Agenda packet, second session — Santa Monica City Council, March 22, 2022 (part 3 of 5)

Sanitary Sewer Study
Providence Saint John’s Phase II Project
2121 Santa Monica Blvd
Santa Monica, CA 90404
KPFF Job# 114230
April 2019
Client: Prepared by:

Perkins Eastman
5510 Lincoln Blvd, Suite 250
Los Angeles, CA 90094
KPFF Consulting Engineers
700 South Flower St, Suite 2100
Los Angeles, CA 90017
(213) 418-0201

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Table of Contents
Summary ................................................................................................................................................... 2 Proposed Infrastructure Improvements ................................................................................................... 4 Flow Monitoring Results Summary ........................................................................................................... 4 Sewage Demand from Proposed Buildings ............................................................................................... 7 Sewer Depth Capacity Analysis ...............................................................................................................13 Baseline Original Phasing ........................................................................................................................14 Baseline Alternate Phasing .....................................................................................................................16 Summary
Flow monitoring of nine public sewer manholes adjacent to the site has been conducted by ADS Environmental Services over a 14 day period. Refer to Appendix D for comprehensive Flow Monitoring report. After a review of the data collected and analysis of the project demands, two out of the nine manholes, MH02 and MH05 were further investigated to determine if the existing sewer system could adequately accept the proposed flow from the proposed development. ADS monitored MH02 from the North and East and labeled them as MH02N and MH02E, which corresponds to the 12” line in 20th street and the 12” line in Santa Monica Blvd. MH05 corresponds to the 12” line in Broadway. The proposed development layout and manholes are labeled in Appendix A, Exhibit 1 and Exhibit 2, respectively.

The existing slope of the 12” lines in 20th street, Santa Monica Blvd and Broadway were extracted from provided As-builts and applied to determine the existing and proposed capacity of each line.

Corresponding As-builts can be found in Appendix E. The 12” line in 20th street has an existing slope of

1.36% and a just full capacity of 2,327,209 gpd. The 12” line in Santa Monica Blvd has an existing slope of 0.72% and a just full capacity of 1,693,293 gpd. The 12” line in Broadway has an existing slope of 0.7% and a just full capacity of 1,669,610 gpd. Calculations can be found in Appendix C.

Multiple buildings on the proposed Saint John’s campus are being demolished, therefore they will no longer be contributing flow to the existing sewer lines. This removal of flow must be accounted for when determining the proposed capacity of each line. While there is an existing residential building that will be demolished, it has not been included below because it was vacant at the time of monitoring.

Exhibit 2 in Appendix A shows the layout of the buildings to be demolished and the main lines they discharge to. The amount of sewage demand that each building produces is shown in Table 1, below.

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Table 1 – Existing Buildings to be Demolished
Building
Name
Building
Type Quantity
Sewage
Generation
Factor
(GPD)
Average
Daily Sewage
Demand
(GPD)
Accepting
MH
Discharge
Sewer
John Wayne
Cancer
Institute
(JWCI)
Medical Clinic
and
Laboratories
40,412 SF 250/1,000 SF 10,103 MH05 18” on 21st
St. Medical
Offices 10,643 SF 250/1,000 SF 2,661 MH05
Child and
Family
Development
Center (CFDC)
Office 8,059 SF 120/1,000 SF 967 MH02E
12” on Santa
Monica
Blvd.

Day Care &
Medical Clinics
74 Children 9/ Child 666 MH02E
Maintenance
& Storage 585 SF 30/1,000 SF 18 MH02E
Saint John’s
Foundation
Building
Office 10,800 SF 120/1,000 SF 1,296 MH05
18” on Santa
Monica
Blvd.

MRI Building Medical 2,675 SF 250/1,000 SF 669 MH05 18” on 21st St.

Total 16,380
In order to determine the sewage demand from the proposed buildings, the LA “Sewerage Facilities Charge Sewage Generation Factor for Residential and Commercial Categories” table was used. Because some of the Development Agreement Vested Uses allow for a range of activities with varying sewage generation factors, two sewage generation scenarios were developed. The most significant difference between the two tables are the assumptions pertaining to the Hospital/Health Care uses within Buildings 2C and 2D/E. Option 1 assumes that Buildings 2C and 2D/E are both inpatient facilities with ground floor commercial uses while Option 2 assumes that Buildings 2C and 2D/E are ambulatory/outpatient facilities.

In the built out condition, the existing 12” sewer line in 20th street is proposed to accept flow from Building 2I. With the additional flow and depth from 2I, the 12” sewer line is projected to flow at 42% in both scenarios.

The existing 12” sewer line in Santa Monica Blvd is proposed to accept the flow from Buildings 2C, Mullin Plaza, and SJ Cafe. It also currently accepts flow from the Child and Family Development Center, which will be demolished. With the additional flow and depth from 2C, Mullin Plaza, and SJ Cafe, as well as the removed flow from the aforementioned demolished buildings, the 12” sewer line is projected to flow at 76.5% full in the first option and 80.5% full in the second option. However, ADS has confirmed that during the 14-day monitoring period of the 12” line in Santa Monica Blvd, MH02E, there was a spike in both the velocity and depth data. This occurred on May 3rd just before 3 pm for a duration of less than 30 minutes and can be found on page 37 of the flow monitoring report in the Hydrograph Report of

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San02E. This event data is reflected as the recorded existing max depth and flow for MH02E. However, if this event is an outlier, the more representative existing max depth and flow are approximately 5.75” and 0.39 MGD. In the case that the event on May 3rd is indeed an outlier, the existing pipe will flow at

52.9% full with the additional proposed flow rather than 76.5 % full. In the second option, the existing pipe will flow at 56.9% full with the additional proposed flow rather than 80.5% full.

The existing 12” sewer line in Broadway is proposed to accept the flow from Building 2D/E, S1, S2, S3, S4 and S5. It also accepts flow from the John Wayne Cancer Institute, the Saint John’s Foundation building, an MRI Building, and an Existing Residential Building, which are all being demolished. With the flow and depth from the aforementioned buildings, the existing line is projected to flow at 56.3% full in the first option and 58.3% full in the second option.

Table 4 compares the existing sewer demands vs the proposed demands and presents the increase in the flow and depth of the existing sewer lines. Supporting calculations for flow and accompanying depth can be found in Appendix C.

In addition to the analysis of the final built out condition of the project, a phasing analysis has been considered to determine the incremental changes in sewage flows as buildings are demolished and constructed. Tables 5 and 6 explore two phasing options. The first phasing option, Baseline Original, considers constructing Building S1, S2, and S3 first, while the second phasing option, Baseline Alternate, considers constructing Buildings 2C and S2 first. Flow and depth calculations for each stage in the proposed phasing can be found in Appendix C.

Proposed Infrastructure Improvements
As part of the S3 development, the northern portion of the existing 18” sewer in 21st Street (portion of 21st Street that will be vacated) will be removed. As part of the S3 development, a new sewer line is proposed in the proposed 20th Place/South Campus West Driveway running from Broadway to Santa Monica Boulevard (to accept the flow from Building S1 and S3). This work will take place during the construction of 20th Place and South Campus West Driveway and will be completed prior to issuance of the Certificate of Occupancy for the S1 building or S3 building, whichever is earlier. Additionally, there will be new sewer laterals that connect the proposed buildings to the existing public sewers.

This preliminary sewer study has been reviewed by the City, and comments have been provided to Saint John’s to incorporate into their preliminary design.

Potential Additional Upgrades Related to Building S3 or S4 Prior to the issuance of a building permit for the earlier of the S3 building or the S4 building, Saint John’s will prepare an updated sewer study to be reviewed and approved by the City. Such study will determine if future project flows (during dry and wet weather conditions) will cause the City’s 12-inch and 21-inch sewer lines on Broadway to exceed the hydraulic planning criteria on page 47 in the City’s

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2017 Sanitary Sewer System Master Plan (shown below). If the study indicates exceedances of the hydraulic planning criteria due to project flows, Saint John’s will perform sewer upgrades prior to issuance of a Certificate of Occupancy for the earlier of the S3 or S4 building. The primary criteria used to establish adequately-sized sewer piping is if the Peak Wet Weather Flow (PWWF) depth to diameter ratio is less than 0.75, and if the minimum velocity is 2 ft/s.

The City, based on its review of this preliminary sewer study, has indicated that necessary sewer upgrades may include, but are not limited to:
(a) installing a new adequately-sized sewer line(s) along Broadway and 20th Street to convey sewer flows generated by S3 (and S4, if applicable) to the Colorado Avenue 24-inch Vylon sewer line, or
(b) upsizing the existing 12-inch sewer on Broadway to 18-inch from 21st Street to 20th Street and re-activating and placing in service the existing 12-inch VCP line (currently abandoned) along 20th Street from Broadway to Colorado Avenue to divert sewer flows from the Broadway 21-inch VCP sewer line to the Colorado Avenue 21-inch Vylon sewer line.

Potential Additional Upgrades Related to Building S4
The S4 building is proposed to connect to the existing 18” sewer on Santa Monica Boulevard; however, during the design phase it may be determined that it is infeasible to route the sewage from the southern portion of Building S4 to the north to connect to the existing sewer line in Santa Monica Boulevard. In

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this case, prior to issuance of Certificate of Occupancy for Site S4, a new adequately-sized sewer line will be constructed and run south from Building S4 to Broadway along the South Campus East Driveway and South East Driveway. The adequately-sized sewer line will not exceed the hydraulic planning criteria on page 47 in the City’s 2017 Sanitary Sewer System Master Plan (shown above). The primary criteria used to establish adequately-sized sewer piping is if the PWWF depth to diameter ratio is less than 0.75, and if the minimum velocity is 2 ft/s.

The City, based on its review of this preliminary sewer study, has indicated that, prior to issuance of a Certificate of Occupancy for the S4 building, additional sewer upgrades may be necessary and may include, but are not limited to:
(a) If not already completed as part of the S3 development, installing a new adequately-sized sewer line(s) along Broadway and 20th Street to convey sewer flows generated by S4 to the Colorado Avenue 24-inch Vylon sewer line (if Saint John’s sewer discharge to Broadway from Site S4 to a maximum of 21,200 GPD, the extent of any upgrades may be reduced or eliminated) or;
(b) If not already completed as part of the S3 development, upsizing the existing 12-inch sewer on Broadway to 18-inch from 21st Street to 20th Street, restricting sewer discharge to Broadway from Site S4 to a maximum of 21,200 GPD, and re-activating and placing in service the existing 12-inch VCP line (currently abandoned) along 20th Street from Broadway to Colorado Avenue to divert sewer flows from the Broadway 21-inch VCP sewer line to the Colorado Avenue 21-inch Vylon sewer line.

