) of the
geographic area covered by a given Neighborhood.
• Minor expansions or reductions (not to exceed
25%) of the required setbacks set forth in Table 5-2,
Minimum Building Setbacks.
4.8.6 Miscellaneous
Any time limit established by this EA1SP may be extended by mutual agreement between the applicant and the Director, or with the approval of the Planning Commission or the City Council, as the case may be.
4.8.7 Noticing
All noticing required by Applicable Law will be accomplished at the cost of the applicant seeking a Project Clearance, or other action in accordance with Applicable Law.
determining “similarity,” the Director must make all of the following findings:
• The proposed use meets the intent of, and is
consistent with, the goals, objectives and policies of
the general plan and the Specific Plan;
• The proposed use does not adversely impact the
public health, safety and general welfare of the City’s residents; and
• The proposed use shares characteristics common
with, and is not of greater intensity or density or does not generate more environmental impacts than those
uses listed in the permitted uses section.
C. Any applicant, interested person, or public official may appeal Project Clearance or Specific Plan Amendment
decisions of the Director to the Planning Commission in accordance with the Santa Paula Municipal Code.
4.8.4 Amendments
A. This EA1SP may be amended in the same manner as
required for the adoption of a specific plan.
B. The City may initiate amendments to any portion of this EA1SP.
C. The following changes to this EA1SP require an
amendment:
• Changes to the text or maps other than the addition
of information that does not change the effect of any
regulation.
• Changes in any Specific Plan Area boundary.
• Changes in standards or regulations, including
landscaping and design standards.
4.8.5 Administrative Modifications
A. The Director is authorized to make technical corrections, in a form approved by the City Attorney, to maps, diagrams, tables, and other similar documents that may be required to reconcile the changes made by this EA1SP with the
Project Approval and Applicable Law.
B. In addition, the Director is authorized to make the
following technical amendments, in a form approved by
the City Attorney:
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4.9 Submission, Review and
Approval Requirements
4.9.1 Tentative and Final Subdivision Map
All subdivision maps of any type must be submitted, reviewed and approved in accordance with the SPMC, as may be
amended, and the California Subdivision Map Act. For projects requiring a tentative or parcel map(s), the provisions and procedures of the EA1SP apply, unless otherwise provided for in the SPMC, as may be amended. A tentative map or parcel map may be processed concurrently with the EA1SP. Applications for tentative and final subdivision maps, parcel maps, and lot line adjustments must be filed with the Planning Director in accordance with the SPMC, as may be amended.
4.9.2 Map Revision Approvals
A. Purpose. The provisions of this section set forth findings, procedures, and fees for changes to Vesting Master
Tentative Map 5854 and subsequent recorded final
maps (Map Revisions). Map Revisions are authorized by
compliance with this section in order to facilitate and expedite implementation and build-out of planned
development within the Specific Plan Area.
Map Revision applications may consist of applications for certificates of correction (COC), lot line adjustments (LLA), record map modifications (RMM)/amending maps (AM),
tentative parcel maps (TPM), tentative maps (TM), and any related final map clearances (MC).
B. Fees. The fee or fees established by city council resolution for processing, recording or other services related to Map Revisions must be paid by the Permittee.
C. Materials for Filing.
a. COC/LLA/RMM/AM Applications. Any Permittee
proposing a COC/LLA/RMM/AM pursuant to this
section must submit the following information, as
applicable:
• 1 copy of the Planning Permit Application.
• 2 copies of a Preliminary Title Report prepared
within 60 days before the application date for all
parcels.
• 10 copies of a site plan showing: (a) existing
lot lines; (b) proposed lot lines; (c) location of
all structures on all parcels; and (d) distances
between buildings and proposed lot lines.
• 1 copy of above exhibits reduced to 11” x 17”.
• 2 copies of draft Owner’s Certificates (final
versions to be signed and notarized) for each
property owner and holder of record title interest.
• 2 copies of draft Grant Deed.
• 2 copies of draft Partial Reconveyance
• 2 copies of proposed draft Modified Deed of Trust
• 2 copies of Certificate of Conformity or Certificate
of Modification
• 2 copies of Notice document (if applicable).
• Applicable fees.
• Agreement for Payment of Processing Fees and
Consultant Costs for Major Projects (signed).
b. TPM/TTM/MCApplications.Any Permittee proposing
a TPM/TTM pursuant to this section should submit the
following information, as applicable:
• 1 copy of the Planning Permit Application.
• 10 copies of the Tentative Map, including a
statement by the applicant on the plans that
“The design of the subdivision and the type of
improvements will not conflict with easements
acquired by the public at large for access
through, or use of, property within the proposed
subdivision.”
• 10 copies of a preliminary landscape plans for
common areas.
• 1 copy of above exhibits reduced to 11” x 17”.
• 2 copies of a Preliminary Title Report prepared
within the past 3 months for all parcels.
• 2 copies of a Hydrology Report for the site
(include Flood Plain Map as applicable).
• 2 copies of a Geotechnical Report (soils/
liquefaction/fault activity) for the site.
• 2 copies of a description of the proposed method
and plan for sewage disposal.
• 3 copies of a description of the proposed method
and plan for domestic water service and storm
water disposal (required for Vesting Maps).
4.9 Submission Review and Approval Requirements
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2. A Map Revision expires 36 months after the approval
date, unless the City grants a time extension in
accordance with this section.
3. The Director may grant a 36 month extension, for good cause shown, before the initial time period expires.
4. Upon a Map Revision expiration, all map entitlements revert back to the previously recorded map instrument.
4.9.3 Development Plan Review
Before the City issues any residential, commercial or institutional building permits for any specific phase, a Development Plan must be approved for such development.
The primary purpose of the Design Review, as set forth in SPMC Chapter 16.226 as may be amended, is to determine
that individual tracts are being developed in a manner that conforms to the goals and standards specified by this EA1SP and to ensure compatibility with all applicable City regulations.
4.9.4 Individual Project Approvals
Individual Project applications must be reviewed by the Director for their consistency with the Specific Plan, including the Design Guidelines and Development Standards.
A. Project Clearances
1. Unless otherwise exempt, the Director must issue a
Project Clearance before the City can issue a grading
permit or building permit.
2. The Director cannot issue a Project Clearance unless an Individual Project complies with all applicable
provisions of this EA1SP and other Applicable Law.
B. Findings.A Project Clearance must include written findings by the Director that the Individual Project complies with all applicable provisions of this EA1SP and may only be issued if all of the following specific findings can be made:
1. That the proposed development conforms to the
applicable policies of the General Plan and the
applicable provisions of the zoning regulations within
the SPMC, as may be amended.
• 1 copy of the City of Santa Paula Environmental
Questionnaire.
• Applicable fees.
• Agreement for Payment of Processing Fees and
Consultant Costs for Major Projects (signed).
D. Applicant. An application for a Map Revision must
be signed by all parties having any record title interest in real property identified specifically as part of the requested revision. In order to initiate the Map Revision review process, the Permittee(s) must submit a complete application consistent with the Materials for Filing section identified above.
E. Review Process. A complete Map Revision application
must be submitted by the Permittee(s) to the Director.
The application must be forwarded by the Director for
review by the Development Review Committee (including
the Public Works Director) within five business days of its receipt.
The Director must conduct environmental review in
compliance with the California Environmental Quality Act (CEQA). Any Map Revision requiring a Supplemental and/
or Subsequent Environmental Impact Report (EIR) must be referred to the Planning Commission.
F. Approval Procedure. The Director is the decisionmaker for certificates of correction, lot line adjustments, tentative parcel maps, and final parcel map/ map clearances. The City Council is the decisionmaker for record map modifications/ amending maps and tentative maps.
G. Relationship of Map Revision to Approved Map. Map
Revisions will supersede the lot configuration contained in the Approved Final Map applicable to such individual lot(s).
Except as affected by a Map Revision, all other provisions of the Approved Final Map will continue in full force and effect.
H. Map Revision Expiration.
1. A Map Revision remains valid if it meets all
requirements of this EA1SP.
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2. That the proposed development is located on a legally created lot.
3. That the subject property is in compliance with all
laws, rules, regulations pertaining to subdivisions,
permitted uses, design guidelines, development
standards, and any other applicable provisions of this
EA1SP.
C. Covenant. A Project Clearance must include a requirement that the Permittee either submit evidence of the Permittee’s previous acceptance of all recorded Project Approval
conditions of approval, or if new conditions of approvals are imposed in the Project Clearance process, record a
new agreement (against only those lot(s) affected by the Individual Project) concerning new specific information/ conditions contained in the Project Clearance (e.g.,
Agreement to Comply with Conditions of Approval) before the City issues Occupancy Clearance for that Individual Project.
The agreement must be in a form approved by the City
Attorney and include provisions requiring it to run with the land and be binding on any subsequent owners, heirs or assigns. After recordation, a copy bearing the County of Ventura Recorder’s number and date must be given to the Director for attachment to the subject case file.
D. Advisory Determination. An applicant may request,
at the applicant’s cost, that the Director conduct a
preliminary review of an Individual Project application for an advisory non-binding determination of compliance with the provisions contained in this EA1SP.
E. Director’s Review. In approving a Project Clearance for an Individual Project, the Director may impose only those applicable conditions of approval/mitigation measures
that were previously imposed in connection with the
Project Approval, with the exception that new conditions may be imposed as necessary to ensure that previously
imposed Project Approval conditions of approval are
effectively implemented for the Individual Project being reviewed (e.g., construction notifications, construction buffering requirements, construction monitoring efforts).
In approving a Project Clearance, the Planning Commission may impose applicable conditions of approval/mitigation measures that were previously imposed in connection
with the Project Approval as well as any new conditions of approval/ mitigation measures associated with new
potentially significant environmental impacts identified through CEQA analysis. In addition, new conditions may be imposed as necessary to ensure that previously imposed
Project Approval conditions of approval are effectively implemented for the Individual Project being reviewed
(e.g., construction notifications, construction buffering requirements, construction monitoring efforts).
1. Referral to Public Works Director. After receiving a Project Clearance application, the Director will transmit a copy of the application to the Public Works Director
and Building Official requesting comment. The Public
Works Director will make the determinations required
by the EA1SP and provide a written determination on
the Individual Project to the Director.
2. Compliance with Environmental Guidelines. Upon
receipt of an application for Project Clearance, the
Director must determine whether the Individual
Project/Map Revision is consistent with CEQA.
3. Development Configuration Matching Project
Approval. If the Individual Project is consistent with the development reflected on Figure 2-3 and the Director
determines that the Project Clearance complies with
all other applicable requirements of the EA1SP, the
Director may impose any applicable conditions of
approval/ mitigation measures appropriate for the
Individual Project and may issue a Project Clearance
conditioned upon the implementation of those
conditions/mitigation measures.
4. Development Configuration Consistent with
Environmental Guidelines. If the Individual Project,
while not consistent with the development reflected
in Figure 2-3, is consistent with the requirements of the EA1SP, the Director may impose applicable conditions
of approval/ mitigation measures and issue a Project
Clearance conditioned upon compliance with those
conditions/ mitigation measures.
4.9 Submission Review and Approval Requirements
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2. Each Project Clearance constitutes a “Project Approval” as defined by Applicable Law; no amendment of
the East Area One Project Approval is required in
association with approval of a Project Clearance.
G. Relationship of Project Clearance to Approved Map
1. An application for an Individual Project may include a Map Revision in order to better configure lots to
the proposed building and/or parking areas. The City
may approve such Map Revisions concurrent with the
Project Clearance. Map Revisions may be processed as
a certificate of correction, record map modification/
amending map, lot line adjustment, parcel map, or
tentative map, as applicable, in accordance with the
provisions of this EA1SP.
2. Map Revisions approved concurrent with the Project
Clearance will supersede the lot configuration
contained in the Approved Project applicable to
such individual lot. Except as affected by a Project
Clearance, all other provisions of the Approved Project will continue in full force and effect.
3. Expiration of a Project Clearance for an Individual
Project does not affect the validity of a certificate of correction, record map modification/ amending map,
lot line adjustment, parcel map, or map.
H. Rights Granted Under Project Clearance. A Project
Clearance indicates compliance with the EA1SP and the
Applicable Law.
I. Project Clearance Expiration
1. A Project Clearance for an Individual Project expires 24 months after the approval date, unless within such
period physical construction of the Individual Project
is substantially commenced, and/or the beginning of
the authorized use commenced, or the City grants a
time extension in accordance with this section.
2. The Director may grant a one year extension, for good cause shown, before the initial time period expires.
3. Upon a Project Clearance expiration, all entitlements revert back to Figure 2-3.
5. Development Configuration Inconsistent with
Environmental Guidelines for which an EIR is not
Required. If the Individual Project conforms to the
requirements of the EA1SP, but requires additional
environmental analysis under CEQA, the Director must
inform the Applicant that an additional environmental
assessment will be required for the Project and
require a deposit from the applicant to proceed with
additional Individual Project review. The Director may
then conduct an environmental review in compliance
with CEQA and take appropriate action as to a Project
Clearance.
6. Development Configuration Inconsistent with
Environmental Guidelines for which an EIR is Required.
If the Individual Project conforms to the requirements
of the EA1SP, but requires a Supplemental or
Subsequent Environmental Impact Report (EIR) in
order to comply with CEQA, the Planning Commission
is the decision maker for Project Clearance.
7. Finding of Inconsistency. If the Director finds the
Individual Project is inconsistent with Applicable
Law, including the EA1SP, the Director must deny the
application in writing. The written denial will identify the reasons for inconsistency. The Permittee may
amend its application or appeal the Director’s decision in accordance with the SPMC § § 16.206.010, et seq., as may be amended.
8. Referral to Planning Commission. The Director may
determine on a case-by-case basis that the public
interest would be better served by holding a public
hearing before the Planning Commission to determine
whether the Director should issue a Project Clearance.
F. Relationship of Project Clearance to Project Approval
1. Upon the City issuing a Project Clearance, plans for each such approved Individual Project will supersede
the plans contained in the Project Approval originally
applicable to such Individual Project’s lot. Except
where inconsistent with the approved Individual
Project, all other provisions of the Project Approval
apply to the Individual Project.
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4.9.5 Utility Plan
A Utility Plan must be submitted for City approval. All utility service connections and aboveground mounted equipment
(such as backflow prevention devices) must be screened from view and painted in earthtone or other colors compatible with the surrounding area (red is prohibited). Screening may include a combination of landscaping, fencing, walls, or lattice. All gas and electrical meters must be concealed and/or painted to match the surroundings. Utility transformers must be placed in underground vaults unless proven to be technically infeasible.
All transformers and vaults that must be located in the right-ofway must be installed below grade unless otherwise approved by the City. If not installed below grade, such facilities must be screened from public view.
4.9.6 Landscape Plan
The Permittee must prepare a detailed landscape plan for each Individual Project that identifies existing landscaping, proposed new landscaping (trees, shrubs, groundcovers by species), size of plant materials, and location of landscaping. Landscaping must consist of drought-tolerant native and/or Mediterranean type species which provides adequate enhancement of the property and screening from surrounding areas. The use of invasive plants is prohibited. Landscaping must be used to soften building masses, to reinforce pedestrian scale, and to provide screening along public street frontages and within parking areas.
Figure 2-3 is illustrative of the essential form that the East Area 1 is intended to take, including landscape and recreational areas.
Front Yard landscape for individual lots is identified in Section
5.7.1.D (front Yard Landscapes). As building and parking lot coverage are anticipated to change and evolve as the Specific Plan Area is built out, the landscape coverage requirements for Individual Projects may similarly evolve.
4.10 Maximum Development Yield
and Density Transfers
The maximum development yield from all of the East Area 1 Area subject to this Specific Plan is 2,050 dwelling units. During site development plan review, minor adjustments to planning area boundaries, and road alignments, may require adjustment of the Planning Area density allocations defined in Table 2-1.
Requests by Neighborhood Builder(s)/Developer(s) for density transfers between neighborhoods may be submitted for City consideration and approval, subject to prior authorization by the Master Developer. Any approval by Planning Director for density transfer between neighborhoods cannot exceed the potential maximum of each individual planning area, providing that the maximum total development potential of the entire project is not exceeded.
Density transfers are subject to the following provisions:
1. The density transfer meets the provisions of the
Development Standards and occurs within the
development envelope on the approved Land Use Plan
and Grading Plan of this Specific Plan;
2. The transfer is consistent with the integrity of the subject zone category in terms of overall intensity;
3. There would be no major impacts on approved
infrastructure plans, including major changes to the
approved circulation plan or pedestrian network;
4. Land use compatibility and Neighborhood integrity are not compromised.
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5. DevelopmentStandards
5.1 Purpose and Applicability
5.1.1 Purpose
These Development Standards, along with the Design
Guidelines in Section 6, are intended to implement the
development of Santa Paula’s East Area 1 Specific Plan
(“EA1SP”) in a manner that successfully creates neighborhoods with pedestrian-oriented streets, a variety of housing types and an economically vital mixed-use area, and that achieves the related goals and objectives identified in Section 2 of this Specific Plan (Form and Character).
The purpose of this section is to provide development
standards for project review and approval by the Director for all buildings, structures and attendant site improvements proposed for construction within the EA1SP area. These
Standards, along with the Guidelines in Section 6, are intended to complement the Santa Paula Municipal Code (SPMC).
5.1.2 Applicability of Development
Standards and Guidelines
A. Applicability. These Standards apply to all proposed development, subdivisions, and land uses within the
EA1SP area, except for school facilities, which are reviewed and permitted by the State of California through a special permitting and procedures process.
B. Relationship of the EA1SP’s regulations to zoning and other local ordinances. This Specific Plan provides the zoning for the entire EA1SP area. The entire property is zoned “SP-3”, and the applicable zoning regulations for East Area 1 are those set forth in this Section 5 of the Specific Plan.
C. Standards. The development standards (Zoning
Regulations) in Sections 5-2 through 5-4 of this Specific Plan include the Regulating Plan (zoning maps), and lists of allowed land uses (Table 5-1), minimum setback standards (Table 5-2), and maximum height standards (Table 5-3) for each zone.
Section 5.5 provides standards for the number, location and configuration of required parking facilities, and
Section 5.6 provides standards for the design of public and private streets. Section 5.7 provides standards for the public and private landscapes of East Area 1.
Throughout this section, the word “must” denotes a
standard or requirement that has the force of zoning, while the terms “should” and “recommended” denote a guideline or recommendation.
D. Design Guidelines. Are provided in Section 6.
5.1 Purposeand Applicability
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5.1.3 Definitions
In addition to the defined terms set forth above in this EA1SP, unless the contrary is stated or clearly appears from the context, the following definitions govern the construction of the words and phrases used in this EA1SP. Words and phrases not defined by this chapter have the meaning set forth elsewhere in the SPMC or applicable law.
Adverse Impact: The negative consequences of the use of a building on adjacent lots, usually as a result of noise, vibration, odor, pollution, or socioeconomic disruption.
Applicable Law: All federal, state and local laws including, without limitation, Ordinance No. 1255, which approved
the 2008 EA1SP and the 2015 Development Agreement.
Applicable Law also includes, without limitation, entitlements and agreements affecting the Specific Plan Area.
Arcade: A series of arches - curved or square - linked together and supported by columns on the outer side - covering the pedestrian way along a building Frontage. As distinct from a Gallery (see below) an Arcade generally supports habitable interior space at the upper floors, whereas galleries support roofs or open Porches.
Building Type: A structure defined by the illustrated
combination of building configuration, disposition and
function. These are prototypical arrangements of architectural and site design elements, illustrating ways in which the intended building scale and character may be achieved
through design.
Carriage Unit: A Carriage unit is an auxiliary housing unit, as allowed by the Neighborhood (N) zone, located above
or adjacent to the garage of the primary housing unit on the lot, with the front door and access directed towards an alley. A carriage unit constitutes a residential second unit in compliance with the Government Code Section 65852.2 and, as provided by the Government Code, is not included in the maximum density limitations established by this specific plan.
Carriage units are between 375 square feet and 700 square feet in floor area, and should be provided with an off-street parking space.
Civic Building: A building designed for occupancy by public or quasi-public uses that provide important services to the community. Buildings may be publicly owned and operated, semipublic, or privately owned and operated.
Development Configurations: Building locations, sizes, and uses, including related parking and landscaping.
Director: The Planning Director, Community Development
Director, or designee.
Dooryard: A yard between the street and a building, raised above the grade of the sidewalk adjacent and/or bounded by a low garden wall built on the frontage line(s).
Educational institution: A building or complex of buildings that accommodates a primary or secondary school, college, trade school, or similar public or private educational institution..
Facade: The vertical surface of a building that is set parallel to a Frontage Line and facing a street.
Frontage Line: The property lines of a lot fronting a street or other public way, or a park, green or paseo.
Frontage Type: These are prototypical arrangements of
architectural and site design elements, illustrating ways in which the intended streetscape character - and appropriate degrees of privacy for adjoining buildings - may be achieved through design.
Gallery: A roofed promenade, one- or two-story, extending along the facade of a building and supported by columns on the outer side, generally covering the sidewalk.
Half-Story: A story under a gable, hip, or gambrel roof, plates of which are not more than 3 feet above the nearest floor.
Health/Athletic Club: A fitness center, gymnasium, health and athletic club, which may include any of the following: exercise machines, weight facilities, group exercise rooms, sauna, spa or hot tub facilities; indoor tennis, handball, racquetball, archery and shooting ranges and other indoor sports activities, indoor or outdoor pools.
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5. DevelopmentStandards
Individual Project: A discretionary project proposed for the Specific Plan Area that substantially conforms to the EA1SP, but requires a discretionary permit such as a conditional use permit, Map Revision, or other, similar, action.
Indoor Recreation Center: An establishment providing indoor amusement and entertainment services for a fee or admission charge, including: bowling alleys, coin-operated amusement arcades, electronic game arcades (video games, pinball, etc.), ice skating and roller skating, pool and billiard rooms as primary uses.
Four or more electronic games or amusement devices (e.g., pool or billiard tables, pinball machines, etc.) in any establishment, or a premises where 50 percent or more of the floor area is occupied by electronic games or amusement devices, are
considered a commercial recreation facility; three or fewer machines or devices are not considered a land use separate from the primary use of the site.
Live-Work or Work-Live Unit: An integrated dwelling unit and working space, occupied and utilized by a single household in a structure that has been designed or structurally modified to accommodate joint residential occupancy and work activity, and which includes:
1. Complete kitchen space and sanitary facilities in
compliance with the SPMC; and
2. Working space reserved for and regularly used by one or more occupants of the unit.
The difference between live-work and work-live units is that the “work” component of a live-work unit is secondary to its residential use, and may include only commercial activities and pursuits that are compatible with the character of a quiet residential environment; while the work component of a worklive unit is the primary use, to which the residential component is secondary.
Map Revision: Any changes to Vesting Tentative Map No. 5854 or subsequent maps proposed by a Permittee in accordance with the EA1SP.
Master Developer: An individual or legal entity who controls or owns the Specific Plan Area; is responsible for managing the development and disposition of the property from initiation and design of the EA1SP that guides development for the entire site to final buildout; obtains financing and approvals; oversees site preparation and infrastructure development; and controls and contracts for the phased implementation by specialized builders/developers with experience required to complete the approved plan.
Neighborhood Builder / Developer: Someone who contracts with the Master Developer to build or develop a specific Neighborhood or portion of a Neighborhood contained in the Master Plan or Specific Plan.
Net Floor Area: The enclosed area of a building, excluding unglazed porches, arcades and balconies.
Parking Determination: The Director makes a Parking
Determination to identify the number and location of required Parking Spaces in compliance with the requirements of the Development Standards. Parking Determinations are required before issuing a Live-Work License, and for projects located in the Civic District (CD) and Neighborhood (N) zones.
Parking District: An area where parking has rules and
restrictions that are commonly managed by an entity.
Parking Spaces: See Section 5.5.D.
Paseo: A pedestrian alley. Paseos are located and designed to reduce the required walking distance within a neighborhood.
Permittee: An individual or legal entity who owns one or more portions of the Specific Plan Area and seeks discretionary approvals in accordance with the EA1SP.
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Personal Service: Establishments that provide non‑medical services to individuals as a primary use. Examples of these uses include: barber and beauty shops, clothing rental, dry cleaning pick‑up stores with limited equipment, home electronics and small appliance repair, laundromats (self‑service laundries), locksmiths, massage as permitted by the SPMC, nail salons, pet grooming with no boarding, shoe repair shops, tailors, tanning salons.
These uses may also include accessory retail sales of products related to the services provided.
Porch: A roofed structure, that is not enclosed, attached to the Facade of a building.
Primary Building: A building that accommodates the primary use of the site.
Project Clearance: The Director’s or, if applicable, the Planning Commission’s, review and verification of an Individual Project’s conformance with the requirements of the EA1SP.
Residential: Premises used primarily for human habitation.
Units cannot be less than 375 square feet in net area.
Restaurant: A retail business selling ready-to-eat food and/or beverages for on- or off-premise consumption. These include eating establishments where customers are served from a walkup ordering counter for either on- or off-premise consumption (“counter service”); and establishments where customers are served food at their tables for on-premise consumption (“table service”), that may also provide food for take-out, but does not include drive-through services, which are separately defined and regulated.
Secondary Building: A building that accommodates the
secondary use of the site subject to size requirements identified in the Neighborhood (N) zone.
Setback: The mandatory distance between a property line and a building or appurtenance. This area is to be left free of structures that are higher than 3 feet, except as noted in Section
5.4, Setback and Height Standards.
Smart Growth: A planning and development theory
that promotes town-centered and pedestrian oriented
development patterns as alternative to suburban “sprawl.” Smart Growth principles include: range of housing choices; walkable neighborhoods; strong sense of place; predictable and fair development decisions; mix of land uses; preserved open space and natural beauty; variety of transportation choices; compact building design.
Story: A habitable floor level within a building, typically 8’ to 12’ high from floor to ceiling. Individual spaces, such as lobbies and foyers may exceed one story in height. In Shopfront spaces, the ceiling height of the first story may be as high as 16’.
Studio - Art, Dance, Martial Arts, Music, etc: Small scale facilities, typically accommodating no more than two groups of students at a time, in no more than two instructional spaces.
Larger facilities are included under the definition of “Schools - Specialized Education and Training.” Examples of these facilities include: individual and group instruction and training in the arts; production rehearsal; photography, and the processing of photographs produced only by users of the studio facilities; martial arts training studios; gymnastics instruction, and aerobics and gymnastics studios with no other fitness facilities or equipment.
Also includes production studios for individual musicians, painters, sculptors, photographers, and other artists.
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5. DevelopmentStandards
Sustainable Development: Development that balances the
fulfillment of human needs with the protection of the natural environment so that these needs can be met not only in the present, but in the indefinite future. The way communities are planned and laid out is fundamental to sustainability.
Community sustainability requires a transition from poorlymanaged sprawl to land use planning practices that create and maintain efficient infrastructure, ensure close-knit neighborhoods and sense of community, and preserve
natural systems. Key planning principles of sustainable land use planning include: design comprehensive, mixed-use
neighborhoods instead of isolated pods, subdivisions and developments; make neighborhoods as pedestrian-friendly and as bicycle friendly as possible; create mass transit systems to link neighborhoods, employment centers and other “nodes”; create communities that contain the full range of development densities and land-uses; avoid large tracts with the same density or land-use.
Tower: A portion of a building with the primary purpose of providing access to a view which is distant or otherwise blocked. Towers are at least one story higher than the rest of the building and are less than 600 sq.ft. in footprint. Its massing may have vertical proportions, i.e. its height to the eave may be greater than any of its horizontal exterior dimensions.
Townhouse: A building with two or more single-family
dwellings located side by side, with common walls on the side lot lines, the facades reading in a continuous plane.
Traditional Neighborhood Design: A development pattern
that reflects the characteristics of small, older communities of the late 19th and early 20th centuries. Traditional Neighborhood Design is characterized by neighborhoods with a discernible center located within a 5-minute walk from most residences.
Each neighborhood provides a variety of dwelling types and land uses, interconnected network of narrow, walkable streets, neighborhood parks, and a distinct sense of place.
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5.2 Regulating Plan
5.2 Regulating Plan
To implement the vision for East Area 1 as outlined in Chapter 2, the Development Standards and Design Guidelines in this EA1SP are differentiated and organized by zones. Each zone is characterized by a unique range and combination of land uses, building scales and streetscape designs, as described below and mapped on Figure 5-1, Regulating Plan.
A. Hallock Center (HC) Zone
Hallock Center is the walkable neighborhood center, designed to support a range of neigborhood-serving retail commercial, and housing options, as well as substantial pedestrian activity.
Accordingly, design priorities include wide, shaded sidewalks, minimal driveway cuts, and well-screened off-street parking.
Buildings may be up to 3-stories, should front directly onto sidewalks, with access to services and parking via alleys or shared-driveways.
B. Neighborhood (NC) Zone
The Neighborhood Zone accommodates a mix of single-family housing types, ranging from larger and smaller detached houses. Buildings may be up to 2.5 stories, should front on the street, and should provide at least one curbside visitor parking space per unit.
The street network should provide multiple through routes and blocks should be walkable in scale and pattern. Streets should serve as vehicular, pedestrian and bicycle circulation routes and should generally include sidewalks and parkway strips on both sides of the street. Streets abutting Santa Paula Creek, Haun Creek and on the hillside – where pedestrian volumes are expected to be lower – should provide a sidewalk on at least one side of each street. Streets should also provide pedestrian and bicycle connections to trailheads and greenways,
providing residents with views of the surrounding hills, opens spaces and greenbelt.
C. Civic District (CD) Zone
The Civic District includes a site for school facilities and a Sports Park. The park perimeter should be naturally
landscaped with large trees to spatially contain this large open space, incorporating a multi-use trail that provides safe pedestrian and bicycle connections from the surrounding neighborhoods to the school facilities, parks, and adjacent neighborhoods.
D. Pedestrian-Priority Overlay
This overlay is provided to enhance pedestrian, bicycle and vehicular safety along busier streets. It is recommended that vehicular access to lots along these designated frontages be provided via alleys or drives that allow vehicles to turn around on site and avoid backing into these busy streets.
E. Agricultural Preserve (AG).
The AG zone applies to areas intended to remain in active agricultural operation.
F. Open Space 1 (OS-1).
The OS-1 zone applies to areas intended to remain undeveloped and natural in character. Pedestrian, bicycle and equestrian trails are allowed.
G. Open Space 2 (OS-2).
The OS-2 zone applies to areas intended for passive and active recreation and accommodates a range of greenways, community parks, neighborhood parks and squares.
Development is limited to trails, unlit athletic fields, playground equipment, small open structures such as picnic shelters, and structures necessary to support the specific purposes of each individual open space site.
H. Open Space 3 (OS-3).
The OS-3 zone applies to areas reserved for athletic facilities for joint use by the adjacent school facilities and the general public and may include lighted athletic fields and structures for indoor and outdoor athletic activities.
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5. DevelopmentStandards
5.2 Regulating Plan
Figure 5-1: Regulating Plan
Santa Paula Creek
keerC nuaH
Santa Paula St.
Foothill Collector
Palm Lane
Park Blocks
Hallock Entry
Santa Paula St.
Haun Creek Drive
Santa Paula Creek Edge
Drive
Park Loop Rd.
Telegraph Road
V.C.T.C.
Hwy 126
Pedestrian Priority Overlay
Civic District (CD)
Hallock Center (HC)
Neighborhood (N)
Agricultural Preserve (AG)
Open Space 1 (OS-1)
Open Space 2 (OS-2)
Open Space 3 (OS-3)
Legend
AG
AG
AG
N
N
N
OS-3
OS-2
OS-2
OS-2
OS-2 HC
CD
OS-2
OS-1
OS-2
OS-2
OS-2
(Santa Paula Creek
Neighborhood)
(Haun Creek
Neighborhood)
(Foothill
Neighborhood)
OS-1
OS-1
HC
ECO
N
East Center Overlay (ECO)
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5.3.2 Allowed Land Usesand Planning
Permit Requirements
A. Allowed land uses. A parcel or building within the EA1 Area area should be occupied only by the land uses listed in Table 5-1 and shown on Figure 5-1 (Regulating Plan).
Definitions of listed use types are in the SPMC, Chapter
16.05, except where a specific type is defined by Section
5.1.3 (Definitions) of these Development Standards and
Guidelines. If a use type is not defined in this section, or in the SPMC, the Director can determine the correct
definition, giving deference to common usage.
1. Establishment of an allowed use.
a. Any one or more land uses identified in Table 5-1
as being allowed within the Neighborhood (N)
zone may be established on any parcel within that
Area, subject to the planning permit requirement
listed in the table, and in compliance with all
applicable requirements of these Development
Standards and Guidelines.
b. If a parcel is proposed for development with two
or more of the land uses listed in the tables at the
same time, the overall project is subject to the
highest permit level required by the tables for
any individual use. For example, a new mixeduse building proposed with a permitted use on the second floor and a use requiring Conditional
Use Permit approval on the ground floor would
require Conditional Use Permit approval for the
entire project.
2. Use not listed.
a. A land use not listed in Table 5-1, that is
determined by the Director to not be included in
Section 5.1.3 (Definitions) under the definition of
a listed land use, is prohibited within the Specific
Plan Area, except as otherwise provided in
Subsection A.3 below.
b. A land use that is listed in the table, but not
within the Neighborhood (N) zone is prohibited
within that Area, except as otherwise provided in
Subsection A.3.
5.3 Land Use Regulations
5.3.1 Purpose
This section identifies the land use types allowed in each Zone, as defined in the Regulating Plan (Section 5.2) and specifies the type of City approval required for each allowed land use type.
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5. DevelopmentStandards
5.3 Land Use Regulations
3. Similar and compatible use may be allowed. The
Director may determine that a proposed use not listed
in Table 5-1 is allowable as follows:
a. Required findings. A determination that a
proposed use is similar to, and compatible with
a listed use and consequently may be allowed,
requires that the Director first make all of the
following findings:
1. The characteristics of, and activities
associated with the use are similar to one or
more of the listed uses, and will not produce
greater impacts than the uses listed for the
applicable zone;
2. The use is consistent with the purposes of
the applicable zone;
3. The use is consistent with the General Plan
and the EA1SP;
4. The use will be compatible with the other
uses allowed in the zone; and
5. The use is not listed as allowed in another
zone.
b. A determination of “similar use” and the findings
supporting the determination may be in writing.
4. Permitrequirements and development guidelines.
When the Director determines that a proposed, but
unlisted, use is similar to a listed use, the proposed use will be treated in the same manner as the listed use
in determining where it is allowed, what permits are
required, and what other guidelines and requirements
of these Development Standards and Guidelines
apply.