Potential Additional Upgrades Related to Building 2C
Prior to the issuance of the building permit for the 2C building, additional sewer monitoring will be required to determine if future project flows (during dry and wet weather conditions) will cause the City’s 12-inch line on Santa Monica Boulevard to exceed the hydraulic planning criteria on page 47 in the City’s 2017 Sanitary Sewer Master Plan (included above). The primary criteria used to establish adequately-sized sewer piping is if the PWWF depth to diameter ratio is less than 0.75, and if the minimum velocity is 2 ft/s.

The City, based on its review of this preliminary sewer study, has indicated that, prior to issuance of a Certificate of Occupancy for the 2C building, additional sewer upgrades may be necessary and may include, but are not limited to:
(a) upsizing the existing 12-inch sewer line on Santa Monica Boulevard from the 2C connection to 20th Street
(b) upsizing the existing 21-inch sewer line along 20th Street, from Santa Monica Boulevard to Broadway.

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Flow Monitoring Results Summary
20th Street 12" sewer main
Data recorded from 4/20/17 to 5/3/17
Minimum depth = 1.79 in.

Maximum depth = 4.21 in.

Average depth = 2.75 in.

Santa Monica Boulevard 12" sewer main
Data recorded from 4/20/17 to 5/3/17
Minimum depth = 1.14 in.

Maximum depth = 8.58 in.

Average depth = 2.84 in.

Broadway 12" sewer main
Data recorded from 4/20/17 to 5/3/17
Minimum depth = 1.32 in.

Maximum depth = 4.95 in.

Average depth = 2.20 in.

For complete flow monitoring results see report “Providence Saint John’s Health Center, Flow Monitoring Report, April 20, 2017 – May 3, 2017” by ADS Environmental Services found in Appendix D.

Sewage Demand from Proposed Buildings
In order to determine the sewage demand for the Phase II project, sewage generation factors (SGFs) provided in the LA “Sewerage Facilities Charge Sewage Generation Factor for Residential and Commercial Categories” table that resemble the Development Agreement Vested Uses of the buildings were used. In some instances, the Development Agreement Vested Use category was not found in the LA SGF table so the given description in the attached “Blue Chart”, which can be found in Appendix F, was used to find an appropriate SGF.

Because some of the Development Agreement Vested Uses allow for a range of activities with varying sewage generation factors, two sewage generation scenarios were developed. As discussed in detail below, the most significant difference between the two tables are the assumptions pertaining to the Hospital/Health Care uses within Buildings 2C and 2D/E. Table 2 assumes that Buildings 2C and 2D/E are both inpatient facilities with ground floor commercial uses while Table 3 assumes that Buildings 2C and 2D/E are ambulatory/outpatient facilities.

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Table 2 – Estimated Sewage Demand from Proposed Buildings: Option 1 1Use and Sewage Generation Factors from City of Los Angeles Sewerage Facilites Charge Guide, Residential and Commercial Categories. Document can be found in Appendix B. 2 MH Designation can be found in Appendix A.

Building/Parking Area /Dwelling Units Units LA SGF Use1 SGF1 Avg Flow (GPD) Accepting MH2 Discharge Sewer 2C - Building 80 beds Hospital 70/bed 5,600.00 MH02E
12” on Santa
Monica Blvd.
2C - Building 5,500 sf Commercial Use 50/1000 Gr.Sq.ft. 275.00 MH02E 2C- Parking 118,265 sf Auto Parking 20/1000 Gr. Sq. ft. 2,365.30 MH02E Mullin Café 1,500 sf Restaurant 300/1000 Gr.Sq.ft. 450.00 MH02E SJ Café 900 sf Restaurant 300/1000 Gr.Sq.ft. 270.00 MH02E Total to MH02E (GPD) 8,960
2I - Building 50,000 sf Medical Office/ Clinic 250/1000 Gr. Sq. ft. 12,500.00 MH02N 12” on 20th St.
2I - Building 4,500 sf Commercial Use 50/1000 Gr.Sq.ft. 225.00 MH02N 2I - Parking 137,828 sf Auto Parking 20/1000 Gr. Sq. ft. 2,756.56 MH02N Total to MH02N (GPD) 15,482
2D/E - Building 36 beds Hospital 70/bed 2,520.00 MH05
18” on Santa
Monica Blvd. 2D/E - Building 3,000 sf Commercial Use 50/1000 Gr.Sq.ft. 150.00 MH05 2D/E - Parking 115,729 sf Auto Parking 20/1000 Gr. Sq. ft. 2,314.58 MH05 S1- Building 25,500 sf Counseling Center 120/1000 Gr. Sq. ft. 3,060.00 MH05 Relocated line in
20th Pl. S1- Building 73 person School: Nursery Day Care 9/person 657.00 MH05 S1/S3- Parking 303,973 sf Auto Parking 20/1000 Gr. Sq. ft. 6,079.46 MH05 S2 - Building 10 units Residential: Apt. - 2 Bedroom 150/dwelling Unit 1,500.00 MH05 S2 12” on Broadway - Building 800 sf Commercial Use 50/1000 Gr.Sq.ft. 40.00 MH05 S2 - Parking 23,987 sf Auto Parking 20/1000 Gr. Sq. ft. 479.74 MH05 S3 - Building1 58,000 sf Medical: Lab in Hospital 250/1000 Gr. Sq. ft. 14,500.00 MH05 Relocated line in 20th Pl. S3 - Building 65,000 sf Medical Office/ Clinic 250/1000 Gr. Sq. ft. 16,250.00 MH05 S4 - Building 250 seats Auditorium 3/seat 750.00 MH05
18” on Santa
Monica Blvd
S4 - Building 133,300 sf Medical Office/ Clinic 250/1000 Gr.Sq.ft 33,325.00 MH05 S4 - Building 3,350 sf Restaurant 300/1000 Gr.Sq.ft. 1,005.00 MH05 S4 - Building 3,350 sf Commercial Use 50/1000 Gr.Sq.ft. 167.50 MH05 S4 - Building 50,350 sf Office 120/1000 Gr.Sq.ft. 6,042.00 MH05 S4/S5 - Parking 462,429 sf Auto Parking 20/1000 Gr. Sq. ft. 9,248.58 MH05 S5 - Building 4 units Residential: Apt - 1 Bed/2Ba 150/dwelling Unit 600.00 MH05 12” on Broadway S5 - Building 18 units Residential: 1 Bed no kitchen 45/BDR 810.00 MH05 S5 - Building 12 units Residential: Apt - 1 Bed/1Ba 110/dwelling Unit 1,320.00 MH05 Total to MH05 (GPD) 100,819

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Building 2C has vested uses of Hospital/Health Care, Restaurant or Neighborhood Commercial, Pedestrian Connection, and Parking. The Hospital SGF of 70 GPD/Bed was used for the Hospital/Health Care vested use based on the assumption this square footage would be use for inpatient beds, the Commercial SGF of 50 GPD/1,000 Gr SF was used for the Restaurant or Neighborhood Commercial vested use, and no SGF was used for the Pedestrian Connection since there will not be any sewage generated from this use.

Both Mullin Café and Saint John’s Café will be designated as Restaurant or Neighborhood Commercial vested use. In order to be conservative, the Restaurant SGF of 300 GPD/ 1,000 Gr SF was used for both of these buildings.

Building 2I has vested uses of Medical Office, Restaurant or Neighborhood Commercial, and Parking. The Medical Office/Clinic SGF of 250 GPD/ 1,000 Gr SF was used for the Medical Office vested use and the Commercial SGF of 50 GPD/1,000 Gr SF was used for the Restaurant of Neighborhood Commercial vested use.

Building 2D/E has vested uses of Hospital/Health Care, Restaurant or Neighborhood Commercial, Pedestrian Connection, and Parking. The Hospital SGF of 70 GPD/Bed was used for the Hospital/Health Care vested use, the Commercial SGF of 50 GPD/1,000 Gr SF was used for the Restaurant or Neighborhood Commercial vested use, and no SGF was used for the Pedestrian Connection since there will not be any sewage generated from this use.

Building S1 has vested uses of Child & Family Development Center, Day Care, and Parking. The Counseling Center SGF of 120 GPD/ 1,000 Gr SF was used for the Child & Family Development Center vested use based on the description of the vested use and the School: Nursery Day Care SGF of 9 GPD/person was used for the Day Care vested use.

Building S2 has vested uses of Multifamily Housing, Restaurant or Neighborhood Commercial Uses, and Parking. The Residential: Apt. – 2 Bedroom SGF of 150 GPD/dwelling unit was used for the Multifamily Housing vested use based on the description of the vested use, and the Commercial SGF of 50 GPD/1,000 Gr SF was used for the Restaurant or Neighborhood Commercial vested use.

Building S3 has vested uses of Hospital/Health Care, Medical Research Facilities, Restaurant or Neighborhood Commercial, and Parking. The Medical Office/Clinic SGF of 250 GPD/1,000 Gr SF was used for the Hospital/Health Care vested use based on the description of the vested use, and the Medical:

Lab in Hospital SGF of 250 GPD/1,000 Gr SF was used for the Medical Research Facilities vested use. The report assumes that the entire building will be in medical use with (a) the maximum allowable floor area for the Hospital/Health Care vested use in Building S3 (65,000 square feet) assumed and (b) the remainder of the building as Medical Research Facilities. The exact breakdown between these two uses does not matter from a sewer demand perspective because both uses have the same sewer generation factor. If any of the building’s ground floor square footage is used for the Restaurant or Neighborhood

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Commercial use rather than medical use, the building’s sewer demand would likely be lower than projected.