B. Permit requirements. Table 5-1 identifies land uses as described below:
1. Permitted subject to compliance with all applicable
provisions of these Development Standards and
Guidelines. These are shown as “P” land uses in the
table;
2. Allowed subject to the approval of a Conditional Use Permit, and shown as “CUP” land uses in the table;
3. Prohibited in particular Neighborhood zones, and
shown as an “X” in the table.
5.3.3 AdditionalCity Approval Requirements
A. Additional City approval requirements. Any land
use identified as allowed by Table 5-1 may require other City permits, licenses, and approvals, including without limitations a building permit.
B. Initiation of non-residential use. The initiation of a non-residential use in a Live-Work or Work-Live unit
requires that a business license and a Zoning Clearance be obtained from the City. Before issuing a Zoning Clearance, the Planning Director or designee may determine: (i) that the nature of the business, the goods being produced, and services being rendered on the premises will not create an adverse impact on adjoining properties; and (ii) that the number and location of required parking spaces complies with the requirements of these Development Standards
and Guidelines.
C. Landscape Master Plan. The landscape design of the
public realm and within the Open Space 2 (OS-2) and
Open Space 3 (OS-3) zones shall be determined through a Landscape Master Plan and the Final Map process.
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Land Use Type 1 Permit Required by Zone Reference to SPMC and additional EA1SP
CD HC N AG OS-1 OS-2 OS-3 regulations
Table 5-1: Allowed Land Uses and Permit Requirements
AGRICULTURAL USE TYPES
Fruit/Agriculture Stand(s) X P 4 X X X X X
Agricultural equipment and supplies, sales, repair X X X X X X X Ch. 16.15, Table 15-1
AUTOMOTIVE / VEHICLE-RELATED USE TYPES
Parts, sales, without installation X X X X X X X
Parts, sales with installation X X X X X X X
Repair (minor) - lube/tune, window tinting X X X X X X X Vehicle leasing/rental X X X X X X X
Vehicle storage, including RV’s and Boats (Outdoor only) X Ch. 16.15, Table 15-1
BOARDING AND LODGING USE TYPES
Bed and Breakfast Inn X P X X X X X
Congregate Care Housing Facility X P X X X X X
Hotel X P X X X X X
Conference Facility CUP X X X X X X
Ch. 16.15, Table 15-1
EATING / DRINKING USE TYPES
Cafe, Delicatessen (no alcoholic beverage sales) X P 2 X X X X X Restaurant (without drive-through) X P 2 X X X X X
Restaurant (can include dining on public right-of-way) X CUP 2 X X X X X
ENTERTAINMENT / RECREATION USE TYPES
Auditorium, convention hall, theater CUP X X X X X X
Batting cage(s), driving range, similar outdoor facility CUP X X X X X X Billiard/Pool Hall X P X X X X X
Bowling Alley X X X X X X X
Cultural Center CUP X X X X X X
Health/Athletic Club X P X X X X X
Indoor Recreation Center X P X X X X X
Library or Museum CUP CUP X X X X X
Massage Establishment X CUP X X X X X Ch. 119 of Title XI Skate Park or Rink CUP X X X X X X
Slot Car Racing X X X X X X X
Theater, Cinema (movie) X CUP X X X X X
Theater, Stage CUP CUP X X X X X
Ch. 16.15, Table 15-1
Notes:
1 Definitions of listed use types are in the SPMC, Chapter 16.05, except where a specific type is defined by Section 5.1.3 (Definitions) of these Development Guidelines. If a use type is not defined in this section, or in the SPMC, the Director can determine the correct definition, giving deference to common usage. 2 Limited to lots fronting Hallock Drive.
3 Not allowed on ground floor within 50 ft. of street corner on Hallock Main Street. 4 Permitted in East Center Overlay (See Figure 5-1)
Key to Zone Symbols Key to Permit Types
P Permitted Use
CUP Conditional Use
Permit required
X Use not allowed
CD Civic District
HC Hallock Center
N Neighborhood
AG Agriculture Preserve
OS-1 Open Space 1
OS-2 Open Space 2
OS-3 Open Space 3
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Notes:
1 Definitions of listed use types are in the SPMC, Chapter 16.05, except where a specific type is defined by Section 5.1.3 (Definitions) of these Development Guidelines. If a use type is not defined in this section, or in the SPMC, the Director can determine the correct definition, giving deference to common usage. 2 Limited to lots fronting Hallock Drive.
3 Not allowed on ground floor within 50 ft. of street corner on Hallock Main Street. 4 Permitted in East Center Overlay (See Figure 5-1)
Key to Permit Types
P Permitted Use
CUP Conditional Use
Permit required
X Use not allowed
5.3 Land Use Regulations
Land Use Type 1 Permit Required by Zone Reference to SPMC and additional EA1SP
CD HC N AG OS-1 OS-2 OS-3 regulations
MEDICAL USE TYPES
Blood bank X CUP X X X X X
Day Care Home - large family - adult or child X CUP 3 X X X X X Ch. 16.60 Day Care Home - small family - adult or child X CUP 3 X X X X X Child Day Care Center X CUP 3 X X X X X
Clinic - outpatient X CUP 3 X X X X X
Community Care Facility CUP CUP 3 X X X X X Ch. 16.64
Convalescent Home or Hospital CUP CUP 3 X X X X X
Medical Laboratory X CUP X X X X X
Medical Office X P 3 X X X X X
Urgent Care Facility X P 3 X X X X X
Ch. 16.15, Table 15-1
PERSONAL SERVICE / FINANCIAL USE TYPES
ATM, Bank, Savings and Loan, Credit Union X P 2 X X X X X Barber/Beauty/Nail X P X X X X X
Dance/Music School/Martial Arts studio CUP P 2 X X X X X Dry Cleaner (without on-site cleaning facility) X P 2 X X X X X Dry Cleaner (with on-site cleaning facility) X P 2 X X X X X Laundromat X CUP X X X X X
Repair: leather, luggage, shoes X P X X X X X
Ch. 16.15, Table 15-1
PROFESSIONAL AND ADMINISTRATIVE USE TYPES
Medical, Dental, Optometry, Chiropractic X P 3 X X X X X Business, Professional X P 3 X X X X X
Veterinary X CUP X X X X X
Ch. 16.15, Table 15-1
RESIDENTIAL USE TYPES
Academic Housing X P X X X X X
Dwelling - Multiple Family P P P X X X X
Dwelling - Live/Work X P X X X X X
Dwelling - Single Family P P P X X X X
Home Occupation X P P X X X X Ch. 16.230
Second Unit - Carriage Unit X X P X X X X Ch. 16.13, Div. 4 Senior Housing CUP P P X X X X In any dwelling
Ch. 16.13, Table 13-1
Table 5-1: Allowed Land Uses and Permit Requirements (continued) Key to Zone Symbols
CD Civic District
HC Hallock Center
N Neighborhood
AG Agriculture Preserve
OS-1 Open Space 1
OS-2 Open Space 2
OS-3 Open Space 3
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Land Use Type 1 Permit Required by Zone Reference to SPMC and additional EA1SP
CD HC N AG OS-1 OS-2 OS-3 regulations
Table 5-1: Allowed Land Uses and Permit Requirements (continued)
RETAIL / COMMERCIAL USE TYPES
Antique sales X P X X X X X
Art gallery, studio X P X X X X X
Auction (within a building, excluding livestock) X CUP X X X X X Automotive X CUP 4 X X X X X
Bakery (can include on-premises baking) X P X X X X X
Books X P X X X X X
Clothing / Apparel X P X X X X X
Candy X P X X X X X
Convenience / mini-market (up to 5,000 sq ft floor area) X CUP 2,4 X X X X X Fabric, crafts X P X X X X X
Flowers X P X X X X X
Furniture, furnishings, appliances X P X X X X X
Groceries / market (up to 35,000 sq ft floor area) X CUP X X X X X Hardware X P X X X X X
Home Improvement, lumber, garden X P X X X X X
Jewelry X P X X X X X
Music, instruments X P X X X X X
Nursery/Garden supply X P X X X X X
Office supplies, equipment X P X X X X X
Pets X P X X X X X
Pharmacy X P X X X X X
Plumbing supplies, equipment X P X X X X X
Warehouse retail X P X X X X X
Ch. 16.15, Table 15-1
SERVICE COMMERCIAL USE TYPES
Catering X P X X X X X
Cleaning / Janitorial X P X X X X X
Copy center / Postal center X P X X X X X
Equipment rental, sales, service X CUP X X X X X
Interior Design X P X X X X X
Laboratory (film, medical, dental) X P X X X X X
Photography shop/studio, film processing X P X X X X X
Painting, publishing X P X X X X X
Travel agency X P X X X X X
Ch. 16.15, Table 15-1
5.3 Land Use Regulations
Key to Zone Symbols
CD Civic District
HC Hallock Center
N Neighborhood
AG Agriculture Preserve
OS-1 Open Space 1
OS-2 Open Space 2
OS-3 Open Space 3
Notes:
1 Definitions of listed use types are in the SPMC, Chapter 16.05, except where a specific type is defined by Section 5.1.3 (Definitions) of these Development Guidelines. If a use type is not defined in this section, or in the SPMC, the Director can determine the correct definition, giving deference to common usage. 2 Limited to lots fronting Hallock Drive.
3 Not allowed on ground floor within 50 ft. of street corner on Hallock Main Street. 4 Permitted in East Center Overlay (See Figure 5-1)
Key to Permit Types
P Permitted Use
CUP Conditional Use
Permit required
X Use not allowed
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5.3 Land Use Regulations
INDUSTRIAL USE TYPES
Alcohol and alcoholic beverage manufacturing X CUP X X X X X Automotive repair/tune-up shop X X X X X X X
Assembly (small scale - electronics, small appliances) X P X X X X X Day Care center - employer-sponsored child X P X X X X X Ch. 16.60 Distribution (low intensity, local distribution) X CUP 4 X X X X X Farm vehicle sales, storage, repair and auction X X X X X X X Food Processing X CUP 4 X X X X X
Manufacturing (small scale, electronics, small appliances) X CUP 4 X X X X X Motion Picture Studio X CUP X X X X X
Office as accessory to primary industrial use X P X X X X X Telecommunications Facilities X CUP X X X X X Ch. 16.50 Trade School X CUP X X X X X
Wholesaling X CUP 4 X X X X X
Table 21-1
OTHER USE TYPES
Antenna, satellite or dish X CUP X X X X X Ch. 16.05.020 Antenna, wireless communications X CUP 3 X X X X X
Assembly hall CUP X X X X X X Ch. 16.62
Civic building (community center, fire station) CUP CUP CUP X X CUP CUP Ch. 16.23 Club, lodge, meeting hall CUP X X X X X X
Educational institution P X X X X X X
News rack CUP CUP X X X X X Ch. 16.68
Trade / Technical School CUP CUP X X X X X
Ch. 16.15, Table 15-1
Land Use Type 1 Permit Required by Zone Reference to SPMC and additional EA1SP
CD HC N AG OS-1 OS-2 OS-3 regulations
Table 5-1: Allowed Land Uses and Permit Requirements (continued) Key to Zone Symbols
CD Civic District
HC Hallock Center
N Neighborhood
AG Agriculture Preserve
OS-1 Open Space 1
OS-2 Open Space 2
OS-3 Open Space 3
Notes:
1 Definitions of listed use types are in the SPMC, Chapter 16.05, except where a specific type is defined by Section 5.1.3 (Definitions) of these Development Guidelines. If a use type is not defined in this section, or in the SPMC, the Director can determine the correct definition, giving deference to common usage. 2 Limited to lots fronting Hallock Drive.
3 Not allowed on ground floor within 50 ft. of street corner on Hallock Main Street. 4 Permitted in East Center Overlay (See Figure 5-1)
Key to Permit Types
P Permitted Use
CUP Conditional Use
Permit required
X Use not allowed
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5.4 Building Setbackand HeightStandards
5.4.1 Purpose
This section identifies building setback and height standards that regulate how individual buildings shape the public realm.
The standards vary according to the Neighborhood (N) zone as shown on the Regulating Plan.
Table 5-2 provides the minimum setbacks for primary buildings.
For the Hallock Center (HC) zone, the primary street setback is regulated according to use (commercial and residential).
Table 5-3 provides building heights to top of roof/parapet and, for the N zone, to the bottom of the eave.
5.4 Building Setbackand HeightStandards
.
Table 5-2: Minimum Building Setbacks 1, 2
Building Type
East Area 1 Zones
CD HC N
Commercial Residential
Primary Street Setback 10 ft.; 30 ft. max. 0-10 ft. 10 ft. 10 ft.
Side Street Setback 10 ft. 0 ft. 10 ft. 10 ft.
Side Yard Setback 10 ft.3 0 ft. 5 ft. 5 ft.
Rear Yard Setback 10 ft.3 5 ft. 10 ft. w/o alley
3 ft. w/ alley
10 ft. w/o alley
3 ft. w/ alley
1 All development in the Specific Plan Area, including residences and private residential yards, school facilities, and designated recreational facilities, must be setback a minimum of 100 feet from 100-110kV lines and 150 feet from 220-230 kV lines. 2 No more than 35% of the residential units can be built at the minimum primary street setback criteria. 3 Residential development within CD Zone subject setback requirements similar to HC and N zones.
Table 5-3: Maximum Building Heights
Building Type
East Area 1 Zones
CD HC N
Max. Height to Top of Roof/Parapet 3 stories / 50 ft. 3 stories / 40 ft. 2.5 stories / 30 ft.
Max. Height to Bottom of Eave 22 - 28 ft.
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5.5 Parking and ServicesStandards
A. Parking location and access. Vehicle parking in the East Area 1 will be provided on streets, in public parking lots, and on private lots. Parking for residents and for employees of businesses will be provided off-street, at the rear of the lot, and generally accessed by alleys. Parking for guests of residents will be provided on the streets abutting and nearby the lot. Parking for greens and parks will be provided on the abutting streets, with additional parking for events accommodated on surrounding streets and
facilities as specified in Section 5.5.1 (Parking Strategies).
Parking for customers of businesses will be provided on the streets abutting and nearby the business, to the extent possible, with supplemental off-street parking provided in parking lots or parking structures behind the buildings and accessed by alleys as described below. Parking in alleys is prohibited.
B. Off-street parking requirements. Individual Projects must provide and/or demonstrate access to parking spaces
at the following minimum recommended ratios, to be
approved at Project Clearance by the Director:.
1. Single dwellings,townhouses, live-work and worklive units. 2 parking spaces per house, townhouse, live-work or work-live units; at least one space may
be enclosed. Each carriage unit, when provided, may
be provided with one off-street parking space, which
may be enclosed, covered, or open, in addition to
those required for the principal dwelling.
2. Multi-dwelling buildings.
a. 1 parking space per apartment or condominium
for efficiency and 1-bedroom units in a multifamily building, which may be enclosed, covered or open. This requirement also applies to carriage
units of up to one bedroom located behind
single-family residences.
b. 1.5 parking spaces per apartment or
condominium for 2-bedroom units in a multifamily building, which may be enclosed, covered or open. This requirement also applies to carriage
units of up to two bedrooms located behind
single-family residences.
c. 2 parking spaces per apartment or condominium
for units of 3 or more bedrooms in a multi-family
building, which may be enclosed, covered or
open.
d. Provide visitor parking per SPMC parking
requirements. Curbside parking along the front
of the lot may count toward that requirement.
3. Office. 1 parking space per 300 s.f. of office space provided in shared parking facilities consisting of a
combination of on-street spaces and off-street spaces
(surface lots or structures).
4. Retail. 1 parking space per 300 s.f. of retail space provided in shared parking facilities consisting of a
combination of on-street spaces and off-street spaces
(surface lots or structures).
5. Restaurants. Sit-down establishments. 1 parking space per 80 s.f. of customer service area and 1 parking space per every 250 s.f. of food preparation area. Shared
parking agreements are encouraged for restaurants of
1,000 s.f. or more.
6. Entertainment. The Director can make a Parking
Determination identifying the number and location
of required parking spaces in compliance with the
requirements of these Development Guidelines.
7. Civic/Institutional. The Director can make a Parking Determination identifying the number and location
of required parking spaces in compliance with the
requirements of these Development Guidelines.
8. Alternative Requirements. The number of required
parking spaces may be reduced if the Director finds
that such reduction is justified based on substantial
evidence including, without limitation (a) a Parking
Demand Analysis demonstrating that parking required
for certain uses or combination of uses is less than the number of parking spaces which would otherwise
be required for such uses; and/or (b) measures such
as Transportation Demand Management programs,
implemented individually or in conjunction with
owners and/or tenants of other projects; and/or (c)
5.5 Parking and ServicesStandards
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other similar measures.
9. Parking Demand Analysis. The Director and Public
Works Director must confirm the number of parking
spaces will be adequate for each Individual Project
based on the above parking ratio requirements.
Permittees with land uses not identified above
and/or submitted with the request for Alternative
Requirements identified above must submit a
parking demand memorandum. The parking demand
memorandum will be evaluated based upon the
following:
• The Director and Public Works Director may use
reasonable methods to determine the appropriate
number of parking spaces for Individual Projects
which include use of recognized data sources
such as the Institute of Transportation Engineers’
(ITE) Parking Generation or Urban Land Institute’s
(ULI) Shared Parking.
• The Director’s determination must reflect
the anticipated effect of the proximity of the
Individual Project to mass transit facilities,
the effect of interaction of on-site mixed-use
development, and implementation of other
transportation demand management measures.
C. Services and utilities. All utility entrances and meters, and all trash and recycling receptacles, cannot be located closer to the front of the lot than parking is permitted.
Off-street surface lot or parking garage On-street parallel parking Wall‑mounted devices may be screened from public views
and/ or integrated into the architecture of the building, as approved through the Master Developer Design Review
process (see Section 4.9.4). Ground mounted devices may be screened with landscaping.
D. Parking spaces. Parking Spaces may be a minimum of 9 feet x 19 feet, except that in off-street parking lots of more than 10 spaces, up to 20 percent of the spaces may be a minimum of 8 feet x 16 feet. The parking requirement
may be accommodated on the lot and on the street on
the corresponding frontage, or on another site by way of a shared parking proposal approved by the Director. Pairs of on-site parking spaces for use by employees of a single business, or for use by residents of a single dwelling unit, may be provided in tandem configuration (one behind the other) when approved by the Director.
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Figure 5-2: Parking Convenience and Duration
Most convenient for
customers
Level of Convenience Type and Duration of Parking
2-hour:
on-street near
retail destinations
3-hour:
mid-block parking lots
Least convenient for
employees
All day:
periphery of district low
high
Priority
On-street diagonal parking
5.5 Parking and ServicesStandards
Example of typical loading and delivery practices for nonresidential uses similar in scale and intensity to those anticipated in the EA1 area.
5.5.1 Parking Strategies
Fundamental to the successful development and operation of the various neighborhoods and districts is the utilization of a parking strategy distinct from current, conventional practice.
This plan identifies the approach for the Hallock Center Area and the Civic District, as well as one for the residential neighborhoods as described below:
A. Residential Development. All parking for dwellings is provided on-site as identified in the Design Guidelines (Section 6.1). This includes the acknowledgement that
on-street parking suffices for guest parking along with the need to minimize curb cuts to maximize on-street spaces; B. Non-Residential Development. All parking for
commercial or civic uses is to be strategically dispersed in a way that maximizes its use, throughout the day and evening, allowing it to be shared by a variety of businesses and uses. Through a combination of public off-street and on-street parking, the district-wide parking needs are
satisfied.
This approach to non-residential parking consists of the following:
1. Park-Once Program. The parking needs of uses in the Hallock Center (HC) and Civic District (CD) Areas may
be addressed through a park-once strategy whereby
non-residential parking is shared on off-street surface lots or garages and on-street parking.
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5. DevelopmentStandards
5.6.Thoroughfare Design Standards
5.6 Thoroughfare Design Standards
5.6.1 Purpose
This section provides the standards for the design of main streets and avenues in East Area 1. Each street type provides requirements for both the traveled way (parking lanes, travel lanes, medians) and the pedestrian way (sidewalks, trails, curbside landscaping). All streets and avenues are designed to foster an attractive and comfortable pedestrian environment and are designed to strengthen the character of their context.
Figure 5-3 provides an overview of all allowed thoroughfare types and their locations within the Specific plan Area. Each type is described in detail on the following pages.
5.6.2 Approach
The approach to thoroughfares and thoroughfare design is based on the fundamental practice of using an interconnected and varied pattern of context-sensitive thoroughfares to serve a variety of situations based on the urban design and programmatic objectives for the plan area. The plan-area’s circulation system consists of a hierarchical deployment of particular thoroughfare types for specific physical applications.
Across the plan area, these types range from plan-wide
connectors to very short streets defining a public space to pedestrian passages and alleyways. Such a wide range of types serves to both organize and define specific contexts, generating a system that accommodates vehicular traffic. The following characteristics are associated with this approach:
• Mixed land uses in close proximity to one another and relatively compact development.
• A highly-connected multi-modal circulation network.
Building entries front directly on to thoroughfares without parking between entries and the public right-of-way.
• Building, landscape and thoroughfare design that is
pedestrian-scale, providing architectural and urban design detail with size and design appreciated by persons who
are traveling slowly and observing from the street level. • Thoroughfares and other public spaces that contribute to ‘place-making’ – the creation of unique locations that are compact, mixed-use and pedestrian-oriented with a
strong civic character and lasting economic value.
Further, the following policies specifically inform the design, execution and maintenance of thoroughfares in the plan area:
• Limited lane widths to appropriately calm traffic.
• Two-way traffic and on-street parking to maximize
frontage and mobility options.
• Tighter curb radii to calm traffic and thus improve
pedestrian safety and walkability.
• Ample sidewalks and generous streetscapes to maximize appeal and image.
• Compatible lighting that is responsive to its context while providing safety and appeal.
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5.6.3 ThoroughfareTypes
Based on the above, the plan area uses thoroughfare types in several categories to create the palette of blocks that comprise the proposed development. In support of EA1SP goals, the thoroughfare types are identified at a general level as to their overall category. Each category receives the appropriate number of thoroughfare types to address the needs of the plan as to specific purpose and function. To further illustrate the depth and versatility of the proposed thoroughfare network, each of the 5 categories and their corresponding thoroughfare types are summarized in Table 5-4. Figure 5-3 identifies the locations of the thoroughfare categories.
Table 5-4: Thoroughfare Categories and Types
Classification Thoroughfare Type
Major Entry Hallock Commercial Street
Major Santa Paula Street
Santa Paula Creek Bridge
Residential Collector Santa Paula Creek /
Haun Creek Edge Drives
Central Park
Park Blocks
Residential Palm Avenue
Neighborhood Streets
Neighborhood Edge Drive
Other Alley
Paseo
Trail I
Trail II
Source: Jensen Design & Survey, Inc., 2022
5.6.4 New Street Names
New streets must be named in accordance with City of Santa Paula Resolution No. 6276.
5.6.Thoroughfare Design Standards
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5.6.Thoroughfare Design Standards
Figure 5-3: Thoroughfare Type Diagram
Santa Paula Creek
keerC nuaH
Santa Paula St.
Foothill Collector
Palm Lane
Park Blocks
Hallock Entry
Santa Paula St.
Haun Creek Drive
Major Entry
Major
Residential Collector
Residential
Other - Alley (not shown)
Other - Paseo (not shown)
Legend
Santa Paula Creek Edge
Drive
Park Loop Rd.
Telegraph Road
V.C.T.C.
Hwy 126
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5.6.5. Hallock Entry
The Hallock Entry serves as the Gateway into East Area 1, as well as a direct link to the Santa Paula Sports Park and the mixeduse Hallock Center. Its character is heavily pedestrian-oriented and has buildings with shopfronts built to the street.
Design Guidelines
Notes Dimension
Street Classification Major Entry --
Right-Of-Way (ROW) Width -- 120 feet
Curb-to-Curb Pavement Width across entire street, incl. median 92 feet to median 38 feet
Desired Operating Speed -- 25 mph
Corner Curb Radius -- 13 feet
Travel Lanes four, 2-each direction 12 feet
Medians planted median & left-turn lane 16 feet
Parking Lanes parallel, both sides, marked 8 feet
Addtional Transportation
Provision bicycle lanes, both sides 6 feet
Walkways sidewalk, both sides 6 feet
Curbside Landscaping parkway tree wells 8 feet
Typical Street Tree Spacing see section 5.7 30’ on center Typical Street Lighting single-head column
(see section 5.6.16 )
60’ on center both
side, aligned
Parallel Median / Left Turn Lane
Parking
Right-of-Way
120’
16’
Bike Travel Lane
Lane
Travel Lane
8’
Parallel
Parking
6’ 12’ 8’
Bike
Lane
6’
Travel Lane
12’ 12’ 12’ 14‘
Travel Lane Sidewalk & Planter
(or Parkway, or Arcade)
14’
Sidewalk & Planters
(or Parkway, or arcade)
Median
Right-of-Way
104’
16’
Bike Travel Lane
Lane
6’ 30’ 30’ 8‘
Travel Lane
6’
Parkway Side
Walk
6’ 8‘
Side Parkway
Walk
Parallel Median / Left Turn Lane
Parking
Right-of-Way
116’
16’
Bike Travel Lane
Lane
Travel Lane
8’
Parallel
Parking
6’ 11’ 8’
Bike
Lane
6’
Travel Lane
11’ 11’ 11’ 14‘
Travel Lane Sidewalk & Planter
(or Parkway, or Arcade)
14’
Sidewalk & Planters
(or Parkway, or arcade)
Typical plan view of Hallock Entry
5.6.Thoroughfare Design Standards
Actual cross-section
Artist’s rendition of Hallock Entry.
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5. DevelopmentStandards
5.6.6. Santa PaulaStreet
Santa Paula Street is the major east/west thoroughfare in the southern portion of East Area 1, serves as a gateway from downtown across a new bridge over Santa Paula Creek and defines the southern edge of the Civic Park. Parallel parking on both sides, and sidewalks separated from the curb with continuous landscaping including trees.
Travel
12’
Travel
12’
Parallel
Parking
8’
Parallel
Parking
8’
Bike Lane
5’
Bike Lane
6’ 5’ 6’
61’
Right-of-Way
5’
Sidewalk Parkway
10’
Parkway Sidewalk
Travel
12’
Travel
12’
Parallel
Parking
8’
Parallel
Parking
8’
Bike Lane
5’
Bike Lane
6’ 5’ 6’
61’
Right-of-Way
5’
Sidewalk Parkway
10’
Parkway Sidewalk
Design Guidelines
Notes Dimension
Street Classification Major --
Right-Of-Way (ROW) Width -- 61 feet
Curb-to-Curb Pavement Width 50 feet
Desired Operating Speed -- 30 mph
Corner Curb Radius -- 13 feet
Travel Lanes two, 2-way 12 feet
Medians -- --
Parking Lanes parallel, both sides 8 feet
Additional Transportation
Provision bicycle lanes, both sides 5 feet
Walkways sidewalk, south side 5 feet
multi-use trail, park/school side 10 feet
Curbside Landscaping continuous planting strip 6 feet
Typical Street Tree Spacing see section 5.7 30’ on center Typical Street Lighting single-head column (see
section 5.6.16 )
120’ on center,
staggered
Artist’s rendition of Santa Paula Street.
Typical plan view of Santa Paula Street.
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5.6.7. Santa PaulaCreek Bridge
Santa Paula Creek Bridge serves as the eastern Gateway from downtown and consists of one vehicular travel lane and one bike lane in each direction. Curb-tight sidewalks provide pedestrian access from existing neighborhoods to the Civic and Hallock Center Districts, as well as the Neighborhood. 5’ bike lanes will be provided on both sides of the bridge to tie into East Area 1’s trail system and provide for a safe crossing of Santa Paula Creek.
Design Guidelines
Notes Dimension
Street Classification Major --
Right-Of-Way (ROW) Width -- 48 feet
Curb-to-Curb Pavement Width -- 36 feet
Desired Operating Speed -- 25 mph
Corner Curb Radius -- --
Travel Lanes Two, 2-way 12 feet
Medians Center Turn Lane --
Parking Lanes No --
Additional Transportation
Provision bicycle lanes, both sides 5 feet
Walkways sidewalk on both sides 6 feet
Curbside Landscaping -- --
Typical Street Lighting single-head column (see
section 5.6.16 )
60’ on center,
aligned
12’
Right-of-Way
48’
Travel Lane Walkway
12’
Travel Lane
6’
Walkway
6’
Bike Lane
6’
Bike Lane
6’
12’
Right-of-Way
48’
Travel Lane Walkway
12’
Travel Lane
6’
Walkway
5’
Bike Lane
5’
Bike Lane
6’
12’
Right-of-Way
48’
Travel Lane Walkway
12’
Travel Lane
6’
Walkway
6’
Bike Lane
6’
Bike Lane
6’
12’
Right-of-Way
48’
Travel Lane Walkway
12’
Travel Lane
6’
Walkway
5’
Bike Lane
5’
Bike Lane
6’
Typical plan view of Santa Paula Creek Bridge.
5.6.Thoroughfare Design Standards
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5.6.8. FoothillCollector
The Foothill Collector connects the Civic District to
the Haun Creek. The buildings fronting the street are
varied, and include townhouses along the eastern half,
and mostly single family houses. The street has parallel parking and sidewalks separated from the curb with
continuous planting strips on both sides.
Travel
12’
Travel
12’
Parallel
Parking
8’
Parallel
Parking
8’
Bike Lane
5’
Bike Lane
5’ 5’ 5’
70’
Right-of-Way
5’
Sidewalk Parkway
5’
Parkway Sidewalk
Travel
11’
Travel
11’
Parallel
Parking
8’
Parallel
Parking
8’
Bike Lane
5’
Bike Lane
5’ 5’ 5’
68’
Right-of-Way
5’
Sidewalk Parkway
5’
Parkway Sidewalk
Design Guidelines
Notes Dimension
Street Classification Residential Collector --
Right-Of-Way (ROW) Width -- 70 feet
Curb-to-Curb Pavement Width across entire street 50 feet Desired Operating Speed -- 30 mph
Corner Curb Radius -- 13 feet
Travel Lanes Two, 2-way 12 feet
Medians -- --
Parking Lanes parallel, both sides 8 feet
Additional Transportation
Provision -- --
Walkways sidewalk, both sides 5 feet
Curbside Landscaping continuous planting strip 5 feet
Typical Street Tree Spacing see section 5.7 30’ on center Typical Street Lighting single-head column
(see section 5.6.16 )
120’ on center,
staggered
Typical plan view of the Foothill Collector.
5.6.Thoroughfare Design Standards
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5.6.9. Park Blocks
Running east from the Santa Paula Sports Park, Park Blocks accommodates the historic Well House and is lined with
residential and mixed-use buildings. The streets on either side of the greens allow one-way traffic and parallel parking on one side. The sidewalks are located on the building side of the streets and are separated from the curb by continuous planting strips.
Parallel Green
Parking
9’
Right-of-Way
140’
72’
Travel
Lane
8’ 12’ 12’
Travel
Lane
8’
Parallel
Parking
5’
Sidewalk Parkway
9’ 5’
Parkway Sidewalk
Design Guidelines
Notes Dimension
Street Classification Residential Collector (w/ Median) -- Right-Of-Way (ROW) Width -- 140 feet
Curb-to-Curb Pavement Width across entire street 112 feet to median 20 feet
Desired Operating Speed -- 25 mph
Corner Curb Radius -- 13 feet
Travel Lanes two, 2-way 12 feet
Medians Park Blocks 72 feet
Parking Lanes parallel, both sides 8 feet
Additional Transportation
Provision -- --
Walkways sidewalk, both sides 5 feet
Curbside Landscaping continuous planting strip 9 feet
Typical Street Tree Spacing see section 5.7 30’ on center Typical Street Lighting single-head column
(see section 5.6.16 )
60’ on center on
building side
Parallel Green
Parking
8’
Right-of-Way
140’
72’
Travel
Lane
8’ 12’ 12’
Travel
Lane
8’
Parallel
Parking
6’
Sidewalk Parkway
8’ 6’
Parkway Sidewalk
Artist’s rendition of Park Street.
Typical plan view of the Park Blocks.
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5.6.10. Santa PaulaCreekand Haun CreekEdge Drives
12’
Multi-Use Trail
(where occurs)
8’
Parkway
8’
Gravel Shoulder
12’
Travel
Lane 40’
Right-of-Way
12’
Travel
Lane
8’
Parallel
Parking
6’
Parkway
5’
Sidewalk
Typical plan view of the Santa Paula
Creek/Haun Creek Edge Drive.
The Santa Paula Creek Edge Drive and Haun Creek Edge Drive are characterized by a curb, parkway and sidewalk along the developed side of the street, and a greenway on the other side of the street. A multi-use trail is envisioned running through the greenway providing pedestrian and bicycle access to the trail network in the hills.
Design Guidelines
Notes Dimension
Street Classification Residential Collector --
Right-Of-Way (ROW) Width -- 40 feet
Curb-to-Curb Pavement Width across entire street 40 feet Additional Curb Detail River Cobble or Rolled Curb Edge in lieu of Curb, (park / edge side)
Desired Operating Speed -- 25 mph
Corner Curb Radius -- 13 feet
Travel Lanes two, 2-way 12 feet
Medians -- --
Parking Lanes (park side) 8 feet
Additional Parking Details parkable gravel shoulder (edge side) 8 feet Additional Transportation
Provision multi-use trail along creek and park 12 feet
Walkways sidewalk on creek side 5 feet
Curbside Landscaping Parkway / bioswale, development side 10-15 feet Additional Landscaping Tree planters in gravel shoulders between parking spaces 6 feet minimum
Typical Street Tree Spacing see section 5.7 30’ on center Typical Street Lighting single-head column
(see section 5.6.16 )
150’ on center
on building side
Actual Cross-section for Santa Paula Creek Drive
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5.6.Thoroughfare Design Standards
5.6.11. PalmAvenue
Palm Avenue is a residential street east of and parallel to Hallock Street. It is lined with higher-density residential buildings.
Its wide right-of-way accommodates the existing palm trees as well as wide sidewalks that provide for a comfortable pedestrian route from the Park Blocks to the greenway to the south and east.