Building S4 has vested uses of Education & Conference Center, Hospital/Health Care, Health & Wellness Center, Medical Research Facilities, Restaurant or Neighborhood Commercial Use, and Parking. The Auditorium SGF of 3 GPD/seat was used for the approximately 8,650 square-foot auditorium included in the Education & Conference Center vested use, the Office Building SGF of 120 GPD/1,000 Gr SF was used for the remaining 50,350 square feet of Education & Conference Center vested use, the Medical Office/Clinic SGF of 250 GPD/1,000 Gr SF was used for both the Hospital/Health Care and Health & Wellness Center vested uses, and the Restaurant or Neighborhood Commercial vested use was split into the Restaurant SGF of 300 GPD/1,000 Gr SF and Commercial SGF of 50 GPD/1,000 Gr SF.

Building S5 has vested uses of Visitor Housing and Parking. The Visitor Housing vested use was broken down into Residential: Apt. – 1Bed/2Ba, Residential: Apt. – 1Bed no kitchen, and Residential: Apt. – 1Bed/1Ba based on the description of the vested use.

The parking on all Phase II sites was assigned the Auto Parking SGF of 20 GPD/1,000 Gr SF. The parking SGF could account for any runoff from floor drains that may be within the structure.

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Table 3 – Estimated Sewage Demand from Proposed Buildings: Option 2 Building/Parking Area /Dwelling Units Units LA SGF Use1 SGF1 Avg Flow (GPD) Accepting MH2 Discharge Sewer 2C - Building 117,500 sf Medical Office/ Clinic 250/1000 Gr. Sq. ft. 29,375.00 MH02E 12” on Santa
Monica Blvd
2C- Parking 118,265 sf Auto Parking 20/1000 Gr. Sq. ft. 2,365.30 MH02E Mullin Café 1,500 sf Restaurant 300/1000 Gr.Sq.ft. 450.00 MH02E SJ Café 900 sf Restaurant 300/1000 Gr.Sq.ft. 270.00 MH02E Total to MH02E (GPD) 32,460
2I - Building 50,000 sf Medical Office/ Clinic 250/1000 Gr. Sq. ft. 12,500.00 MH02N 12” on 20th 2I St. - Building 4,500 sf Commercial Use 50/1000 Gr.Sq.ft. 225.00 MH02N 2I - Parking 137,828 sf Auto Parking 20/1000 Gr. Sq. ft. 2,756.56 MH02N Total to MH02N (GPD) 15,482
2D/E - Building 78,500 sf Medical Office/ Clinic 250/1000 Gr. Sq. ft. 19,625.00 MH05 18” on Santa Monica Blvd 2D/E - Parking 115,729 sf Auto Parking 20/1000 Gr. Sq. ft. 2,314.58 MH05 S1- Building 25,500 sf Counseling Center 120/1000 Gr. Sq. ft. 3,060.00 MH05 Relocated line on
20th Pl. S1- Building 73 person School: Nursery Day Care 9/person 657.00 MH05 S1/S3- Parking 303,973 sf Auto Parking 20/1000 Gr. Sq. ft. 6,079.46 MH05 S2 - Building 10 units Residential: Apt. - 2 Bedroom 150/dwelling Unit 1,500.00 MH05 12” on Broadway S2- Building 800 sf Commercial Use 50/1000 Gr.Sq.ft. 40.00 MH05 S2 - Parking 23,987 sf Auto Parking 20/1000 Gr. Sq. ft. 479.74 MH05 S3 - Building1 58,000 sf Medical: Lab in Hospital 250/1000 Gr. Sq. ft. 14,500.00 MH05 Relocated line on 20th Pl. S3 - Building 65,000 sf Medical Office/ Clinic 250/1000 Gr. Sq. ft. 16,250.00 MH05 S4 - Building 250 seats Auditorium 3/seat 750.00 MH05
18” on Santa
Monica Blvd
S4 - Building 155,000 sf Medical Office/ Clinic 250/1000 Gr.Sq.ft 38,750.00 MH05 S4 - Building 35,350 sf Office 120/1000 Gr.Sq.ft. 4,242.00 MH05 S4/S5 - Parking 462,429 sf Auto Parking 20/1000 Gr. Sq. ft. 9,248.58 MH05 S5 - Building 34 units Residential: Apt - 1 Bed/2Ba 150/dwelling Unit 5,100.00 MH05 12” on Broadway Total to MH05 (GPD) 122,596

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Table 3 generally provides the most conservative sewer generation assumptions for each Phase II building and therefore provides a “worst case scenario” of sewage generation for Phase II.

Building 2C has vested uses of Hospital/Health Care, Restaurant or Neighborhood Commercial, Pedestrian Connection, and Parking. The Medical Office/Clinic SGF of 250 GPD/1,000 Gr SF was used for the Hospital/Health Care vested use based on the assumption that 2C would be an ambulatory/outpatient facility. In addition, while there is a possibility of ground floor commercial use, the entire building was assumed to be in Hospital/Health Care use to provide a conservative sewer demand. As with the assumption for this building in Table 2, no SGF was used for the Pedestrian Connection since there will not be any sewage generated from this use.

Building 2D/E has vested uses of Hospital/Health Care, Restaurant or Neighborhood Commercial, Pedestrian Connection, and Parking. The Medical Office/Clinic SGF of 250 GPD/1,000 Gr SF was used for the Hospital/Health Care vested use based on the assumption that 2C would be an ambulatory/outpatient facility. In addition, while there is a possibility of ground floor commercial use, the entire building was assumed to be in Hospital/Health Care use to provide a Medical conservative sewer demand. As with the assumption for this building in Table 2, no SGF was used for the Pedestrian Connection since there will not be any sewage generated from this use.

Building S4 has vested uses of Education & Conference Center, Hospital/Health Care, Health & Wellness Center, Medical Research Facilities, Restaurant or Neighborhood Commercial Use, and Parking.

However, Table 3 assumes that the entire Building S4, except for the 250 seats for the auditorium portion of the Education & Conference Center use (Auditorium SGF of 3 GPD/seat) and 35,350 sf of Education & Conference Center vested use that is proposed for smaller education/training conference rooms and administrative space (Office Building SGF of 120 GPD/1,000 Gr SF), is in Hospital/Health Care use with the Medical Office/Clinic SGF of 250 GPD/1,000 Gr SF. This assumption is conservative since up to 6,700 sf of ground floor commercial use is anticipated and the Education & Conference Center use, may require more square footage but not more seats.

For Building S5, while there is a possibility of units with no kitchen or only 1 bathroom, 1 bedroom/2bathroom units were assumed in this table for the entire building to allow for a more conservative sewer demand.

Any proposed building that is not explicitly mentioned above has used the same assumptions as in Table

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Sewer Depth Capacity Analysis
Table 4 – Capacity Depth Existing vs Proposed
Test Site Pipe
Size
Recorded
Existing Peak
Daily Sewage
Demand (GPD)
Existing
Depth
(inches)
Existing
Percent
Full
%
Proposed
Building
Daily Sewage
Demand
Option 1
(Gross)
(GPD)4
Proposed
Building
Daily Sewage
Demand
Option 2
(Gross)
(GPD)4
Demolished
Buildings
Daily Sewage
Demand
(GPD)
Total
Proposed
Daily
Sewage
Demand
Option 1
(Net)
(GPD)
Total
Proposed
Daily
Sewage
Demand
Option 2
(Net)
(GPD)
Additional
Depth from
Proposed
Development
Option 13
(inches)
Additional
Depth from
Proposed
Development
Option 23
(inches)
Total
Proposed
Depth
Option 1
(inches)
Total
Proposed
Depth
Option 2
(inches)
Percent
Full
Option 1
%
Percent
Full
Option 2
%
Proposed Buildings
Being Served
Manhole 2E
Santa Monica
Blvd at 20th St.
1 12 in 1,039,000 8.58 71.5% 8,960 32,460 1,651 7,309 30,809 0.6 1.08 9.18 9.66 76.5% 80.5% 2C, Mullin Café, Saint
Johns Cafe
Manhole 2E
Santa Monica
Blvd at 20th St.
(w/out
outlier)2
12in 390,000 5.75 47.9% 8,960 32,460 1,651 7,309 30,809 0.6 1.08 6.35 6.83 52.9 % 56.9% 2C, Mullin Café, Saint
Johns Cafe
Manhole 2N
20th St. at
Santa Monica
Boulevard
12 in 826,000 4.21 35.1% 15,482 15,482 0 15,482 15,482 0.84 D0.84 5.05 5.05 42.1% 42.1% 2I Manhole 5
Broadway 200
FT north of 20th
St.
12 in 997,000 4.95 41.3% 100,819 122,596 14,729 86,090 107,867 1.8 2.04 6.75 6.99 56.3% 58.3% 2D/E, S1, S2, S3, S4,
S5
1 The existing depth and flow in this row are the recorded maximum flows that are within the ADS flow monitoring report. However, they are potential outliers and may not be representative of the actual max flows. This event occurred on May 3 rd
, 2017, just before 3 pm for less than 30
min. It was the only event of its kind to occur during the 14 day monitoring period. 2 If the above measurement is an outlier and not representative of the MH flows, the following depth and flow should be taken as the existing maximum depth and flow for MH02E. Existing Depth and Flow are obtained from Page 37 of the ADS Providence Saint John’s Health Center Flow Monitoring Report April 20, 2017 – May 3, 2017 found in Appendix D. 3 Additional Proposed Depth calculations can be found in Appendix C.

9.A.e
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Table 4 above assesses the depth of the public sewers during peak sewage generation in the existing condition vs the proposed condition. This study is based on the City of Santa Monica dry weather design criteria which states that the depth to diameter ratio (d/D) for a 12” pipe cannot be greater than 0.5.

Based on this criteria only Manhole 2N will have sufficient capacity for the proposed development sewage generation. Manholes 2E and 5 will be 75.5%/80.5% and 56.3%/58.3% full, respectively under the two analysis options. The City will corroborate this analysis with a wet-weather analysis using their hydraulic model of the City sewer network and using a wet weather design criteria as outlined on page 5 of this report. The City has reviewed this preliminary sewer study and, based on its review of this preliminary sewer study and these results, has indicated that sewer upgrades may be required. For a description of these potential sewer upgrades, please refer to the Proposed Infrastructure Improvements section beginning on page 4.

The table below summarizes the total gross and net sewage generation for each of the two options.

Option Gross Sewage Generation Net Sewage Generation
Option 1 125,261 GPD 108,881 GPD
Option 2 170,538 GPD 154,158 GPD
Baseline Original Phasing
The proposed development of Saint John’s Health Center will be constructed in multiple phases. The Baseline Original option for this phased buildout is constructing buildings S1, S2 and S3 first. The remaining buildings would be constructed in the stages as shown in Table 5. The table shows how the sewer lines would be affected after each subsequent stage has been completed.