Travel
Lane
10’ 10’
Travel
Lane
8’
Parallel
Parking
Parallel
Parking
16-17’ 8’ 6’
82’
Right-of-Way
6’
Sidewalk Parkway Parkway Sidewalk
16-17’
Travel
Lane
12’ 12’
Travel
Lane
8’
Parallel
Parking
Parallel
Parking
16-17’ 8’ 6’
84’
Right-of-Way
6’
Sidewalk Parkway Parkway Sidewalk
16-17’
Design Guidelines
Notes Dimension
Street Classification Residential --
Right-Of-Way (ROW) Width -- 84 feet*
Curb-to-Curb Pavement Width -- 40 feet
Desired Operating Speed -- 25 mph
Corner Curb Radius -- 10 feet
Travel Lanes two, 2-way 12 feet
Medians -- --
Parking Lanes parallel, both sides 8 feet
Additional Transportation
Provision -- --
Walkways sidewalk, both sides 6 feet*
Curbside Landscaping cont. planting with exist. palms 16-17 feet* Typical Street Tree Spacing see section 5.7
25’ on center
if replaced
Typical Street Lighting single-head column
(see section 5.6.16 )
90’ on center,
aligned
* Exact dimensions to be determined at the Tentative Map level. Typical plan view of Palm Lane. 515
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5.6.12. Neighborhood Street
Neighborhood Streets are designed for low traffic volumes and traffic speeds of 25 miles per hour or less. Their primary function is to provide local access to adjacent land uses, which vary throughout the area, depending on the location.
Sidewalks and curbside parking are provided on one or both sides. Sidewalks are separated from the curb by parkway strips planted with tree rows in many cases, to shade the sidewalks, to buffer pedestrians from traffic, to provide opportunities for stormwater infiltration, and to help avoid cross-slopes on sidewalks that can present barriers to users of wheelchairs and children’s wheeled vehicles.
10’ 7-8‘
Travel Lane
10’
Parallel Travel Lane
Parking
Parallel
Parking
7-8’ 7-8’
60’
Right-of-Way
5’
Sidewalk Parkway
5’
Sidewalk
7-8’
Parkway
Design Guidelines
Notes Dimension
Street Classification Residential --
Right-Of-Way (ROW) Width -- 60 feet*
Curb-to-Curb Pavement Width -- 34-36 feet
Desired Operating Speed -- 25 mph
Corner Curb Radius -- 10 feet
Travel Lanes two, 2-way 10 feet
Medians -- --
Parking Lanes parallel, both sides 7-8 feet*
Additional Transportation
Provision -- --
Walkways sidewalk, both sides 5 feet*
Curbside Landscaping continuous parking strip 7-8 feet* Typical Street Tree Spacing see section 5.7 30’ on center Typical Street Lighting single-head column
(see section 5.6.16 )
150’ on center,
staggered
* Exact dimensions to be determined at the Tentative Map level.
Artist’s rendition of a typical Neighborhood Street.
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5.6.13. Neighborhood Edge Drive
Design Guidelines
Notes Dimension
Street Classification Residential --
Right-Of-Way (ROW) Width -- 48 feet*
Curb-to-Curb Pavement Width across entire street 34-36 feet Additional Curb Detail River Cobble or Rolled Curb Edge in lieu of Curb, (edge side)
Desired Operating Speed -- 25 mph
Corner Curb Radius -- 10 feet
Travel Lanes two, 2-way 10 feet
Medians -- --
Parking Lanes (development side) 7-8 feet*
Additional Parking Details parkable gravel shoulder, (edge side)** 7-8 feet* Additional Transportation
Provision multi-use trail along creek and park 10 feet
Walkways sidewalk on development side 5 feet
Curbside Landscaping Parkway / bioswale, development side 7-8 feet* Additional Landscaping Tree planters in gravel shoulders between parking spaces 6 feet
Typical Street Tree Spacing see section 5.7 30’ on center Typical Street Lighting single-head column
(see section 5.6.16 )
150’ on center
on building side
* Exact dimensions to be determined at the Tentative Map level. ** Optional
The Neighborhood Edge Drive is a low speed, low velocity roadway, accommodating local traffic and providing a
comfortable route for bicycling or walking. Additional
pedestrian and bicycle accommodation is provided by the multi-use trail in the adjacent Greenway.
5.6.Thoroughfare Design Standards
Typical plan view of Neighborhood Edge Drive.
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5. DevelopmentStandards
5.6.14. Alley
Right-of-Way
Enhanced
Pavement
Enhanced
Pavement
Driveway
Apron
Garage Pavement Garage
4‘ 12‘
20‘
4‘ min. 4‘
max. 24‘
Driveway
Apron
min. 4‘
max. 24‘
Alleys are located in the rear of lots and provide the primary vehicular access to residential property. Garages are oriented to and accessed from Alleys. Garages may be located a minimum of 4 feet from the rear property line and may be set back further to allow for parking in front of the garage (maximum setback:
24 feet). The entire 20-foot alley right-of-way is driveable, however, a four foot strip on both sides may be enhanced pavement. Enhanced pavement may be permeable and can be made of brick, stone or grass pavers, porous concrete, or similar materials. Trash cans, gas and electric meters and other utilities are located in the Alleys.
Design Guidelines
Notes Dimension
Street Classification Alley
Right-Of-Way (ROW) Width -- 20 feet
Pavement Width -- 12 - 20 feet
Desired Operating Speed -- 5 mph
Corner Curb Radius -- --
Travel Lanes one, 2-way 20 feet
Medians -- --
Bicycle Access / Provision -- --
Additional Transportation
Provision -- --
Walkways -- --
Curbside Landscaping see section 5.7 --
Street Lighting Garage-mounted lights --
Driveway
Apron
Drain Gutter
2’
Garage Garage
min. 5‘
max. 24‘
Driveway
Apron
min. 5‘
max. 24‘
20’
R.O.W. / Travel
12’
Pavement Turf Block or
Enhanced
Pavement
Turf Block or
Enhanced
Pavement
4‘ 4‘
Illustrative example of an Alley.
Typical plan view of an Alley.
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5.6.15. Roundabout
Roundabouts are circular intersections whose features include a central island, truck aprons or mountable curbs, a circulatory roadway and splitter islands at each approach. Roundabouts are a safe and efficient traffic calming device which can be used at many of the same locations as traffic signals or stop controls. Roundabouts should be used where physical conditions allow, including approach grades and right of way width. Crosswalks should be located between 1-3 car lengths behind the yield line. A landscaped central island reinforces the geometry, encourages pedestrians to cross at designated crossing locations and helps to integrate the traffic device with the surrounding streetscape. Landscape design, design of the approach road and roundabout may provide visibility of the roundabout from a distance that will allow approaching drivers to see the roundabout in all weather and lighting conditions.
Roundabout designs will require a case-by-case study of the design speed, geometry, capacity, existing conditions, and other factors, by the Public Works Director, or designee.
Thoroughfare Design Guidelines
Notes Dimension
Right-Of-Way (ROW) Width -- varies
Curb-to-Curb Pavement Width -- varies
Desired Operating Speed -- 15 mph
Corner Curb Radius -- varies
Travel Lanes two, 2-way varies
Medians -- optional
Parking Lanes -- --
Additional Transportation
Provision -- --
Walkways sidewalk, both sides 5 feet minimum
Curbside Landscaping continuous planting strip 8 feet minimum Typical Street Tree Spacing see section 5.7 varies
Typical Street Lighting Per street standards,
none in roundabout --
Typical plan view of a Roundabout.
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5. DevelopmentStandards
5.6.16. Trail
The trail is either paved or decomposed granite designed for use by pedestrians and/or cyclists. The trail will include a split rail fence to separate adjacent street traffic from trail use.
The trail pathways will meander nearly the entire west and east edges, and portions of the north edge, of the East Area 1 development.
5.6.17. Paseo
A pedestrian connector that passes between buildings and provides short cuts through long blocks or where the terrain is too steep for a street. Paseos may also connect parking lots in the rear with the building frontages.
Bike
10‘ 6‘
Walk
6‘
Split Rail Fence
Divider
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Streets and other public spaces throughout East Area 1 may be carefully scaled and detailed for the safety and comfort of pedestrians. The location and scale of street trees, street lights, street furniture, and special accent pavement may be focused on creating comfortable spaces to walk, visit, and rest. Typical streetlights may be of the type illustrated on this page.
Spacing of luminaires shall be dictated by photometric studies performed by qualified consultants.
Recommended pole types include concrete or aluminum
poles as manufactured by King Luminaire, Lumec/Philips, or similar. Poles with a distinct base element are recommended.
Luminaires should be down-directed, cut-off type to avoid night sky illumination, and provided with high-efficiency lamps - LEDs are recommended.
5.6.19. StreetLighting Guidelines
Single-Head Column
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5. DevelopmentStandards
5.7 LandscapeStandards
5.7.1 Purpose
A. General requirements. Landscapes should preserve and promote the aesthetic character and value of East Area 1 in the following ways:
1. The landscape – including streets, greens, parks and front yards – should define, unify and enhance the public realm.
2. The landscape should be sensitive to its environmental context and utilize plant species that reduce the need for supplemental irrigation water.
3. Front yards should be landscaped with drought-tolerant plant materials and permanent underground low-flow irrigation systems.
4. Off-street parking should be screened and landscaped.
5. All landscapes should be in accordance with local and State Firescape guidelines, fire safe plant lists, and City of Santa Paula Resolution 3675.
B. Landscape for thoroughfares. Street trees should be consistent with species identified in the Street Tree Plan, Figure 5-5. Large trees with arching canopies should be planted in rows in continuous parkway strips or individual tree wells parallel to the adjacent curb on both sides of the street and in street medians where appropriate. Consistency in tree species and spacing should be used to establish a strong street identity.
C. Community Plant Palettes
1. Hallock Center and Civic District
a. Dominant Trees - 36” box minimum size
Cinnamomum camphora Camphor Tree
Pistacia chinensis Chinese Pistache
Platanus a. ‘Bloodgood’ London Plane Tree
Washingtionia Robusta Mexican Fan Palm
b. Background Trees - 24” box minimum size
Magnolia grandiflora Southern Magnolia
Pinus eldarica Afghan Pine
Pyrus calleryana Evergreen Pear
c. Accent Trees - 24” box minimum size
Lagerstroemia indica Crape Myrtle
Olea europaea’Swan Hill’ Fruitless Olive
Prunus c. ‘Krauter Vesuvius’ Purple Leaf Plum
Pyrus calleryana Flowering Pear
Common area green
Tree-lined street
Open space
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5.7 LandscapeStandards
2. Neighborhood Palette A
a. Dominant Trees - 24” box minimum size
Arbutus ‘Marina’ Hybrid Strawberry Tree
Koelreuteria paniculata Goldenrain Tree
Pinus canariensis Canary Island Pine
Pinus pinea Italian Stone Pine
Pistacia chinensis Chinese Pistache
Platanus a. ‘Bloodgood’ London Plane Tree
Quercus wislizenii Interior Live Oak
Rhus lancea African Sumac
Ulmus parvifolia ‘Drake’ Evergreen Elm
b. Background Trees - 24” box minimum size
Liquidamber s. ‘Festival’ American Sweet Gum
Liriodendron tulipifera Tulip Tree
Magnolia grandiflora ‘St. Mary’s’ Southern Magnolia
Pyrun calleryana Flowering Pear
c. Accent Trees - 24” box minimum size
Cercis occidentalis Western Redbud
Lagerstroenia indica Crape Myrtle
Olea europaea ‘Swan Hill’ FruitlessOlive
Prunus c. ‘Krauter Vesuvius’ Purple Leaf Plum
Pyrus calleryana Flowering Pear
2. Neighborhood Palette B
a. Dominant Trees - 24” box minimum size
Arbutus ‘Marina’ Strawberry Tree
Koelreuteria paniculata Golden rain Tree
Platanus racemosa Western Sycamore
Quercus wislizenii Interior Live Oak
Rhus lancea African Sumac
Ulmus parvifolia ‘Drake’ Evergreen Elm
b. Background Trees - 24” box minimum size
Liriodendron tulipifera Tulip Tree
Magnolia grandiflora ‘St. Mary’s’ Southern Magnolia
Pinus eldarica Afghan Pine
Pyrun kawakamii Evergreen Pear
c. Accent Trees - 15 gallon minimum size
Cercis occidentalis Western Redbud
Lagerstroenia indica Crape Myrtle
Prunus c. ‘Krauter Vesuvius’ Purple-Leaf Plum
Drake Elm
Trees in parkway
Median tree planting
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Source: MJS Design Group, Inc, 2014
Figure 5-4: Master Street Tree Plan
Santa Paula Creek
Haun Creek
Santa Paula St.
Foothill Collector Foothill Collector
Palm Lane
Park Blocks
Hallock Hallock Entry
Santa Paula St.Santa Paula St.
Haun Creek DriveHaun Creek Drive
Santa P au al
C reek E dge
D rive
Santa Pau
al Creek Edge Drive
Park Loop Rd.Park Loop Rd.
Telegraph Road
Hwy 126
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2. Neighborhood Palette C
a. Dominant Trees - 24” box minimum size
Arbutus ‘Marina’ Hybrid Strawberry Tree
Cinnaomoum camphora Camphor Tree
Koelreuteria paniculata Goldenrain Tree
Pinus canariensis Canary Island Pine
Pistacia chinensis Chinese Pistache
Platanus a. ‘Bloodgood’ London Plane Tree
Quercus wislizenii Interior Live Oak
Rhus lancea African Sumac
b. Background Trees - 24” box minimum
Liquidamber s. ‘Festival’ American Sweet Gum
Liriodendron tulipifera Tulip Tree
Magnolia grandiflora ‘St. Mary’ Southern Magnolia
Pyrus calleryana Flowering Pear
c. Accent Trees - 15 gallon minimum
Cercis occidentalis Western Redbud
Lagerstroemia indica Crape Myrtle
Olea europaea ‘Swan Hill’ Fruitless Olive
Prunus c. ‘Krauter Vesuvius’ Purple Leaf Plum
Pyrus calleryana Flowering Pear
4. Parks
a. Trees - 85% 24” box, 15% 15 gallon
Arbutus ‘Marina’ Strawberry Tree
Cedrus deodara Deodar Cedar
Cercis occidentalis Western Redbud
Cinnamomum camphora Camphor Tree
Koelreuteria paniculata Goldenrain Tree
Lagerstroemia indica Crape Myrtle
Liquidamber s. ‘Festival’ American Sweet Gum
Liriodendron tulipifera Tulip Tree
Magnolia grandiflora Southern Magnolia
Pinus canariensis Canary Island Pine
Pinus eldarica Afghan Pine
Pinus pinea Italian Stone Pine
Pistacia chinensis Chinese Pistache
Platanus a. ‘Bloodgood’ London Plane Tree
Platanus racemosa Western Sycamore
Pyrus calleryana Evergreen Pear
Quercus wislizenii Interior Live Oak
Rhus lancea African Sumac
Ulmus parvifolia ‘Drake’ Evergreen Elm
Active recreation at park
Commercial Plaza
Tot lot at park
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5. DevelopmentStandards
5. Open Space and Transition Lands
a. Trees - 15 gallon minimum size
Aesculus californica California Buckeye
Heteromeles arbutifolia Toyon
Platanus racemosa Western Sycamor
Quercus berberidifolia Interior Scrub Oak
Quercus lobata Valley Oak
Quercus wislizenii Interior Live Oak
b. Large Shrubs (5’ + Tall) - minimum 1 gallon
Abelia “Edward Goucher” Glossy Abelia
Baccharis sp. Coyote Bush
Calyccanthus occidentalis Spice Bush
Camellia japonica Japanese Camellia
Ceanothus species California Lilac
Cotoneaster lacteus Cotoneaster
Dodonaea viscosa Hopseed Bush
Escallonia fradesii Escallonia
Fiejoa sellowiana Pineapple Guava
Ilex cornuta Chinese Holly
Juniperus chinensis Juniper
Ligustrum texanum Texas Privet
Photinia fraserii Red-tip Photinia
Pittosporum tobira Mock Orange
Podocarpus macrophyllus Yew Pine
Prunus laurocerasus English Laurel
Rhamnus californica Coffeeberry
Rhamnis ilicifolia Hollyleaf Redberry
Viburnum “Spring Bouquet” Viburnum
Xylosma congestum Shiny Xylosma
c. Medium Shrubs (3’ – 5’ Tall) - minimum 1 gallon
Azalea species Southern Azalea
Berberis thunbergii Japanese Barberry
Buxus japonica Boxwood
Callistemon ‘Little John’ Dwarf Bottlebrush
Camellia sasanqua Sasanqua Camellia
Ceanothus sp. California Lilac
Cistus sp. Rock Rose
Dietes bicolor Butterfly Iris
Grevellia noelii Grevillea
Nandina domestica Heavenly bamboo
Pennisetum rubrum Red Fountain Grass
Raphiolepis indica sp. India Hawthorn
Rose sp. Rose Plaza
Parking with permeable paving
Neighborhood green
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d. Small Shrubs (1’ – 3’ Tall) - minimum 1 gallon)
Agapanthus africanus Lily of the Nile
Artemesia sp. Artemesia
Baccharis “Pigeon Point” Dwarf Coyote Bush
Ceanothus sp. Dwarf Ceanothus
Cotoneaster dammeri Bearberry Cotoneaster
Hemerocallis hybrid Evergreen Daylily
Heuchera sanguinea Coral Bells
Juniperus horizontalis Juniper
Lantana montevidensis Lantana
Lavendula spp. Lavender
Liriope gigantea Liriope
Mahonia aquifolium “Compacta” Dwarf Oregon Grape
Nandina “Harbor Dwarf” Dwarf Heavenly Bamboo
Pittosporum t. “Wheeler’s Dwarf”Dwarf Mock Orange
Raphiolepis ‘Clara’ India Hawthorn
Rosemarinus prostrata Dwarf Rosemary
Salvia gregii Salvia
Santolina rosmarinifolia Santolina
Zauschneria canum California Fuchsia
e. Groundcovers and Perennials - minimum 1 gallon or flatted rooted cuttings:
Arctostaphylos sp. Dwarf Mazanita
Baccharis “Twin Peaks” Dwarf Mazanita
Coprosma “Verde Vista” Coprosma
Gazania sp. Gazania
Hypericum calycinum St. Johns Wort
Iris douglasiana California Iris
Juniperus confeta Shore Juniper
Myoporum pacificum Myoporum
Trachelospermum jasminoides Star Jasmine
f. Vines (minimum 1 gallon):
Campsis radicans Blood-Red Trumpet Vine
Clytostoma sp. Violet Trumpet Vine
Ficus pumila Creeping Fig
Lonicera japonica Japanese Honeysuckle
Parthenocissus quinquefolia Virginia Creeper
Parthenocissus tricuspidata Boston Ivy
Rosa sp. Climbing Rose
Wisteria sinensis Wisteria
g. Turf (seeded or sodded)
Water conserving tall-type fescue
Parks: GN 1 hybrid bermuda
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6. Open Space Slopes
a. Shrubs -1 gallon minimum size
Arcotostaphylos spp. Mazanita
Baccharis spp. Coyote Bush
Calyccanthus occidentalis Spice Bush
Ceanothus cuneatus Buckthorn
Cercis occidentalis Western Redbud
Fremontodendron californicum Flannel Bush
Heteromeles arbutifolia Toyon
Lupinus albifrons Bush Lupine
Mahonia spp. Oregon Grape
Quercus berberidifolia Interior Scrub Oak
Rhamnis californica Coffeeberry
Rhamnus ilicifolia Hollyleaf Redberry
7. Creek Edge Conditions
a. Trees -15 gallon minimum size
Aesculus californica California Buckeye
Junglans californica Black Walnut
Populus fremontii Fremont Cottonwood
Quercus wislizenii Interior Live Oak
b. Shrubs - 1 gallon minimum size
Arcotostaphylos man. ‘Dr. Hurd’ Dr. Hurd’s Manzanita
Arcotostaphylos ‘Green Supreme’ Green Supreme Bearberry Baccharis pilularis ‘Pigeon Point’ Dwarf Coyote Bush
Berberis aquifolium Mahonia
Berberis a. var. repens Creeping Mahonia
Ceanothus species Ceanothus
Cercis occidentalis Western Redbud
Epilobium canum California Fuschia
Fremontodendron californicum Flannel Bush
Heteromeles arbutifolia Toyon
Lonicera hispidula var. vacillans Pink Wild Honneysuckle Muhlenbergia rigens Deergrass
Ribes aureum Golden Current
Ribes sanguinium Red-Flowering Current
Rosa californica California Wild Rose
Rubus ursinus California Blackberry
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8. Community Olive Groves. Privately Maintained by the Landscape Maintenance District
a. Grove:
Olea europaea ‘Swan Hill’ – Olives planted at 20’ on-center b. Background Trees:
Pinus eldarica Afghan Pine
Pinus halepensis Aleppo Pine
Populus italica Lombardy Poplar
Pyrus calleryana Flowering Pear
c. Complimentary Shrubs:
Lavendula spp. Lavender
Ornimental Non-Invasive Grasses Grasses
Prunus caroliniana Carolina Laurel Cherry
Rosemarinus prostrate Dwarf Rosemary
9. Community Grape Vineyard. Privately maintained and installed and managed by a specialty Contractor.
10. Prohibited Plants. The following plants are prohibited since they are inconsistent with the planting scheme.
Aegilops triuncialus
Ailanthus altissima
Atriplex semibaccata
Brassaia nigra
Broussonetia papyrifera
Carprobrodus edulis
Centayrea species
Cortaderia selloana
Cynara cardunclus
Cynara skolymus
Cynondon dactylon
Cytisus
Delairea odorata
Foeniculum vulgare
hedera helix
Leontodon taraxacoides
Lolium species
Melilotus spp.
Mesembryanthemum nodiflorum
Oxalis pes-caprae
Picris echiodeso
Rhynchelytrum repens
Ricinus communis
Salsola salina
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5. DevelopmentStandards
Silybum marianum
Spartium junceum
Tribulus terrestris
Tamarix spp.
Xanthium strumarium
D. Front Yard Landscapes. Planting in yard areas fronting on streets shall be appropriate to the scale, orientation, and purpose of the yard. Front yards must contribute
to distinctive streetscapes throughout the residential
portions of the community. Landscaping, hardscaping,
and low walls or fences that are built adjacent to the
streets will define the character of the various neighbor hoods within the community. Appropriate materials and
designs for specific frontage yard types are listed below. • Landscapes of drought tolerant and California native
plant materials are encouraged.
• Lawn / Turf should be kept to a minimum and generally reserved for areas intended for active play.
• Shrubs and ground covers must be planted at the
foundation of the building facade.
• 50% of the yard may be hardscape that may be
designated access to the garage and for guest parking,
front walks and courtyards. Hardscape may include
brick, stone, in terlocking concrete pavers, textured
concrete and/or impressed patterened concrete. The
balance of the yard must be landscaped. Hardscape
may be used for driving and parking of automobiles.
1. Single Family Front Yards: Drought tolerant
groundcover and massed native shrubs and perennials
are recommended between the building and the
sidewalk. Rock and hardscape accents and limited turf
areas may also be included. At facades, low shrubs
and/or ground cover must be planted against the
facade. At garden walls, low shrubs and wall vines, or
taller shrubs or hardy perennials, should be planted
against the wall.
2. Single Family Attached Front Yards: Turf, groundcover, and low shrubs may be planted in the area between the buildings and the sidewalk, but should not exceed fifteen feet in width. Shrubs must be massed
or configured as maintained hedges. Three shapes,
sizes and types must be planted as buffers and as definers of the edge of the private space, but at all times should be in proportion to the height and mass of the
building facade.
E. Fuel Modification Measures. Fire-safe landscapes should reduce the chance of ignition. If ignited, they should
minimize the amount of heat generated and the ability
to transmit fire to structures. A fire safe landscape that incorporates horizontal and vertical separation between plants minimizes the transmission of fire from plant to your home.
Refer to the Ventura County Fire District Fire Hazard Reduction Program for a Plant Reference Guide and Prohibited Plant List.
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5.8 HistoricFeatures
To reinforce the EA1SP’s connection with local tradition and history the following historic features are identified to be retained (see Figure 5-5 for locations):
5.8 HistoricFeatures
1. The Well House, Park Avenue
2. The Packing House, 18245 East Telegraph Road
3. The Palm Trees, along both sides of Padre Lane
Structures To Be Preserved In Situ:
1. The Well House. Retain and rehabilitate
the well house in situ within a proposed
open space. Rehabilitate the well house
for public use. The rehabilitation of the
building must conform to the Secretary of
the Interior’s Standards for Rehabilitation.
2. The Packing House. Retain and rehabilitate
the packing house in situ. The rehabilitation
of the building must conform to the
Secretary of the Interior’s Standards for
Rehabilitation.
Landscape Features To Be Preserved In Situ:
3. The Padre Lane Palm Trees. To the greatest
extent possible retain the palm trees in situ
to preserve a distinctive component of the
ranch which is visible from East Telegraph
Road. The palm trees must be incorporated
into continuous planting strips. If the
trees require removal for health and safety
reasons, their condition must be evaluated
by a certified arborist before their removal.
Selective tree removal to accommodate
cross streets is permitted.
Structures To Be Removed:
4. The Barn.
5. The Superintendent’s House.
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5. DevelopmentStandards
Figure 5-5: Historic Features
5.8 HistoricFeatures
Santa Paula Creek
Haun Creek
Santa Paula St.
Foothill Collector Foothill Collector
Palm Lane
Park Blocks
Hallock Hallock Entry
Santa Paula St.Santa Paula St.
Haun Creek DriveHaun Creek Drive
Santa P au al
C reek E dge
D rive
Santa Pau
al Creek Edge Drive
Park Loop Rd.Park Loop Rd.
Telegraph Road
V.C.T.C.
Hwy 126
1 2
3 4
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6. Design Guidelines
6.1 Design Guidelines
6.1 Design Guidelines Overview
6.1.1 Design Objectivesand Intent
The purpose of this section is to provide design guidelines for review and approval by the Director of individual projects for all buildings, structures and attendant site improvements proposed for construction within the Specific Plan Area.
As described in Chapter 2, development within East Area 1 neighborhoods will be characterized by a diverse range of well-designed housing types and well landscaped walkable neighborhood streets. These Design Guidelines identify the most important design considerations in achieving that goal.
The key to well-designed housing on walkable neighborhood streets is the design of the building frontages, front yards and streetscapes. Accordingly, these are the primary focus of these design guidelines. The main design elements that will compose the streetscape of East Area 1 include:
• Wellcomposedbuildingfacadeswith windows overlooking
the street and a pedestrian-scale main entry welcoming
visitors, whether single family homes and small multi-family buildings in the neighborhoods, or larger multi-family
buildings, neighborhood shops, and institutional buildings in the Hallock Center and Civic District.
• Beautifully landscaped front yards of each individual building and lot, as well as collectively of all the buildings along each street, whether the front yards and driveways of homes in the neighborhoods, or front yards and shopfronts in Hallock Center and the Civic District.
• The landscape of streets themselves – whether wider
streets with trees in planters or parkway streets in the Hallock Center, the Civic District and along neighborhood avenues, or narrower streets and lanes of more varied
designs throughout the neighborhood.
It is envisioned that working within the parameters established by these guidelines, a wide and interesting variety of
architecture, landscape, and street configurations will be developed, unified by a few simple design principles:
• Streetscapes should be richly landscaped, integrating street and front yard plantings with architecture and site design, providing shade for pedestrians and distinctive and valuable addresses for each property.
• Every building frontage should have clear, attractive front entries that welcome the visitor from the street.
• Building facades and frontages should emphasizethehuman scale, managing and balancing larger elements – such as garage doors and driveways – with human-scale design
elements such as front walks, forecourts, porches, balconies, trellises and other building and site design elements.
6.1.2 Organization of Design Guidelines.
To provide an organized set of recommendations for applying these principles to the design of each building and lot – while allowing and encouraging creative design of each type of housing that may be proposed for East Area 1 – these Guidelines are organized as described below.
These are recommendations (guidelines) not standards, and they by no means represent all design possibilities for making high quality neighborhood frontages, but they do identify the key considerations that should be taken into account when designing new streets and housing for the neighborhoods and districts of East Area 1.
• Neighborhood Design Guidelines (Section 6.2)
This section provides general guidelines regarding site organization, building massing, and frontage design for pedestrian-oriented neighborhoods.
• Hallock Center and Civic District Guidelines (Section
6.3)
This section provides general guidelines regarding site organization, building massing, and frontage design for the Hallock Center and the Civic District.
• Architectural Design Guidelines (Section 6.4)
This section provides general architectural guidelines, with recommendations for building materials, configurations
and detailing of walls, doors and windows, roofs, and
architectural elements.
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6.2 Neighborhood Design Guidelines
6.2 Neighborhood Design Guidelines
6.2.1 Site Design and Massing Guidelines
A. Introduction. The lot organization and massing design of the homes within the neighborhoods will create
streetscapes of varying pattern and character, but which are consistently attractive, comfortable neighborhood
spaces for walking, playing, bicycling and visiting with neighbors. This section provides design guidelines to help ensure that the architecture of the homes, landscaping
of the front yards, and the design and landscaping of
the streets themselves are balanced, coordinated and
integrated to achieve this objective.
B. Design Guidelines for Frontage Composition. Garages and drives – given their large size relative to front doors and pedestrian walks – have the potential to dominate the streetscape and disrupt pedestrian movements along the
street or from the street to the front doors of homes. On wider lots it is relatively simple to avoid such disruptions, and as lots get narrower greater design finesse is required to retain a balance in favor of human scale architecture and frontages.
The following basic design principles inform these
guidelines, which have been prepared to help ensure such a balance:
1. Visitor access and entry – front doors and the walks and frontage spaces leading to them from the street – should be given as much, or more, emphasis than vehicular
access and entry.
2. Driveway pavement should be as narrow as practical and carefully integrated into the front yard design.
3. Portions of front yards not occupied by driveways, should be carefully landscaped in ways that welcome visitors – and or create useful outdoor play or activity areas for the residents – and help to de-emphasize views of driveway
pavement for passing pedestrians.
4. The massing and composition of homes should deemphasize garage doors and balance them with humanscale architectural elements, such as porches, balconies, entry courts and dooryards.
5. When garage doors are located close to the street – and/ or comprise a significant percentage of the facade width – their design, materials and detailing should make them an integral and contributing element to the architecture of the home.
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6. Design Guidelines
6.2 Neighborhood Design Guidelines
Garage back: Covered front entry porch prioritizes human/visitor entry. (See Section 6.2.2.1)
Garage rear: Front entry porch and porte cochere. (See Section
6.2.2.4)
C. Balancing Pedestrian and Vehicular Access. The
guidelines of this section are organized by a number of basic lot configuration scenarios, of which there are no doubt many variations, combinations and hybrids. The
aforementioned design principles apply to the following scenarios.
• Garage Back (see Section 6.2.2.1). This configuration naturally emphasizes the front door and entry by pulling it close to the street and naturally de-emphasizes the
larger garage door by pushing it back.
• Garage Forward – Front Access (see Section 6.2.2.2).
This configuration requires careful attention to the
front door entry spaces to ensure that they are not
overshadowed by the larger, closer garage. A number
of techniques for emphasizing the visitor entry and
balancing the garage with other architectural elements
are illustrated and recommended.
• Garage Forward – Side Access (see Section 6.2.2.3).
This configuration turns the garage to the side, in most cases generating an entry drive through which visitors
approach the front door. Design and detailing of that
drive as an “entry court” is recommended, as is the
provision of balconies or arcades to add human scaled
elements to this court.
• Garage Rear - Front or Side Access (see Section
6.2.2.4). This configuration places the garage at the
rear of the lot, which not only allows the front yard to be almost entirely devoted to visitor entry and resident use, it also enables the provision of a second dwelling unit over the garage.
• Garage Rear - Alley Access (see Section 6.2.2.5).
Similar to the previous configuration, this configuration places the garage at the rear of the lot, but with access from the alley, enabling the front yard to be entirely
devoted to visitor entry and resident use. It also enables the provision of a second dwelling unit over the garage. • Hillside Lots (see Section 6.2.2.6). Sloping lots,
some on sloping streets, offer unique opportunities for massing houses and providing access for pedestrians
and cars along these frontages.
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Garage is scaled back, both in mass and location, related to the nicelymassed front facade of the home, which includes a covered stoop entry.
Front porch and garage door designed with panels and small windows.
c
c
Front porch and 2-car garage, with garage doors colored to match architectural composition of the home.
6.2.1.1 Garage Back
A. Description. This configuration applies primarily to single family homes – and potentially also to duplexes
– with front door located closer to the street than the garage. In this situation, balancing the appearance of
vehicular entry and pedestrian entry is simpler, but close attention should still be paid to emphasizing visitor entry.
This scenario more naturally emphasizes the main entry of the home by bringing it forward, so fewer offsetting design elements may be needed to complete the composition.
B. Design Guidelines.
1. Emphasize the front entry to the home with architectural elements such as porches, stoops or balconies. Consider Define the entry yard should be well defined and
landscaped to extend a welcoming gesture to the street.
2. Large-scale elements over garage doors – including
balconies, projecting rooms and double or triple windows – help balance that facade composition.
3. Simple restrained massing is recommended rather than the alternative technique of adding many small gables
and projections.
4. Where practical, a pair of one-car garage doors rather than a single double door can improve the scale of the
facade. Double garage doors can also be simply designed to mimic the scale of a pair of single doors.
6.2 Neighborhood Design Guidelines
Front porch and single (or tandem) car garage.
a
a
c
a
a
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6. Design Guidelines
KEY
Garage recessed back from house entry.
Entry Porch / Stoop (covered), 6 ‘- 8’ depth
Dooryard or Entry Court with low fence or wall
Projecting architectural element
Single doors separated by column
b
d
Dooryard and overhang elements on 50’ lot. Projecting garage with Mediterranean architecture on 50’ lot. c c
c
d
d
Porch and entry on 50’ lot. Dooryard, entry stoop, and projecting balcony on 50’ lot. a
c
b
a
b
c
d
6.2 Neighborhood Design Guidelines
a
b
c
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6.2.1.2 GarageForward -Front Access
A. Description. This configuration applies primarily to single-family homes – and might also apply to duplexes
– where the garage is closer to the street than the front entry of the residence(s) and faces the street. In general, the Garage Back configuration is preferable to this one.
B. Design Guidelines.
1. Provide architectural and site design elements that bring the pedestrian entry visibly forward to balance the scale and appearance of the garage and drive. These generally include front or side porches, and/or front or side entry courts.
2. Locate street-facing garages in two-story buildings, with windows and strong architectural elements above,
around or beside the garage doors to help balance their scale. Any potential scale benefits of “scaling down” the garage to a single story element are lost when that small facade is dominated by a garage door.
3. Consider using one or two single-bay garage doors
rather than a single two-car door. Street-facing three-car garages are discouraged.
4. Garages may be set back approximately 10 feet with no parkable driveway to allow the front entry of the home
to be closer to the street. In such cases, visitors may park on the street in front of the garage, replacing one of the temporary parking spaces that would otherwise have
been provided on the driveway.