As shown in the table below, during the first two stages the pipes along Broadway and Santa Monica Blvd would be less than 69.5% full. The pipe along Santa Monica Blvd would be 76.5% full in Option 1 and 80.5% full in Option 2 after Stage C if the recorded spike at manhole 2E is considered or 52.9% full in Option 1 and 56.9% in Option 2 if the spike is not considered. For all other pipes, the capacity does not exceed 58.3% throughout all of the stages. Supporting calculations can be found in Appendix C.

9.A.e
Packet Pg. 679 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development 700 South Flower Street, Suite 2100 Los Angeles, CA 90017 213.418.0201 kpff.com

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Table 5 – Baseline Original Phasing
Test Site Pipe
Size
Recorded
Existing
Peak
Daily
Sewage
Demand
(GPD)
Existing
Depth
(inches)
Existing
Percent
Full
%
Proposed
Building
Cumulative
Daily
Sewage
Demand
Option 1
(Gross)
(GPD)4,5
Proposed
Building
Cumulative
Daily
Sewage
Demand
Option 2
(Gross)
(GPD)4,5
Demolished
Buildings
Cumulative
Daily
Sewage
Demand
(GPD) 5
Total
Proposed
Daily
Sewage
Demand
Option 1
(Net)
(GPD)
Total
Proposed
Daily
Sewage
Demand
Option 2
(Net)
(GPD)
Additional
Depth from
Proposed
Development
Option 1
(inches) 3
Additional
Depth from
Proposed
Development
Option 2
(inches) 3
Total
Proposed
Depth
Option 1
(inches)
Total
Proposed
Depth
Option 2
(inches)
Percent
Full
Option 1
%
Percent
Full
Option 2
%
Proposed Buildings Being Served
Stage A – Buildings S1/S2/S3
Manhole 5
Broadway 200 FT north of 20th St. 12 in 997,000 4.95 41.3% 42,566 42,566 669 41,897 41,897 1.32 1.32 6.27 6.27 52.3% 52.3% 2D/E, S1, S2, S3, S4, S5 Stage B – Building 2I 6
Manhole 2N 20th St. at Santa
Monica Blvd 12 in 826,000 4.21 35.1% 15,482 15,482 0 15,482 15,482 0.84 0.84 5.05 5.05 42.1% 42.1% 2I Manhole 2E
Santa Monica Blvd at 20th St.
1,7
12 in 1,039,000 8.58 71.5% 0 0 1,651 -1,651 -1,651 -0.24 -0.24 8.34 8.34 69.5% 69.5% 2C, Mullin Café, Saint John’s Cafe Manhole 2E Santa Monica Blvd at
20th St. (w/out outlier)2,7 12in 390,000 5.75 47.9% 0 0 1,651 -1,651 -1,651 -0.24 -0.24 5.51 5.51 45.9% 45.9% 2C, Mullin Café, Saint John’s Cafe Stage C – Building 2C
Manhole 2E
Santa Monica Blvd at 20th St.
1 12 in 1,039,000 8.58 71.5% 8,240 31,740 1,651 6,589 30,089 0.6 1.08 9.18 9.66 76.5% 80.5% 2C, Mullin Café, Saint John’s Cafe Manhole 2E Santa Monica Blvd at
20th St. (w/out outlier)2
12in 390,000 5.75 47.9% 8,240 31,740 1,651 6,589 30,089 0.6 1.08 6.35 6.83 52.9% 56.9% 2C, Mullin Café, Saint John’s Cafe Stage D – Buildings S4 and S5
Manhole 5
Broadway 200 FT north of 20th St. 12 in 997,000 4.95 41.3% 95,834 100,657 13,433 82,401 87,224 1.8 1.8 6.75 6.75 56.3% 56.3% 2D/E, S1, S2, S3, S4, S5 Stage E – Buildings 2D/E, Mullin & SJ Cafe
Manhole 5
Broadway 200 FT north of 20th St. 12 in 997,000 4.95 41.3% 100,819 122,596 14,729 86,090 107,867 1.8 2.04 6.75 6.99 56.3% 58.3% 2D/E, S1, S2, S3, S4, S5 Manhole 2E
Santa Monica Blvd at 20th St.
1 12 in 1,039,000 8.58 71.5% 8,960 32,460 1,651 7,309 30,809 0.6 1.08 9.18 9.66 76.5% 80.5% 2C, Mullin Café, Saint John’s Cafe Manhole 2E Santa Monica Blvd at
20th St. (w/out outlier)2
12in 390,000 5.75 47.9% 8,960 32,460 1,651 7,309 30,809 0.6 1.08 6.35 6.83 52.9% 56.9% 2C, Mullin Café, Saint John’s Cafe 1 The existing depth and flow in this row are the recorded maximum flows that are within the ADS flow monitoring report. However, they are potential outliers and may not be representative of the actual max flows. This event occurred on May 3 rd
, 2017, just before 3 pm for less than 30
min. It was the only event of its kind to occur during the 14 day monitoring period. 2 If the above measurement is an outlier and not representative of the MH flows, the following depth and flow should be taken as the existing maximum depth and flow for MH02E. Existing Depth and Flow are obtained from Page 37 of the ADS Providence Saint John’s Health Center Flow Monitoring Report April 20, 2017 – May 3, 2017 found in Appendix D. 3 Additional Proposed Depth calculations can be found in Appendix C. 4 Proposed Daily Sewage Demand calculations can be found in Appendix B. 5 Throughout each stage, the flow values of the buildings being constructed/demolished in that stage get added to the corresponding manhole values from the previous stages. 6 Building 2I adds flow to manhole 2N. The building being demolished in its place originally adds flow to manhole 2E. 7 The values for total proposed and additional depth are negative because in this stage only a demolished building is affecting the manhole, therefore flow and depth is being removed.

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Baseline Alternate Phasing
As mentioned above, the proposed development of Saint John’s Health Center will be constructed in multiple phases. A second option for this phased buildout is constructing buildings 2C and S2 first and then constructing the remaining buildings in the stages as shown in Table 6. The table demonstrates how the existing sewer lines would be affected after each subsequent stage has been completed.

As shown in the table below, since no existing buildings will be demolished during the first phase of construction the pipe along Santa Monica Blvd would be 76.5% full in Option 1 and 80.5% full in Option 2 if the recorded spike at manhole 2E is considered or 52.9% full in Option 1 and 56.9% full in Option 2 if the spike is not considered. This sewer demand would continue until the existing buildings are demolished as part of Stage B; this stage would remove existing demand from the sewer but the demand is not significant enough to affect the level in the sewer. Supporting calculations can be found in Appendix C.

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Table 6 – Baseline Alternate Phasing
Test Site Pipe
Size
Recorded
Existing
Peak
Daily
Sewage
Demand
(GPD)
Existing
Depth
Existing
Percent
Full
Proposed
Building
Cumulative
Daily Sewage
Demand Option
1 (Gross) (GPD)4
Proposed Building
Cumulative Daily
Sewage Demand
Option 2 (Gross)
(GPD)4
Demolished
Buildings
Cumulative
Daily
Sewage
Demand
(GPD) 4
Total Proposed
Daily Sewage
Demand
Option 1 (Net)
(GPD)
Total Proposed
Daily Sewage
Demand Option
2 (Net) (GPD)
Additional
Depth from
Proposed
Development
Option 1
Additional
Depth from
Proposed
Development
Option 2
Total
Proposed
Depth
Option 1
(inches)
Total
Proposed
Depth
Option 2
(inches)
Percent Full
Option 1
Percent Full
Option 2
Proposed Buildings Served
(inches) % (inches) 3(inches) 3 % %
Stage C – Building 2C and S2
Manhole 2E Santa
Monica Blvd at 20th St.1
12 in 1,039,000 8.58 71.5% 8,240 31,740 0 8,240 31,740 0.6 1.08 9.18 9.66 76.50% 80.50% 2C, Mullin Café, Saint John’s Cafe Manhole 2E Santa
Monica Blvd at 20th St.
(w/out outlier)2
12in 390,000 5.75 47.9% 8,240 31,740 0 8,240 31,740 0.6 1.08 6.35 6.83 52.90% 56.90% 2C, Mullin Café, Saint John’s Cafe Manhole 5 Broadway
200 FT north of 20th St.
12 in 997,000 4.95 41.3% 2,020 2,020 0 2,020 2,020 0.36 0.36 5.31 5.31 44.30% 44.30% 2D/E, S1, S2, S3, S4, S5 Stage A – Buildings S1 and S3
Manhole 5 Broadway
200 FT north of 20th St.
12 in 997,000 4.95 41.3% 42,566 42,566 669 41,897 41,897 1.32 1.32 6.27 6.27 52.30% 52.30% 2D/E, S1, S2, S3, S4, S5 Stage B – Building 2I 5
Manhole 2N 20th St. at
Santa Monica Blvd
12 in 826,000 4.21 35.1% 15,482 15,482 0 15,482 15,482 0.84 0.84 5.05 5.05 42.10% 42.10% 2I Manhole 2E Santa
Monica Blvd at 20th St.1
12 in 1,039,000 8.58 71.5% 8,240 31,740 1,651 6,589 30,089 0.6 1.08 9.18 9.66 76.5% 80.5% 2C, Mullin Café, Saint John’s Cafe Manhole 2E Santa
Monica Blvd at 20th St.
(w/out outlier)2
12in 390,000 5.75 47.9% 8,240 31,740 1,651 6,589 30,089 0.6 1.08 6.35 6.83 52.9% 56.9% 2C, Mullin Café, Saint John’s Cafe Stage D – Buildings S4 and S5
Manhole 5 Broadway
200 FT north of 20th St.
12 in 997,000 4.95 41.3% 97,854 102,677 13,433 84,421 89,244 1.8 2.04 6.63 6.99 55.30% 58.25% 2D/E, S1, S2, S3, S4, S5 Stage E – Buildings 2D/E, Mullin & SJ Cafe
Manhole 5 Broadway
200 FT north of 20th St.
12 in 997,000 4.95 41.3% 100,819 122,596 14,729 86,090 107,867 1.8 2.16 6.75 7.11 56.30% 59.25% 2D/E, S1, S2, S3, S4, S5 Manhole 2E Santa
Monica Blvd at 20th St.1
12 in 1,039,000 8.58 71.5% 8,960 32,460 1,651 7,309 30,809 0.6 1.08 9.18 9.66 76.5% 80.5% 2C, Mullin Café, Saint John’s Cafe Manhole 2E Santa
Monica Blvd at 20th St.
(w/out outlier)2
12in 390,000 5.75 47.9% 8,960 32,460 1,651 7,309 30,809 0.6 1.08 6.35 6.83 52.9% 56.9% 2C, Mullin Café, Saint John’s Cafe 1 The existing depth and flow in this row are the recorded maximum flows that are within the ADS flow monitoring report. However, they are potential outliers and may not be representative of the actual max flows. This event occurred on May 3 rd
, 2017, just before 3 pm for less than 30
min. It was the only event of its kind to occur during the 14 day monitoring period. 2 If the above measurement is an outlier and not representative of the MH flows, the following depth and flow should be taken as the existing maximum depth and flow for MH02E. Existing Depth and Flow are obtained from Page 37 of the ADS Providence Saint John’s Health Center Flow Monitoring Report April 20, 2017 – May 3, 2017 found in Appendix D. 3 Additional Proposed Depth calculations can be found in Appendix C. 4 Throughout each stage, the flow values of the buildings being constructed/demolished in that stage get added to the corresponding manhole values from the previous stages. 5 Building 2I adds flow to manhole 2N. The building being demolished in its place originally adds flow to manhole 2E.