Balcony over single garage door, porch entry (on 25’ wide lot) Recessed balcony above garage, and elegant garage door c
c
e e
6.2 Neighborhood Design Guidelines
Enclosed entry court and landscaping balances human / visitor entry with vehicular entry. Enhanced paving material of parking apron contributes with the facade composition.
b
a a
Balcony over garage with side access entry court to left. Single garage doors contribute to the architectural composition of the home. c
d
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6. Design Guidelines
KEY
Garage recessed back from house entry.
Entry Porch (covered), 6 ‘- 8’ depth
Dooryard or Entry Court with low fence or wall
Projecting architectural element
Single doors separated by column
Enhanced Garage Door Material
Double garage, balcony, side entry court on 30-35’ lot
Double garage, with projecting gable and dooryard on 40-45’ lot Double garage, balcony, side entry court on 30-35’ lot Single garage, with covered porch and entry walk (on 25’ lot) a
b
c
c
c
c c
c
d
e
e
6.2 Neighborhood Design Guidelines
b
b
b
a
d
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Garage forward - second floor porch over single garage doors Two car garage rotated 90 degrees to street; large porch entry Two car garage rotated 90 degrees to street; third garage faces street b
6.2.1.3 GarageForward -Side Access
A. Description. This configuration applies exclusively to single-family homes, generally on lots wider than 55 feet, and includes a garage with doors facing the side yard
rather than the street. This helps to minimize the visual dominance of garage doors in the facade composition of
the house, and can generate a pleasant forecourt for the house.
B. Design Guidelines.
1. Conceive of the driveway/backout area as a forecourt for the home – which it almost invariably is, since pedestrian approach the front door is through that space – and its design should include some form of enhanced pavement
and low enclosing landscaping or a wall near the street.
2. Set back the garage at least 10 feet, and design the entry drive from the street to the court to be as narrow as
practical.
3. For two-story garage masses, one significant architectural element – such as a trellis, balcony or projected rooms – is recommended over the garage door(s) to help balance
the garage door and reinforce the appearance of the
garage court as a forecourt for the home.
4. A garage for a third car may be provided at the rear of the garage court – facing the street and adjacent to the front entry to the home. That façade should be carefully designed to balance the scale of the garage door and
the main entry. Because the front door is surrounded by garages in this configuration, it is especially important that the design of the garage doors themselves be
integrated with and contribute to the architecture of the house.
5. Provide street facing windows or other architectural elements in the street-facing facade of the garage, so that a blank wall does not face the street.
6. Side access garages – except perhaps on corner lots, where garages toward the rear of the lot may be accessed from the side street – are not recommended on lots less than 55 feet wide.
6.2 Neighborhood Design Guidelines
d
d
a
e
e
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6. Design Guidelines
b
b
d
Side Access: Dooryard parking court and projecting elements Side Access: Dooryard parking court and projecting elements c
c
6.2 Neighborhood Design Guidelines
KEY
Garage recessed back from house entry.
Entry Porch (covered), 6 ‘- 8’ depth
Dooryard or Entry Court with low fence or wall
Projecting architectural element
Single doors separated by column
Enhanced Garage Door Material
a
b
c
d
e
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Porte cochere at side of house frames drive to garage
Split drive track reduces drive dominance
6.2.1.4 Garage Rear -Front orSide Access
A. Description. This configuration is applicable to single family houses on wider lots – generally over 55 feet – and may also apply to multi-family housing of many types
where parking is located behind the building. This scenario enables a wide range of front yard design options. A drive from the street along one side of the lot provides access to a garage toward the rear of the house or lot. In the case of multi-family types the side drive may provide access to rear parking lots, carports or garages. This configuration can yield very attractive streetscapes, and when applied to single-family homes can provide very pleasant side
yard areas for play or other outdoor activities. This
scenario very naturally emphasizes the façade and main
entry. The following guidelines apply to the site planning, architecture and front yard design of this scenario.
B. Design Guidelines.
1. Set the garage back 40 feet or more from the frontage line, with a narrow driveway leading from the street to the garage. Narrow bands of landscaping are recommended
on either side of the driveway, and may be provided down the middle as well between the wheels of the vehicles.
2. Design driveways to be no wider than 10 or 12 feet.
3. For garages that house 2 or more cars, the driveway
pavement may widen directly in front of the garage to
provide back out and maneuvering area.
4. Garage doors may face toward the street, although sideaccess garages may also be provided on very wide lots, sharing back out and maneuvering room with the frontfacing garage.
5. A porte-cochere over the driveway near the front of the house may be provided as an attractive way to emphasize the architecture of the façade, and to enclose the side drive space as a semi-private outdoor space for the home.
This area may also be fenced and gated, providing a very safe area for small children to play.
Alley Loaded Garage with Rear Yard Unit above
6.2 Neighborhood Design Guidelines
b
d
a
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6. Design Guidelines
Porte cochere a classic covered porch entry
a
Garage Rear with porte cochere pergola and front porch
c
Garage Rear with porte cochere and dooryard
c
c
a
a
6.2 Neighborhood Design Guidelines
KEY
Garage recessed back from house entry.
Entry Element
Split-paving drive with landscape strip
Porte Cochere
Enhanced Garage Door Material
a
b
c
d
b
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6.2 Neighborhood Design Guidelines
A. Description. This configuration is applicable to single family houses on wider lots – generally over 55 feet – and may also apply to multi-family housing of many types
where parking is located behind the building. This scenario enables a wide range of front yard design options. A drive from the street along one side of the lot provides access to a garage toward the rear of the house or lot. In the case of multi-family types the side drive may provide access to rear parking lots, carports or garages. This configuration can yield very attractive streetscapes, and when applied to single-family homes can provide very pleasant side
yard areas for play or other outdoor activities. This
scenario very naturally emphasizes the façade and main
entry. The following guidelines apply to the site planning, architecture and front yard design of this scenario.
B. Design Guidelines.
1. Alley-accessed parking may be provided in a garage,
carport, uncovered, or any combination of the above.
2. Open parking and carport parking should be screened
from the view of the street, especially on the side-street side of corner lots.
3. Parking should be set back five feet from the alley rightof-way in order to provide sufficient back-up space from parking on the opposite side of the alley.
4. Rear yard fences along the alley should also be setback at least five feet from the alley to provide sufficient back-up space from parking on the opposite side of the
alley and to provide some space for landscaping.
5. Habitable space – including second residential units – may be located above or adjacent to the garage and:
• Alley-facing view windows are strongly
recommended to provide eyes on the alley space and
enhance security.
• Alley-facing balconies or bay windows may also be
provided for this purpose.
6.2.1.5. Garage Rear - Alley Access
Alley-Accessed Garage: Two-car garage with apron and alley landscaping.
Alley-Accessed Garage: Two-car garage for primary residence and uncovered space for Second Unit.
Alley-Accessed Garage: Two-car garage for primary residence and one-car garage for Second Unit.
a
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6. Design Guidelines
6.2.1.6. HillsideLots
A. Description. In addition to the guidelines in the previous sections, which also apply to lots on sloping terrain, the following guidelines suggest specific strategies for houses on hillside lots.
B. Design Guidelines.
1. Front yards should connect from the street to the front entry, whether that entry is above or below the street.
2. Garages may be accessed at street grade, or by way of driveways that slope either up or down.
3. Lots that slope from side to side offer the opportunity to access the garage from the low side of the lot, in many cases allowing the garage to be below the ground living floor of the home and the front door of the home accessed directly from the street on the high side of the lot.
4. When the garage is located below the main living floor, a tandem garage and service spaces may occupy that
lower level.
Garage at street level on lot that slopes up to rear. Front yard is elevated with stairs leading to front door.
Front-access garage entered at low side of lot, with living room facing front yard.
Home takes advantage of the lots sloping terrain to tuck forwardfacing garage into the basement level, screened by a projecting balcony above.
Garage court entry on downhill corner lot.
6.2 Neighborhood Design Guidelines
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Alley-loaded single family houses with raised front yards and covered entries.
Alley-loaded single family houses with porch frontages and side yards.
An alley-loaded triplex, with units accessed from both the side street and fronting street.
Alley loaded quadplex with common front porch to 4 unit entries.
6.2 Neighborhood Design Guidelines
6.2.2.1 Houses, Duplexes,Triplexes, Quadplexes
A. Description. The following guidelines apply to the site planning, architecture and front yard design for lots that provide access to on-site parking from the rear alley. Such access enables high quality frontages and high “curb
appeal” while delivering development intensities that
provide as little as 10 feet of frontage per residence.
B. Design Guidelines.
1. Design small multi-family building types to be
compatible in scale and character with houses.
2. Provide direct access from the street – or from a shared entry court, entry garden or “rosewalk” – to the front entry of each unit in order to provide each unit with a clear address. Multiple upper floor units may share an internal or external stair.
3. These building types are generally limited to 2 stories, but may be up to 2 1/2 stories, with third floor space located within the second story roof mass, expressed by two-story eaves and dormers.
6.2.2 Neighborhood Housing Types
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6. Design Guidelines
House-form townhouses with porch frontages.
House-form townhouses with dooryards and balconies.
House-form townhouses fronting a shared entry garden or “rosewalk”, with small porches defining the entry to each residence.
6.2.2.2 Townhouses
A. Description. These product types are attached dwellings that each have their own frontage.
B. Design Guidelines.
1. To provide each unit with a clear address, direct access from the street – or from a shared entry court, entry
garden or “rosewalk” – to the front entry of each unit is recommended.
2. Depending on the context, town houses may be massed
as “house-form” buildings for compatibility with nearby houses – recommended for the Central Neighborhood
Area – or as “block-form” buildings for compatibility with nearby apartment buildings or mixed-use buildings –
recommended for the Hallock Center Area.
3. Such attached dwellings – if provided with a flexible ground floor space with larger windows fronting
the street – may be suitable for live-work (or “flex”)
occupancy, with the ground floor either occupied by a
small business or used as an integral part of the residence.
In such cases, more hardscape can be provided within
the front setback to emphasize the business use, if so
desired. This type is recommended for the Hallock
Center Area only.
6.2 Neighborhood Design Guidelines
House-form townhouses with overhanging second story balconies and step-up entries.
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6.2 Neighborhood Design Guidelines
6.2.2.3 Apartment Buildingsand Courtyard Buildings
A. Description. Apartment buildings and Courtyard
Buildings in the Neighborhood contain more than four
dwellings and are massed and designed as house-scale
buildings. Courtyard Buildings are a group of attached or detached dwelling units arranged to share one or more
common courtyards, with pedestrian visitor access taken from the courtyard, Primary Street, and/or Side Street. The courtyard is intended to be a semi-public outdoor area
that is visible from and accessed from the Primary Street.
B. Design Guidelines.
1. Each building should have a clear front entry from the street, which may lead to the dwellings inside by way
of a courtyard, garden, or lobby and corridors.
2. Visitor parking – ideally on the street – should be
conveniently located near the entry.
3. Resident parking should generally be located behind
the buildings. Parking may also be located beside/
between buildings, and if so should be screened with
a low wall or hedge roughly aligned with the building
face at the back of sidewalk.
4. Ground floor units may or may not have their own
independent entries from an adjoining street,
courtyard, shared garden or “rosewalk.”
5. Apartment and courtyard buildings may be up to
two stories tall and up to 100 feet wide. Portions
of the building that face the Primary Street should
be no wider than 60 feet and should be separated
from adjacent, Primary Street facing buildings by an
opening to the sky that is at least 15 fifteen wide and provides access from the street to the courtyard. In
general the facades of wider buildings should be
organized into increments of 25 to 30 feet in width, to maintain a residential scale.
6. Recommended frontage types include porch, stoop,
forecourt and courtyard.
Hillside house-scale apartment buildings, with common entry.
House-scale, detached buildings arranged around a shared courtyard.
A house-scale apartment building with corner, double-story porch and entrance stoop.
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6. Design Guidelines
6.2.3. Neighborhood Frontage
6.2.3.1 FrontYards
A. Description. Front yards define the appearance of a
neighborhood, define the image and “curb appeal” of
each house or small multi-family building, provide the
pathway through which visitors enter the home, and
in many cases provide a useful outdoor living space in
which the residents can play or visit with neighbors.
Buildings with well landscaped front yards – and the
well landscaped streets that they front – increase in
value over time, as the landscape matures, often helping to offset the natural aging and weathering of the house itself.
B. Design Guidelines.
1. Yards with edges defined by low plantings, walls
or fences are recommended to create a strong
foreground for the house.
2. A walk directly from the street to the front door –
passing through the defined front yard space – is
generally recommended. When this is not practical –
due to the lot layout, a narrow lot width, or sloping
terrain – a walk connecting the front door to the
driveway is recommended.
3. Landscapes of drought tolerant and California native plant materials are encouraged as an alternative to
turf and shrubs.
4. Natural modular paving materials – such as brick
and stone – and synthetic materials that faithfully
simulate such natural materials are encouraged as an
alternative to plain concrete for walks and driveways.
A front yard planted with drought tolerant landscape.
Enhanced front entry and driveway pavement.
Lush front yard landscaping with dooryards on downhill sloping lots
6.2 Neighborhood Design Guidelines
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6.2.3.2 Garagesand Drives
A. Description. Like every other design element of an
East Area 1 home – large garage doors and paved
areas should be well integrated into the architectural
composition through their scale, composition, material
and detailing. When such large elements are necessarily in the foreground of the streetscape composition of the house, the quality of the materials, design and detailing becomes critical to the success of the overall design of the house.
B. Design Guidelines.
1. Whenever possible make garage doors an integral
element of the facade composition by aligning or
otherwise composing second floor openings and
projecting elements in relation to the garage door.
2. Provide garage doors with windows that relate to
the other windows on the facade provides a simple
unifying design element.
3. Employ garage doors with panels that provide vertical as well as horizontal emphasis to relieve their essential horizontality and to relate to the vertical proportions of other openings.
4. Use garage doors constructed of natural materials –
or synthetic materials that faithfully simulate natural materials – particularly for forward projecting garage
configurations.
5. Design driveways to be an integral element of front
yard design. The pavement should be no larger than
necessary, and its materials, colors, textures and
configuration should be integrated with the overall
yard and house design.
Garage door materials and design integrated with building entry architecture and landscape.
Double-garage door designed to appear as four small bays.
6.2 Neighborhood Design Guidelines
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6. Design Guidelines
6.2.3.3 FrontageTypes
This section describes a range of frontage prototypes that are applicable to the neighborhood. Other types are also allowed, and inventive combinations of the types shown are encouraged.
The intention of these frontage types is to provide a varied and attractive streetscape, oriented and scaled particularly to the pedestrian, and to provide an appropriate degree of privacy for the front rooms of each building in relation to passers-by.
A. Porch. A roofed, unenclosed room attached to the
exterior of a building that provides a physical transition between the sidewaalk and the building. Porches
may be provided on buildings that are set back from
the Primary and/or Side Street property lines and may
encroach into the front yard and side street yard.
B. Stoop. A stair and landing leading directly from the sidewalk or front yard to a building entrance. The
ground floor of the building is raised to provide privacy for the rooms facing the public street. This frontage type is ideal for ground floor housing that is near the street.
C. Dooryard. An elevated or at-grade garden or terrace in the front yard setback that is enclosed by a low wall located at or near the property line. For raised Door Yards, access from the sidewalk to the Door Yard is via a stair or ramp.
The Door Yard can accommodate a variety of activities,
ranging from dining patios for commercial uses to patios for residential uses. In addition, the interior building spaces are separated from the adjacent sidewalk by the depth of the Door Yard and in the case of raised Door Yards, by the terrace height.
Example of a porch frontage type.
Example of a dooryard frontage type.
Example of a stoop frontage type.
6.2 Neighborhood Design Guidelines
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6.3 HallockCenterand Civic District Design Guidelines
6.3 HallockCenterand Civic District Design Guidelines
6.3.1 Site Design and Massing Guidelines
A. Introduction. Residential buildings, such as apartment buildings, have small front yards, provide street-facing windows, and are accessed via porches, stoops, and
lobbies.
Tree-lined streets are designed for vehicles and pedestrians, providing a comfortable walking environment for
pedestrians while slowing vehicular traffic down.
This section provides design guidelines to help ensure
that the architecture of the buildings and their frontages and the design and landscaping of the streets themselves are balanced, coordinated and integrated to achieve this objective.
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6. Design Guidelines
6.3 HallockCenterand Civic District Design Guidelines
Specific guidelines for Apartment and Courtyard Buildings and Commercial Buildings in the Hallock Center Civic Districts are provided below. All other residential building types allowed in these Districts shall follow the applicable neighborhood design guidelines above.
6.3.2.1 Apartment Buildings and Courtyard Buildings
A. Description. Apartment buildings and Courtyard
Buildings in the Hallock Center contain more than four
dwellings and may be massed and designed as either
house-form buildings or block-form buildings. Courtyard Buildings in the Hallock Center consist of attached dwelling units arranged around one or more common courtyards,
with pedestrian visitor access taken from the courtyard, Primary Street, and/or Side Street. The courtyard is
intended to be a semi-public outdoor area that is visible from and accessed from the Primary Street.
B. Design Guidelines.
1. Each building should have a clear front entry from the street, which may lead to the dwellings inside by way
of a courtyard, garden, or lobby and corridors.
2. Visitor parking – ideally on the street – should be
conveniently located near the entry.
3. Resident parking should generally be located behind
the buildings. Parking may also be located beside/
between buildings, and if so should be screened with
a low wall or hedge roughly aligned with the building
face at the back of sidewalk.
4. Ground floor units may or may not have their own
independent entries from an adjoining street,
courtyard, shared garden or “rosewalk.”
5. Apartment and courtyard buildings may be up to
three stories tall and up to 100 feet wide. In general
the facades of wider buildings should be organized
into increments of 30 to 40 feet in width, to maintain a small town or village center scale.
6. Recommended frontage types include porch, stoop,
forecourt and courtyard.
Three-story units face a shared courtyard arranged around a fountain.
A three-story urban apartment building facing a large shared courtyard.
Two-story units face shared courtyard arranged around a fountain and landscaped with potted plants.
6.3.2 Hallock Center and Civic District Building Types
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A new mixed-use building with ground-floor storefronts that employs pilasters to divide its facade into vertical bays.
A new mixed-use building comprised of simple masses and streetfacing windows and entries.
A three-story mixed-use building designed in a traditional Mediterranean architectural style.
6.3 HallockCenterand Civic District Design Guidelines
6.3.2.2 Commercial Buildings
A. Description. These one- to three-story buildings are designed for occupancy by retail, service, and/or office uses. The upper floor may be accessed directly from the street via a stair or through a street-level lobby. Ground floor setbacks between zero and ten feet are recommended for retail uses, with large storefront windows facing a wide sidewalk and on-street parking. Alternatively storefronts may face into forecourts or paseos between buildings.
B. Design Guidelines.
1. Facades should generally be designed based on 20 to
35 shopfront bays, with upper floor windows stacked
or otherwise organized in relation to the shopfronts.
2. Good quality masonry or smooth plaster is
recommended, particularly at the ground floor where
pedestrians pass along the building face.
3. Awnings or other projections are recommended
above shopfronts, to provide shade for pedestrians
and to reduce glare on shopfront windows.
4. Parking should generally be located behind the
buildings. Parking may also be located beside/between
buildings, and if so should be screened with a low wall or hedge roughly aligned with the building face at the
back of sidewalk.
5. The primary visitor entry to upstairs residences or offices should be a prominent element of the street facade.
6. Additional entries for tenants and visitors may also be provided directly from the parking areas.
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6. Design Guidelines
6.3 HallockCenterand Civic District Design Guidelines
6.3.3. HallockCenterand Civic District FrontageTypes
This section describes a range of frontage prototypes that are applicable to the Hallock Center and Civic District. Other types are also allowed, and inventive combinations of the types shown are encouraged. The intention of all frontage types is to provide a varied and attractive streetscape, oriented and scaled particularly to the pedestrian, and to provide an appropriate degree of privacy.
A. Stoop. A stair and landing leading directly from the sidewalk or front yard to a building entrance. The
ground floor of the building is raised to provide privacy for the rooms facing the public street. This frontage type is ideal for ground floor housing that is near the street.
B. Dooryard. An elevated or at-grade garden or terrace in the front yard setback that is enclosed by a low wall located at or near the property line. For raised Door Yards, access from the sidewalk to the Door Yard is via a stair or ramp.
The Door Yard can accommodate patios for residential
uses. In addition, the interior building spaces are separated from the adjacent sidewalk by the depth of the Door Yard and in the case of raised Door Yards, by the terrace height.
C. Forecourt. Forecourts are created by setting back a portion of a building’s facade, typically the central portion.
Forecourts typically provide access to a central lobby of a larger building, but may also be combined with other
frontage types that provide direct access to the portions of the facade that are close to the sidewalk. Larger Forecourts may accommodate vehicular access.
D. Arcade. Arcades are facades with a ground floor
colonnade that supports the upper stories of the building or, for one-story buildings, the roof. Arcades contain
ground-floor shopfronts, making them ideal for retail or restaurant use, as the arcade shelters the pedestrian while shading the storefront glass, preventing glare that might obscure views of merchandise.
Vines may be located at the arcade columns and should
be planted on grade in vine pockets located between the columns and the property line. Planter boxes or pots may be placed in between the columns to provide enclosure
for such uses as cafe seating.
Example of a stoop frontage type.
Example of a dooryard frontage type.
E. Gallery. Galleries are facades with ground floor
colonnades that support a cantilevered shed roof or a
deck that covers the sidewalk. Galleries contain ground floor storefronts, making them ideal for retail use. Railing on top of the gallery is only required if the gallery roof is accessible as a deck.
Landscaping may be located at the gallery columns and
if present, should be planted on grade in vine pockets
located between the columns and street curb. Planter
boxes or pots may be placed in between columns to
provide enclosure for such uses as cafe seating, provided that adequate throughway access is maintained.
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6.4 Architectural Design Guidelines
6.4.1 Purposeand Applicability
A. Purpose and applicability. The guidelines in this
section provide direction for the design of buildings,
appurtenances and site elements within the Specific Plan area. The materials, methods, and forms are standard. All other materials, methods, and forms are prohibited, unless explicitly approved in writing through the Development
Plan Review process (see Section 4.9.3), based on a finding that they conform to the design intent of this Specific Plan or are otherwise required by law.
B. Relationship to Urban Guidelines. The Building Setback and Height Standards in Section 5.4 define the location and massing of buildings and site elements on the lots, focusing on the relationship of the building to the lot, the block and the neighborhood. These Architectural Design
Guidelines define the permitted range of architectural
design possibilities, ensuring a degree of authenticity and cohesion for the overall urban design.
C. Range of materials. Within each style, a range of finish materials - from affordable to fine - are permitted. With any combination of building type and architectural style, the skilled architect will be able to design a wide range of buildings, accommodating a broad range of uses,
household types and construction budgets.
1. A key attribute required of all buildings within the Specific Plan area is that they genuinely draw from
the pre-1940 tradition of building in the County.
Authentic, natural building materials for a building’s
skin and other visible elements are preferred.
These include wood (Note: The use of wood may
be approved by the Ventura County Fire District),
brick, smooth plaster, stone, tile, slate, and naturally weathering metals, as listed in these Guidelines.
Such materials age gracefully, while many synthetic
materials do not. Synthetic materials proposed for
use within the Specific Plan area will be evaluated and approved for use only if:
a. The material faithfully simulates the appearance
of the natural material it imitates; and
b. The material has a demonstrated ability to
weather gracefully, aging similarly to or better
than the natural material it imitates.
2. It is specifically intended that houses within the
Specific Plan area not be conventional “tract houses”
to which a few “special details” are applied. The
scale and detailing of the stylistic elements of the
architecture may be appropriate to the chosen
architectural style.
3. While most materials and styles are permitted within all zones, it is intended that the Civic District (CD)
zone be characterized by heavier materials, such as
brick, stone and stucco, while the Neighborhood (N)
zone be characterized by a greater use of wood or
wood- simulating cementitious boards. Note: The use
of wood may be approved by the Ventura County Fire
District.
D. Conflicting requirements. The materials, configurations and methods in this section apply to buildings,
appurtenances and site elements throughout the Specific Plan area.
6.4 Architectural Design Guidelines
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6. Design Guidelines
6.4.2 Walls
A. Materials.
1. Building walls may be clad in wood clapboard, wood
shingle, wood drop siding, wood board and batten,
stucco, brick or stone. Additionally, walls may be clad in cementitious siding simulating permitted wood
materials if approved through the Development Plan
Review process (see Section 4.9.3). Note: The use of
wood may be approved by the Ventura County Fire
District.
2. Building walls may be trimmed in wood, cementitious
boards simulating wood, stone, or cast stone.
Figure 6-1: Vertical Configuration of Materials
Visibly
supported
NOT Visibly
supported
Figure 6-2: Visible Support of Projecting Elements
6.4 Architectural Design Guidelines
B. Configurations.
1. Two or more wall materials may be combined on one
facade only with one above the other - lighter materials above those more substantial (e.g. wood above stucco
or masonry, or stucco above masonry). See Figure 6-1.
2. All building elements that project from the building wall by more than 16 inches, including without
limitation decks, balconies, porch roofs and bays, may
be visibly supported by brackets, posts, or beams that
are sized at minimum six inches in nominal width or
diameter. See Figure 6-2.
3. Exterior chimneys may be finished in brick, stone, or stucco.
4. Walls clad in wood may be stained or painted with
colors approved through the Development Plan
Review process (see Section 4.9.3).
10.The undercroft of decks and porches may be enclosed
with lattice or vertical pickets.
C. Methods.
1. Clapboard cannot exceed six inches to the weather.
Shingles may not exceed eight inches to the weather.
Drop siding cannot exceed ten inches to the weather.
Board and batten cannot exceed twelve inches and
four inches to the weather, alternately.
2. Board trim at corners and around openings cannot
exceed six inches, except at the front door surround,
which may be of any size or configuration approved
through the Development Plan Review process (see
Section 4.9.3). Board trim may be applied directly to
the sheathing.
3. Brick and cut stone may be laid in true bonding
pattern.
4. River and rubble stone may be laid in the natural
manner, with smooth or beaded mortar joints. Stone
for these areas may be cut with a smooth surface or
cut with a textured surface (split-faced stone) and
may be in a running bond (coursed) or Ashlar style.
5. Brick and cut stone mortar joints may be struck.
6. Stucco may be smooth, semi-smooth and sand finish
only.
Visibly
supported
Lighter materials above heavier ones.
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7. Exposed wood may be painted or stained.
6.4.3 Miscellaneous Building Elements
A. Materials.
1. Posts and porches may be made of wood.
2. Columns, piers, and arches may be made of or clad in wood, brick, cast stone, or stucco.
3. Foundation piers may be made of brick, stone, or
concrete.
4. Stoops may be made of brick, stone, or concrete.
5. Balconies may be made of wood, wrought iron, or
metal. Balconies may be open or covered.
6. Porch, balcony and other railings may be made of
wood, wrought iron, or metal.
7. Window boxes, if provided, may be made of finished
painted wood, and may be supported by visible
brackets, detailed in a manner consistent with porch
or eave details of the house.
8. Entry coverings may include canvas awnings, or
projected shed or gabled roofs supported by brackets
made of wood, wrought iron or metal.
9. Bay windows may be made of materials identical
to or compatible with the building’s wall finish and
windows.
B. Configurations.
1. Porches may be elevated a maximum of 36” above
average adjacent grade.
2. Front porch depth may vary depending on the
buildings’ architectural style. The porch length may
vary but cannot be less than its depth.
3. Stoops may have a minimum depth of 6 feet and a
minimum length of 5 feet.
4. Balconies encroaching into the public right-of-way
may provide at minimum 10 feet clear in height above
the sidewalk. Such balconies may be at least 6 feet
deep.
5. Colonnades and arcades may have a depth of 8 feet
from the building face to the inside column face; the
outside column face may be within 24 to 30 inches
from the face of curb. Colonnades and arcades may
provide at minimum 10 feet clear in height above the
sidewalk.
6. Spindles and balusters on balconies, porches, and
decks cannot exceed six inches on center, or as
required by the SPMC as may be amended, whichever
is less. Standard pipe rails, horizontal and vertical, are prohibited.
7. Bay windows cannot be wider than 8 feet and may
have a height that is equal to or greater than its
width. Bays may be a minimum of three feet from
any building corner or other bay. The bay’s street
facing facade may consist of at least 50% transparent
glazing.
8. All mechanical and electrical equipment - including, without limitation, air-conditioning units, antennas,
and satellite dishes - whether roof-mounted, groundmounted or otherwise, shall be completely screened from public view. Such equipment and related
screening may be shown on drawings submitted for
Development Plan Review see Section 4.9.3).
9. Parapet walls along the frontage may be articulated
with corbelled patterned brick, projected cornices, or
projected roofs.
10. There may be a physical demarcation/band separating the Shopfront area from the upper portion of the
facade.
C. Methods.
1. Foundation piers cannot be less than 12 inches x 12
inches.
2. Masonry and stucco arches (square or round) cannot
be less than 12 inches in depth. Piers cannot be less
than 12 inches by 12 inches. Wood posts cannot be
less than 5-1/2 inches by 5-1/2 inches and may be
articulated at their base and top.
6.4 Architectural Design Guidelines
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6. Design Guidelines
6.4.4 Roofs
A. Materials.
1. Roofs of buildings primarily clad in wood or woodsimulating cementitious siding may be finished with concrete tile or dimensional composition shingles
faithfully simulating wood shingles or shakes.
2. Roofs of primarily stucco buildings may be finished
with clay tile, concrete tile faithfully simulating
clay tile, slate, or dimensional composite shingles
simulating slate roofing.
3. Roofs of primarily brick or stone buildings may
be finished with clay tile, concrete tile faithfully
simulating clay tile, wood shingles, or dimensional
composition shingles.
4. Narrow standing seam metal roof may be used if
approved through the Development Plan Review
process (see Section 4.9.3).
5. Gutters and downspouts may be made of galvanized
steel, wood, copper, or painted aluminum.
B. Configurations.
1. Building roofs may be gabled or hipped, except for
styles where flat roofs are typical. Flat roofs may be
accompanied by parapet walls.
2. Shed (monopitch) roofs can only be attached to the
principal building walls, with a minimum slope of
2:12.
3. Skylights may be flat (non-bubble) only, and are
discouraged within roofs visible from the public way.
4. Dormers may be placed not closer than 36 inches to
building sidewalls or another dormer.
5. Gutters may be half-round or ogee.
6. Canvas awnings may cover balconies or shopfronts
but only in shed configurations. Quarter sphere or
quarter cylinder configurations are prohibited.
7. Parapet walls may be used to conceal flat roof
(minimum slope) areas. Parapets may be faced
with a pitched roof appropriate to the historic style.
Exceptions include Shopfront canopy roofs and bay
window roofs, which may have a minimum slope
without a parapet.
C. Methods.
1. Overhanging eaves may have exposed rafter tails at
the tip, or may be finished with a profiled cornice, as shown for each permitted house style herein.
2. Exposed rafter tails may have a minimum nominal
dimension of three inches by four inches.
3. Brackets, when provided at eaves, may have a minimal nominal dimension of five inches.
6.4.5 Windowsand Doors
A. Materials.
1. Windows and doors may be made of wood, vinyl-clad
wood, aluminum-clad wood, fiberglass or metal.
2. Glazing may be clear glass with not more than 10
percent daylight reduction (tinting). Glazing cannot
be reflective (mirrored).
3. Windows may have the following accessories:
shutters sized to match their openings, opaque
canvas awnings (except quarter sphere and quarter
cylinder configuration), and planter boxes supported
by visible brackets.
B. Configurations.
1. Window openings may have vertical proportions, or
may be square. See 6-3.
2. Windows may additionally be circular, elliptical,
octagonal or hexagonal - recommended maximum
two per facade.
3. Total fenestration for facades cannot be more than 33 percent of the facade area, except within shopfronts.
4. Windows may be recessed not less than two inches
from the building facade.
5. Garage doors cannot be wider than sixteen feet.
6.4 Architectural Design Guidelines
Figure 6-3: Window Configurations
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C. Methods.
1. Windows on facades may be double hung, single
hung, or hinged casement. On side or rear elevations,
windows may be horizontal sliders to be located at
least six feet from the facade. Horizontal sliders are
prohibited on the side facades of corner buildings.
2. Circular or hexagonal windows may additionally be
pivoted or hopper configuration.
3. Dormer windows may be hinged casement or hopper
configuration, or may be fixed.
4. Mullions may be on the exterior of the windows.
5. All windows above the first floor may be of a
consistent proportion and arranged in a grid pattern.
6. Doors can only be side hinged, except garage doors
facing an alley which may be overhead, and sliding
glass doors which may face backyards or sideyards.
6.4.6 Shopfronts
Shopfronts are composed of storefronts, entrances, awnings or sheds, signage, lighting, cornices, and other architectural elements (see Figure 6-4: Shopfront Assembly, and Figure 6-5:
Storefront Configurations). Shopfronts are created by inserting storefronts with substantial glazing into the ground floor facade of a building. The facade is aligned with the property line, although partially recessed storefronts, such as recessed entrances, are also common. All regulations regarding doors and windows in Section 6.4.5 apply to the doors and windows that are a part of a Shopfront.
A. Materials
1. Storefront infill assemblies may be made of painted or varnished wood. When approved by the Director, they
may additionally be made of aluminum-clad wood or
painted metal.
B. Configurations
1. At minimum 50% of the facade area between 2
and 10 feet above the ground floor may consist of
transparent fenestration.
2. Shopfronts may be at minimum 10 feet tall. A solid
base or bulkhead may be provided with a maximum
height of 24 inches above sidewalk grade.
3. A cornice or horizontal band may be provided to
differentiate the Shopfront from upper levels of the
building. In limited instances where storefronts
include entablature trim, the horizontal band may be
omitted with the approval of the Director.
4. Storefront infill assemblies may be painted in semigloss or matte colors.
4. Awnings and shed roofs are allowed to be
incorporated in the shopfront area over entries or
storefront assemblies.
5. Lighting may be mounted on the storefront wall,
preferably centered on the piers between windows/
doors or centered above the windows/doors of the
shopfront. In instances where projected shed roofs
are used over entries the lighting may be mounted in
the underside of the shed element.
6.4 Architectural Design Guidelines
Figure 6-4: Shopfront Assembly
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6. Design Guidelines
6.4 Architectural Design Guidelines
6.4.7 Fencesand GardenWalls
A. Materials
1. Garden walls, and retaining walls exposed to public
view, should be made of slumpstone blocks or clad in
brick, stone,or stucco compatible with the design of
the principal building.