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Packet Pg. 682 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development 700 South Flower Street, Suite 2100 Los Angeles, CA 90017 213.418.0201 kpff.com

APPENDIX A
EXHIBIT 1
EXHIBIT 2

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Packet Pg. 683 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development

SS SS SS SS SS SS SS SS SS SS
The project consists of the removal of the existing 18" PVC sewer line in the north half of 21st Street to accommodate for the proposed subterranean parking of Building S4 . The line will be capped at the extent of the removal. To accept the flow from Building S1 and S3 a new sewer line is proposed in the proposed 20th Place and South Campus West Driveway. The line will connect to an existing Manhole in Santa Monica Blvd, run West along Santa Monica Blvd and turn south along the proposed 20th Place to connect to an existing 12" VCP in Broadway Avenue. The proposed line is essentially parallel to the existing 18" PVC line in 21st Street. It is believed that if the existing 18" PVC flows adequately that the proposed adjacent parallel line in 20th Place should do the same.

During design, it may become infeasible to route the sewage from the south most portion of Building S4 to the North to connect to the existing sewer line in Santa Monica Blvd. If this becomes the case, a sewer line is proposed to run from the south of S4, along SE Driveway and connect into the existing sewer main in Broadway. Prior to the issuance of a building permit for Buildings S3, S4, and 2C, additional sewer monitoring will be required to determine whether additional upgrades are needed. Please see the Proposed Infrastructure Improvements section beginning on page 4. 04-2019 LEGEND:

EXISTING SEWER LINE

PROPOSED RELOCATION OF
SEWER LINE:

POSSIBLE LATERAL LOCATIONS:

SEWER LINE TO BE REMOVED:

POSSIBLE S4 ROUTING:

SS
NOTE: LOCATION OF EXISTING AND PROPOSED SERVICES ARE
APPROXIMATE LOCATIONS AND ARE SCHEMATIC. PLEASE

CONSULT ASBUILTS AND SURVEY FOR MORE ACCURATE
LOCATION. SS SS

SEWER SERVICE

SS SS SS SS SS

SS SS SS
SS SS SS SS SS SS SS SS SS 18" PVC 12" VCP
SS SS
18" PVC
12" VCP

SS SS SS SS SS

SS SS SS SS SS
18" PVC
21" VCP 12" VCP SS SS
SS
SS 21" VCP
Potential need to upgrade portion of 12” VCP.

Please see the Proposed Infrastructure
Improvements section beginning on page 4.

9.A.e
Packet Pg. 684 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development 12" SS

BROADWAY
21ST
STREET
STREET
20TH STREET SANTA MONICA BLVD.

ARIZONA AVENUE
12" SS
18" SS
18" SS
8" SS
8" SS
10" SS
8" SS
12" SS
12" SS 21" SS 12" SS 12" SS
23RD STREET
23RD COURT
MH02N MH02E
MH05
S=0.0050 S=0.0167 S=0.0048 S=0.0051
S=0.0038 CFDC JWCI EXISTING RESIDENTIAL
EXHIBIT "C"

EXISTING SEWAGE DEMAND
DATE: 05/26/2016

SAINT JOHN'S

FOUNDATION

BUILDING

MRI BULIDING
EXHIBIT 2

DEMOLISHED BUILDINGS

SEWAGE DEMAND
DATE: 08/2018
LEGEND:

EXISTING SEWER LINEMANHOLE STRUCTURE:

SS 18" PVC 12" VCP
12" VCP
18" PVC
21" VCP 12" VCP

9.A.e
Packet Pg. 685
Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development 700 South Flower Street, Suite 2100 Los Angeles, CA 90017 213.418.0201 kpff.com

APPENDIX B

SEWAGE GENERATION FACTORS

9.A.e
Packet Pg. 686 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Line FACILITY DESCRIPTION PROPOSED SGF IN GPD BOD SS
No. (mg/l) (mg/l)
1 Acupuncture Office/Clinic 120/1,000 Gr SF 265 275
2 Arcade - Video Games 50/1,000 Gr SF 265 275
3 Auditorium (a) 3/Seat 265 275
4 Auto Parking (a) 20/1,000 Gr SF 265 275
5 Auto Mfg., Service Maintenance (b) Actual 1,260 1,165 6 Bakery 280/1,000 Gr SF 3,020 2,540
7 Bank: Headquarters 120/1,000 Gr SF 265 275
8 Bank: Branch 50/1,000 Gr SF 265 275
9 Ballroom 350/1,000 Gr SF 265 275
10 Banquet Room 350/1,000 Gr SF 265 275
11 Bar: Cocktail, Fixed Set (a) (c) 15/Seat 265 275
12 Bar: Juice, No Baking Facilities (d) 720/1,000 Gr SF 265 275 13 Bar: Juice, with Baking Facilities (d) 720/1,000 Gr SF 265 275 14 Bar: Cocktail, Public Table Area (c) 720/1,000 Gr SF 265 275 15 Barber Shop 120/1,000 Gr SF 265 275
16 Barber Shop (s) 15/Stall 265 275
17 Beauty Parlor 425/1,000 Gr SF 265 275
18 Beauty Parlor (s) 50/Stall 265 275
19 Bldg. Const/Field Office (e) 120/Office 265 275
20 Bowling Alley: Alley, Lanes & Lobby Area 50/1,000 Gr SF 265 275 21 Bowling Facility: Arcade/Bar/Restaurant/Dancing Total Average Average 22 Cafeteria: Fixed Seat 30/Seat 1,000 600
23 Car Wash: Automatic (b) Actual 265 285
24 Car Wash: Coin Operated Bays (b) Actual 265 285
25 Car Wash: Hand Wash (b) Actual 265 285
26 Car Wash: Counter & Sales Area 50/1,000 Gr SF 265 275 27 Chapel: Fixed Seat 3/Seat 265 275
28 Chiropractic Office 120/1,000 Gr SF 265 275
29 Church: Fixed Seat 3/Seat 265 275
30 Church School: Day Care/Elem 9/Occupant 265 275
31 Church School: One Day Use (s) 9/Occupant 265 275
32 Cocktail Lounge: Fixed Seat (f) 15/Seat 265 275
33 Coffee House: No Food Preparation (d) 720/1,000 Gr SF 265 275 34 Coffee House: Pastry Baking Only (d) 720/1,000 Gr SF 265 275 35 Coffee House: Serves Prepared Food (d) 25/Seat 1,000 600 36 Cold Storage: No Sales (g) 30/1,000 Gr SF 265 275
37 Cold Storage: Retail Sales (g) 50/1,000 Gr SF 265 275 38 Comfort Station: Public 80/Fixture 265 275
39 Commercial Use (a) 50/1,000 Gr SF 265 275

SEWERAGE FACILITIES CHARGE

SEWAGE GENERATION FACTOR FOR

RESIDENTIAL AND COMMERCIAL CATEGORIES
EFFECTIVE DATE: April 6, 2012

Page 1 ends

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Packet Pg. 687 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Line FACILITY DESCRIPTION PROPOSED SGF IN GPD BOD SS
No. (mg/l) (mg/l)

SEWERAGE FACILITIES CHARGE

SEWAGE GENERATION FACTOR FOR

RESIDENTIAL AND COMMERCIAL CATEGORIES
EFFECTIVE DATE: April 6, 2012
40 Community Center 3/Occupant 265 275
41 Conference Room of Office Bldg. 120/1,000 Gr SF 265 275 42 Counseling Center (h) 120/1,000 Gr SF 265 275
43 Credit Union 120/1,000 Gr SF 265 275
44 Dairy Average Flow 1,510 325
45 Dairy: Barn Average Flow 1,510 325
46 Dairy: Retail Area 50/1,000 Gr SF 265 275
47 Dancing Area (of Bars or Nightclub) (c) 350/1,000 Gr SF 265 275 48 Dance Studio (i) 50/1,000 Gr SF 265 275
49 Dental Office/Clinic 250/1,000 Gr SF 265 275
50 Doughnut Shop 280/1,000 Gr SF 1,000 600
51 Drug Rehabilitation Center (h) 120/1,000 Gr SF 265 275 52 Equipment Booth 30/1,000 Gr SF 265 275
53 Film Processing (Retail) 50/1,000 Gr SF 265 275
54 Film Processing (Industrial) Actual 265 275
55 Food Processing Plant (b) Actual 2,210 1,450
56 Gas Station: Self Service 100/W.C. 265 275
57 Gas Station: Four Bays Max 430/Station 1,950 1,175
58 Golf Course Facility: Lobby/Office/Restaurant/Bar Total 700 450 59 Gymnasium: Basketball, Volleyball (k) 200/1,000 Gr SF 265 275 60 Hanger (Aircraft) 50/1,000 Gr SF 265 275
61 Health Club/Spa (k) 650/1,000 Gr SF 265 275
62 Homeless Shelter 70/Bed 265 275
63 Hospital 70/Bed 820 1,230
64 Hospital: Convalescent (a) 70/Bed 265 275
65 Hospital: Animal 300/1,000 Gr SF 820 1,230
66 Hospital: Psychiatric 70/Bed 265 275
67 Hospital: Surgical (a) 360/Bed 265 275
68 Hotel: Use Guest Rooms Only (a) 120/Room 265 275
69 Jail 85/Inmate 265 275
70 Kennel: Dog Kennel/Open 100/1,000 Gr SF 265 275
71 Laboratory: Commercial 250/1,000 Gr SF 265 275
72 Laboratory: Industrial Actual 265 275
73 Laundromat 185/Machine 550 370
74 Library: Public Area 50/1,000 Gr SF 265 275
75 Library: Stacks, Storage 30/1,000 Gr SF 265 275
76 Lobby of Retail Area (l) 50/1,000 Gr SF 265 275
77 Lodge Hall 3/Seat 265 275
78 Lounge (l) 50/1,000 Gr SF 265 275

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Packet Pg. 688 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Line FACILITY DESCRIPTION PROPOSED SGF IN GPD BOD SS
No. (mg/l) (mg/l)

SEWERAGE FACILITIES CHARGE

SEWAGE GENERATION FACTOR FOR

RESIDENTIAL AND COMMERCIAL CATEGORIES
EFFECTIVE DATE: April 6, 2012
79 Machine Shop (No Industrial Waste Permit Required) (b) 50/1,000 Gr SF 265 275 80 Machine Shop (Industrial) Actual 265 275
81 Mfg or Industrial Facility (No IW Permit Required) (b) 50/1,000 Gr SF 265 275 82 Mfg or Industrial Facility (Industrial) Actual 265 275 83 Massage Parlor 250/1,000 Gr SF 265 275
84 Medical Building (a) 225/1,000 Gr SF 265 275
85 Medical: Lab in Hospital 250/1,000 Gr SF 340 275
86 Medical Office/Clinic 250/1,000 Gr SF 265 275
87 Mini-Mall (No Food) 50/1,000 Gr SF 265 275
88 Mortuary: Chapel 3/Seat 265 275
89 Mortuary: Embalming 300/1,000 Gr SF 800 800
90 Mortuary: Living Area 50/1,000 Gr SF 265 275
91 Motel: Use Guest Room Only (a) 120/Room 265 275
92 Museum: All Area 30/1,000 Gr SF 265 275
93 Museum: Office Over 15% 120/1,000 Gr SF 265 275
94 Museum: Sales Area 50/1,000 Gr SF 265 275
95 Office Building (a) 120/1,000 Gr SF 265 275
96 Office Bldg w/Cooling Tower 170/1,000 Gr SF 265 275
97 Plating Plant (No IW Permit Required) (b) 50/1,000 Gr SF 265 275 98 Plating Plant (Industrial) (b) Actual 265 275
99 Pool Hall (No Alcohol) 50/1,000 Gr SF 265 275
100 Post Office: Full Service (m) 120/1,000 Gr SF 265 275 101 Post Office: Private Mail Box Rental 50/1,000 Gr SF 265 275 102 Prisons 175/Inmate 265 275
103 Residential Dorm: College or Residential (n) 70/Student 265 275 104 Residential: Boarding House 70/Bed 265 275
105 Residential: Apt - Bachelor (a) 75/DU 265 275
106 Residential: Apt - 1 BDR (a) (o) 110/DU 265 275
107 Residential: Apt - 2 BDR (a) (o) 150/DU 265 275
108 Residential: Apt - 3 BDR (a) (o) 190/DU 265 275
109 Residential: Apt - >3 BDR (o) 40/BDR 265 275
110 Residential: Condo - 1 BDR (o) 110/DU 265 275
111 Residential: Condo - 2 BDR (o) 150/DU 265 275
112 Residential: Condo - 3 BDR (o) 190/DU 265 275
113 Residential: Condo - >3 BDR (o) 40/BDR 265 275
114 Residential: Duplex/Townhouse - 1 BR (o) 110/DU 265 275 115 Residential: Duplex/Townhouse - 2 BR (o) 150/DU 265 275 116 Residential: Duplex/Townhouse - 3 BR (o) 190/DU 265 275 117 Residential: Duplex/Townhouse - >3 BR (o) 40/BDR 265 275

Page 3 ends

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Packet Pg. 689 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Line FACILITY DESCRIPTION PROPOSED SGF IN GPD BOD SS
No. (mg/l) (mg/l)

SEWERAGE FACILITIES CHARGE

SEWAGE GENERATION FACTOR FOR

RESIDENTIAL AND COMMERCIAL CATEGORIES
EFFECTIVE DATE: April 6, 2012
118 Residential: SFD - 1 BR (o) 140/DU 265 275
119 Residential: SFD - 2 BR (o) 185/DU 265 275
120 Residential: SFD - 3 BR (o) 230/DU 265 275
121 Residential: SFD - >3 BR (o) 45/BDR 265 275
122 Residential Room Addition: Bedroom (o) 45/BDR 265 275 123 Residential Room Conversion: Into a Bedroom (o) 45/BDR 265 275 124 Residential: Mobile Home Same as Apt 265 275
125 Residential: Artist (2/3 Area) 75/DU 265 275
126 Residential: Artist Residence 75/DU 265 275
127 Residential: Guest Home w/ Kitchen Same as Apt 265 275 128 Residential: Guest Home w/o Kitchen 45/BDR 265 275
129 Rest Home 70/Bed 555 490
130 Restaurant: Drive-In 50/Stall 1000 600
131 Restaurant: Drive-In Seating Area 25/Seat 1000 600
132 Restaurant: Fast Food Indoor Seat 25/Seat 1000 600
133 Restaurant: Fast Food Outdoor Seat 25/Seat 1000 600 134 Restaurant: Full Service Indoor Seat (a) 30/Seat 1000 600 135 Restaurant: Full Service Outdoor Seat 30/Seat 1000 600 136 Restaurant: Take Out 300/1,000 Gr SF 1000 600
137 Retail Area (greater than 100,000 SF) 50/1,000 Gr SF 265 275 138 Retail Area (less than 100,000 SF) 25/1,000 Gr SF 265 275 139 Rifle Range: Shooting Stalls/Lanes, Lobby 50/1,000 Gr SF 265 275 140 Rifle Range Facility: Bar/Restaurant Total Average Average 141 School: Arts/Dancing/Music (i) 11/Student 265 275
142 School: Elementary/Jr. High (a) (p) 9/Student 265 275 143 School: High School (a) (p) 11/Student 265 275
144 School: Kindergarten (s) 9/Student 265 275
145 School: Martial Arts (i) 9/Student 265 275
146 School: Nursery-Day Care (p) 9/Child 265 275
147 School: Special Class (p) 9/Student 265 275
148 School: Trade or Vocational (p) 11/Student 265 275
149 School: Training (p) 11/Student 265 275
150 School: University/College (a) (p) 16/Student 265 275 151 School: Dormitory (a) (n) 70/Student 265 275
152 School: Stadium, Pavilion 3/Seat 265 275
153 Spa/Jacuzzi (Commercial with backwash filters) Total 265 275 154 Storage: Building/Warehouse 30/1,000 Gr SF 265 275
155 Storage: Self-Storage Bldg 30/1,000 Gr SF 265 275
156 Store: Ice Cream/Yogurt 25/1,000 Gr SF 1000 600

Page 4 ends

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Packet Pg. 690 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Line FACILITY DESCRIPTION PROPOSED SGF IN GPD BOD SS
No. (mg/l) (mg/l)

SEWERAGE FACILITIES CHARGE

SEWAGE GENERATION FACTOR FOR

RESIDENTIAL AND COMMERCIAL CATEGORIES
EFFECTIVE DATE: April 6, 2012
157 Store: Retail (l) 50/1,000 Gr SF 265 275
158 Studio: Film/TV - Audience Viewing Room (q) 3/Seat 265 275 159 Studio: Film/TV - Regular Use Indoor Filming Area (q) 50/1,000 Gr SF 265 275 160 Studio: Film/TV - Ind. Use Film Process/Machine Shop (q) 50/1,000 Gr SF 265 275 161 Studio: Film/TV - Ind. Use Film Process/Machine Shop Total 265 275 162 Studio: Recording 50/1,000 Gr SF 265 275
163 Swimming Pool (Commercial with backwash filters) Total 265 275 164 Tanning Salon: Independent, No Shower (r) 50/1,000 Gr SF 265 275 165 Tanning Salon: Within a Health Spa/Club 640/1,000 Gr SF 265 275 166 Theater: Drive-In 6/Vehicle 265 275
167 Theater: Live/Music/Opera 3/Seat 265 275
168 Theater: Cinema 3/Seat 265 275
169 Tract: Commercial/Residential 1/Acre 265 275
170 Trailer: Const/Field Office (e) 120/Office 265 275
171 Veterinary Clinic/Office 250/1,000 Gr SF 265 275
172 Warehouse 30/1,000 Gr SF 265 275
173 Warehouse w/ Office Total 265 275
174 Waste Dump: Recreational 400/Station 2650 2750
175 Wine Tasting Room: Kitchen 200/1,000 Gr SF 265 275
176 Wine Tasting Room: All Area 50/1,000 Gr SF 265 275

Page 5 ends

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Packet Pg. 691 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development 1 FOOTNOTES TO SGFs TABLE
(a) SFC rates for these facilities have historically been published in SFC ordinances. (b) Bureau of Sanitation will determine the flow based on the information given by applicants for facilities with industrial discharge. The flow will be redetermined by Sanitation inspectors annually based on water bills. If the actual flow exceeds the previous year’s determined flow, the applicants will be charged for the difference.

If this type of facility is exempt from an industrial discharge permit, only the domestic SFC will be assessed.
(c) The SFC for a bar shall be the sum of SFC's for all areas based on the SGF for each area (ex. fixed seat area, public table area, dancing area). (d) The determination of SGF for juice bars and coffee houses previously depended on the extent of the actual food preparation in house, not by the types of food provided. Food is assumed to be prepared offsite and as such, the three prior subcategories have been consolidated.
1) SGF for no pastry baking and no food preparation is 720 gpd/1000 gr.sq.ft. 2) SGF for pastry baking only and no food preparation is 720 gpd/1000 gr.sq.ft. 3) SGF for complete food preparation is 25 gpd/seat, the same as a fast food restaurant.

Juice bars and coffee houses do not serve any alcoholic drinks. (e) Building construction includes trailers, field offices, etc. (f) Cocktail lounge usually does not serve prepared food. (g) Cold storage facilities are categorized as follow:
1) No Sales - the cold storage facility is used only for temporary storage, no selling is involved. For example, cold storage facilities at the harbor temporarily store seafood until it is distributed.
2) Cold storage w/ retail sales - the primary function of this facility is to support the wholesale/retail operation of a store, such as supermarket freezers, refrigerators, etc.
(h) Counseling centers include marriage counseling centers, alcohol/drug rehabilitation /dependency centers, nutrition centers, diet centers, etc.

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Packet Pg. 692 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development 2 (i) Part-time basis schools or dance studios should be charged as retail area - 50 gpd /1000 gr.sq.ft. Full-time basis schools should be charged by the number of students. (j) Domestic waste is estimated at 50 gpd/1,000 square feet in addition to total process flow. (k) Bureau of Sanitation will determine if an industrial permit is needed for health spas. The first year flow is based on 650 gpd/1000 gr.sq.ft., and the Sanitation inspectors will redetermine the flow annually based on water bill from the previous year. The applicants are responsible for paying the difference of SFC.

Health club/spa includes lobby area, workout floors, aerobic rooms, swimming pools, Jacuzzi, sauna, locker rooms, showers, and restrooms. If a health club/spa has a gymnasium type of facility, this portion should be charged separately at the gymnasium SFC rate.

Gymnasiums include basketball court, volleyball court, and any other large open space with low occupancy density.
(l) Lobby of retail includes lounges, holding rooms, or waiting area, etc. (m) Full service post offices include U.S. Postal Service, UPS, Federal Express, DHL, and etc.
(n) The SGF for a college dormitory based on student capacity also includes the SGF for the dormitory cafeterias.
(o) A bedroom is defined as an enclosed subdivision with 50 sq.ft. or more floor area in a residential building commonly used for sleeping purpose, and is partitioned off to form a habitable room.
(p) The SGF for schools based on the student capacity, covers the following facilities:
1) classrooms and lecture halls
2) professors' offices
3) administration offices
4) laboratories for classes or research
5) libraries
6) bookstores
7) student/professor lounges
8) school cafeterias
9) warehouses and storage areas
10) auditoriums
11) gymnasiums
12) restrooms

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Packet Pg. 693 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development 3 It does not include water used by schools for swimming pools. When a school files an application for addition of any of the foregoing facilities, the student population will be reassessed and the total gpd for the new facility will be based on the number of students increased since the last SFC was paid or when the City implemented the SFC for the first time. The SFC for any school facility (ex. stadium, dormitory, etc.) not listed above, will be based on the designated SGF for that category.
(q) The SFC for a TV or motion picture studio shall be the sum of SFC's for different facilities in the studio, based on the SGF for each facility. A studio may include one or more of the following facilities: audience viewing room, filming room, film processing, storage area, etc.
(r) No independent tanning salons with shower were encountered during 1996 survey. (s) Alternative basis of charge for City’s consideration. The prior square footage basis is also presented should the City decide to continue charging on that basis.

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Packet Pg. 694 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development 700 South Flower Street, Suite 2100 Los Angeles, CA 90017 213.418.0201 kpff.com

APPENDIX C

ADDITIONAL PROPOSED DEPTH CALCULATIONS

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Packet Pg. 695 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Discharge
Input Data
Roughness Coefficient 0.015
Channel Slope 0.01360 ft/ft
Normal Depth 1.00 ft
Diameter 1.00 ft
Results
Discharge 2327208.95 gal/day
Flow Area 0.79 ft²
Wetted Perimeter 3.14 ft
Hydraulic Radius 0.25 ft
Top Width 0.00 ft
Critical Depth 0.81 ft
Percent Full 100.0 %
Critical Slope 0.01390 ft/ft
Velocity 4.58 ft/s
Velocity Head 0.33 ft
Specific Energy 1.33 ft
Froude Number 0.00
Maximum Discharge 3.87 ft³/s
Discharge Full 3.60 ft³/s
Slope Full 0.01360 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 100.00 %
Downstream Velocity Infinity ft/s
Capacity of Existing 12" Line in 20th Street (S = 1.36%) 9/19/2017 4:18:03 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

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Packet Pg. 696 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 1.00 ft
Critical Depth 0.81 ft
Channel Slope 0.01360 ft/ft
Critical Slope 0.01390 ft/ft
Capacity of Existing 12" Line in 20th Street (S = 1.36%) 9/19/2017 4:18:03 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

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Packet Pg. 697 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Discharge
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Normal Depth 1.00 ft
Diameter 1.00 ft
Results
Discharge 1693293.23 gal/day
Flow Area 0.79 ft²
Wetted Perimeter 3.14 ft
Hydraulic Radius 0.25 ft
Top Width 0.00 ft
Critical Depth 0.69 ft
Percent Full 100.0 %
Critical Slope 0.01051 ft/ft
Velocity 3.34 ft/s
Velocity Head 0.17 ft
Specific Energy 1.17 ft
Froude Number 0.00
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00720 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 100.00 %
Downstream Velocity Infinity ft/s
Existing Capacity of 12" line in Santa Monica Blvd (S=0.72%) 9/19/2017 4:21:11 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

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Packet Pg. 698 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 1.00 ft
Critical Depth 0.69 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.01051 ft/ft
Existing Capacity of 12" line in Santa Monica Blvd (S=0.72%) 9/19/2017 4:21:11 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

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Packet Pg. 699 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Discharge
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Normal Depth 1.00 ft
Diameter 1.00 ft
Results
Discharge 1669609.64 gal/day
Flow Area 0.79 ft²
Wetted Perimeter 3.14 ft
Hydraulic Radius 0.25 ft
Top Width 0.00 ft
Critical Depth 0.69 ft
Percent Full 100.0 %
Critical Slope 0.01042 ft/ft
Velocity 3.29 ft/s
Velocity Head 0.17 ft
Specific Energy 1.17 ft
Froude Number 0.00
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00700 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 100.00 %
Downstream Velocity Infinity ft/s
Existing Capacity of 12" Line in Broadway (S=0.7%)
9/19/2017 4:22:26 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

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Packet Pg. 700 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 1.00 ft
Critical Depth 0.69 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.01042 ft/ft
Existing Capacity of 12" Line in Broadway (S=0.7%)
9/19/2017 4:22:26 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

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Packet Pg. 701 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 1323.00 gal/day
Results
Normal Depth 0.02 ft
Flow Area 0.00 ft²
Wetted Perimeter 0.29 ft
Hydraulic Radius 0.01 ft
Top Width 0.29 ft
Critical Depth 0.02 ft
Percent Full 2.2 %
Critical Slope 0.01466 ft/ft
Velocity 0.49 ft/s
Velocity Head 0.00 ft
Specific Energy 0.03 ft
Froude Number 0.72
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 2.16 %
Downstream Velocity Infinity ft/s
Proposed Flow to MH2E - Option 1
11/29/2017 2:25:48 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

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Packet Pg. 702 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.02 ft
Critical Depth 0.02 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.01466 ft/ft
Proposed Flow to MH2E - Option 1
11/29/2017 2:25:48 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

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Packet Pg. 703 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 24823.00 gal/day
Results
Normal Depth 0.08 ft
Flow Area 0.03 ft²
Wetted Perimeter 0.59 ft
Hydraulic Radius 0.05 ft
Top Width 0.56 ft
Critical Depth 0.08 ft
Percent Full 8.4 %
Critical Slope 0.00935 ft/ft
Velocity 1.21 ft/s
Velocity Head 0.02 ft
Specific Energy 0.11 ft
Froude Number 0.89
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 8.44 %
Downstream Velocity Infinity ft/s
Proposed Flow to MH 2E - Option 2
11/29/2017 2:27:28 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

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Packet Pg. 704 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.08 ft
Critical Depth 0.08 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.00935 ft/ft
Proposed Flow to MH 2E - Option 2
11/29/2017 2:27:28 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

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Packet Pg. 705 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00500 ft/ft
Diameter 1.00 ft
Discharge 15482.00 gal/day
Results
Normal Depth 0.07 ft
Flow Area 0.03 ft²
Wetted Perimeter 0.55 ft
Hydraulic Radius 0.05 ft
Top Width 0.52 ft
Critical Depth 0.06 ft
Percent Full 7.4 %
Critical Slope 0.00984 ft/ft
Velocity 0.92 ft/s
Velocity Head 0.01 ft
Specific Energy 0.09 ft
Froude Number 0.73
Maximum Discharge 2.35 ft³/s
Discharge Full 2.18 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 7.35 %
Downstream Velocity Infinity ft/s
Proposed Flow to MH 2N - Option 1 & 2
11/29/2017 2:37:54 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

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Packet Pg. 706 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.07 ft
Critical Depth 0.06 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.00984 ft/ft
Proposed Flow to MH 2N - Option 1 & 2
11/29/2017 2:37:54 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

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Packet Pg. 707 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 84591.00 gal/day
Results
Normal Depth 0.15 ft
Flow Area 0.08 ft²
Wetted Perimeter 0.80 ft
Hydraulic Radius 0.09 ft
Top Width 0.72 ft
Critical Depth 0.15 ft
Percent Full 15.3 %
Critical Slope 0.00810 ft/ft
Velocity 1.72 ft/s
Velocity Head 0.05 ft
Specific Energy 0.20 ft
Froude Number 0.93
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00002 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 15.31 %
Downstream Velocity Infinity ft/s
Proposed Flow to MH5 - Option 1
12/8/2017 2:56:13 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

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Packet Pg. 708 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.15 ft
Critical Depth 0.15 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00810 ft/ft
Proposed Flow to MH5 - Option 1
12/8/2017 2:56:13 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

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Packet Pg. 709 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 106368.00 gal/day
Results
Normal Depth 0.17 ft
Flow Area 0.09 ft²
Wetted Perimeter 0.85 ft
Hydraulic Radius 0.10 ft
Top Width 0.75 ft
Critical Depth 0.17 ft
Percent Full 17.1 %
Critical Slope 0.00793 ft/ft
Velocity 1.84 ft/s
Velocity Head 0.05 ft
Specific Energy 0.22 ft
Froude Number 0.94
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00003 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 17.10 %
Downstream Velocity Infinity ft/s
Proposed Flow to MH5 - Option 2
12/8/2017 2:57:02 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

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Packet Pg. 710 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.17 ft
Critical Depth 0.17 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00793 ft/ft
Proposed Flow to MH5 - Option 2
12/8/2017 2:57:02 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

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Packet Pg. 711 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 41897.00 gal/day
Results
Normal Depth 0.11 ft
Flow Area 0.05 ft²
Wetted Perimeter 0.67 ft
Hydraulic Radius 0.07 ft
Top Width 0.62 ft
Critical Depth 0.10 ft
Percent Full 10.9 %
Critical Slope 0.00878 ft/ft
Velocity 1.39 ft/s
Velocity Head 0.03 ft
Specific Energy 0.14 ft
Froude Number 0.90
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 10.92 %
Downstream Velocity Infinity ft/s
Baseline Phasing - Stage A - MH5
11/29/2017 5:01:46 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 712 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.11 ft
Critical Depth 0.10 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00878 ft/ft
Baseline Phasing - Stage A - MH5
11/29/2017 5:01:46 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 713 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 7637.00 gal/day
Results
Normal Depth 0.05 ft
Flow Area 0.01 ft²
Wetted Perimeter 0.44 ft
Hydraulic Radius 0.03 ft
Top Width 0.43 ft
Critical Depth 0.04 ft
Percent Full 4.9 %
Critical Slope 0.01094 ft/ft
Velocity 0.84 ft/s
Velocity Head 0.01 ft
Specific Energy 0.06 ft
Froude Number 0.82
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 4.86 %
Downstream Velocity Infinity ft/s
Baseline Phasing - Stage B - MH 2E
11/29/2017 5:06:42 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 714 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.05 ft
Critical Depth 0.04 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.01094 ft/ft
Baseline Phasing - Stage B - MH 2E
11/29/2017 5:06:42 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 715 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00500 ft/ft
Diameter 1.00 ft
Discharge 15482.00 gal/day
Results
Normal Depth 0.07 ft
Flow Area 0.03 ft²
Wetted Perimeter 0.55 ft
Hydraulic Radius 0.05 ft
Top Width 0.52 ft
Critical Depth 0.06 ft
Percent Full 7.4 %
Critical Slope 0.00984 ft/ft
Velocity 0.92 ft/s
Velocity Head 0.01 ft
Specific Energy 0.09 ft
Froude Number 0.73
Maximum Discharge 2.35 ft³/s
Discharge Full 2.18 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 7.35 %
Downstream Velocity Infinity ft/s
Baseline Phasing - Stage B - MH 2N
11/29/2017 5:02:41 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 716 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.07 ft
Critical Depth 0.06 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.00984 ft/ft
Baseline Phasing - Stage B - MH 2N
11/29/2017 5:02:41 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 717 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 603.00 gal/day
Results
Normal Depth 0.01 ft
Flow Area 0.00 ft²
Wetted Perimeter 0.25 ft
Hydraulic Radius 0.01 ft
Top Width 0.24 ft
Critical Depth 0.01 ft
Percent Full 1.5 %
Critical Slope 0.01604 ft/ft
Velocity 0.38 ft/s
Velocity Head 0.00 ft
Specific Energy 0.02 ft
Froude Number 0.68
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 1.50 %
Downstream Velocity Infinity ft/s
Baseline Phasing - Stage C - MH2E - Option 1
11/29/2017 5:42:39 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 718 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.01 ft
Critical Depth 0.01 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.01604 ft/ft
Baseline Phasing - Stage C - MH2E - Option 1
11/29/2017 5:42:39 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 719 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 24103.00 gal/day
Results
Normal Depth 0.08 ft
Flow Area 0.03 ft²
Wetted Perimeter 0.59 ft
Hydraulic Radius 0.05 ft
Top Width 0.55 ft
Critical Depth 0.08 ft
Percent Full 8.3 %
Critical Slope 0.00938 ft/ft
Velocity 1.20 ft/s
Velocity Head 0.02 ft
Specific Energy 0.11 ft
Froude Number 0.89
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 8.32 %
Downstream Velocity Infinity ft/s
Baseline Phasing - Stage C - MH2E - Option 2E
11/29/2017 5:44:01 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 720 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.08 ft
Critical Depth 0.08 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.00938 ft/ft
Baseline Phasing - Stage C - MH2E - Option 2E
11/29/2017 5:44:01 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 721 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 80901.00 gal/day
Results
Normal Depth 0.15 ft
Flow Area 0.07 ft²
Wetted Perimeter 0.79 ft
Hydraulic Radius 0.09 ft
Top Width 0.71 ft
Critical Depth 0.14 ft
Percent Full 15.0 %
Critical Slope 0.00818 ft/ft
Velocity 1.70 ft/s
Velocity Head 0.04 ft
Specific Energy 0.19 ft
Froude Number 0.93
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00002 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 14.98 %
Downstream Velocity Infinity ft/s
Baseline Original - Stage D Option 1
12/8/2017 9:42:37 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 722 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.15 ft
Critical Depth 0.14 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00818 ft/ft
Baseline Original - Stage D Option 1
12/8/2017 9:42:37 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 723 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 85724.00 gal/day
Results
Normal Depth 0.15 ft
Flow Area 0.08 ft²
Wetted Perimeter 0.81 ft
Hydraulic Radius 0.10 ft
Top Width 0.72 ft
Critical Depth 0.15 ft
Percent Full 15.4 %
Critical Slope 0.00808 ft/ft
Velocity 1.73 ft/s
Velocity Head 0.05 ft
Specific Energy 0.20 ft
Froude Number 0.93
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00002 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 15.40 %
Downstream Velocity Infinity ft/s
Baseline Original - Stage D - 5 - Option 2
12/8/2017 9:44:42 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 724 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.15 ft
Critical Depth 0.15 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00808 ft/ft
Baseline Original - Stage D - 5 - Option 2
12/8/2017 9:44:42 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 725 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 1323.00 gal/day
Results
Normal Depth 0.02 ft
Flow Area 0.00 ft²
Wetted Perimeter 0.29 ft
Hydraulic Radius 0.01 ft
Top Width 0.29 ft
Critical Depth 0.02 ft
Percent Full 2.2 %
Critical Slope 0.01466 ft/ft
Velocity 0.49 ft/s
Velocity Head 0.00 ft
Specific Energy 0.03 ft
Froude Number 0.72
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 2.16 %
Downstream Velocity Infinity ft/s
Baseline Phasing - Stage E - MH 2E - Option 1
11/29/2017 5:45:39 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 726 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.02 ft
Critical Depth 0.02 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.01466 ft/ft
Baseline Phasing - Stage E - MH 2E - Option 1
11/29/2017 5:45:39 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 727 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 24823.00 gal/day
Results
Normal Depth 0.08 ft
Flow Area 0.03 ft²
Wetted Perimeter 0.59 ft
Hydraulic Radius 0.05 ft
Top Width 0.56 ft
Critical Depth 0.08 ft
Percent Full 8.4 %
Critical Slope 0.00935 ft/ft
Velocity 1.21 ft/s
Velocity Head 0.02 ft
Specific Energy 0.11 ft
Froude Number 0.89
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 8.44 %
Downstream Velocity Infinity ft/s
Baseline Phasing - Stage E - MH2E - Option 2
11/29/2017 5:46:44 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 728 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.08 ft
Critical Depth 0.08 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.00935 ft/ft
Baseline Phasing - Stage E - MH2E - Option 2
11/29/2017 5:46:44 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 729 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 84591.00 gal/day
Results
Normal Depth 0.15 ft
Flow Area 0.08 ft²
Wetted Perimeter 0.80 ft
Hydraulic Radius 0.09 ft
Top Width 0.72 ft
Critical Depth 0.15 ft
Percent Full 15.3 %
Critical Slope 0.00810 ft/ft
Velocity 1.72 ft/s
Velocity Head 0.05 ft
Specific Energy 0.20 ft
Froude Number 0.93
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00002 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 15.31 %
Downstream Velocity Infinity ft/s
Baseline Original - Stage E - MH5 - Option 1
12/8/2017 9:57:13 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 730 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.15 ft
Critical Depth 0.15 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00810 ft/ft
Baseline Original - Stage E - MH5 - Option 1
12/8/2017 9:57:13 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 731 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 106369.00 gal/day
Results
Normal Depth 0.17 ft
Flow Area 0.09 ft²
Wetted Perimeter 0.85 ft
Hydraulic Radius 0.10 ft
Top Width 0.75 ft
Critical Depth 0.17 ft
Percent Full 17.1 %
Critical Slope 0.00793 ft/ft
Velocity 1.84 ft/s
Velocity Head 0.05 ft
Specific Energy 0.22 ft
Froude Number 0.94
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00003 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 17.10 %
Downstream Velocity Infinity ft/s
Baseline Original - Stage E - MH5 -Option 2
12/8/2017 10:01:25 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 732 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.17 ft
Critical Depth 0.17 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00793 ft/ft
Baseline Original - Stage E - MH5 -Option 2
12/8/2017 10:01:25 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 733 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 8240.00 gal/day
Results
Normal Depth 0.05 ft
Flow Area 0.01 ft²
Wetted Perimeter 0.45 ft
Hydraulic Radius 0.03 ft
Top Width 0.44 ft
Critical Depth 0.05 ft
Percent Full 5.0 %
Critical Slope 0.01069 ft/ft
Velocity 0.86 ft/s
Velocity Head 0.01 ft
Specific Energy 0.06 ft
Froude Number 0.82
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 5.03 %
Downstream Velocity Infinity ft/s
Alternate Phasing - Stage C - MH2E- Option 1
11/29/2017 5:49:22 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 734 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.05 ft
Critical Depth 0.05 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.01069 ft/ft
Alternate Phasing - Stage C - MH2E- Option 1
11/29/2017 5:49:22 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 735 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 31740.00 gal/day
Results
Normal Depth 0.09 ft
Flow Area 0.04 ft²
Wetted Perimeter 0.63 ft
Hydraulic Radius 0.06 ft
Top Width 0.59 ft
Critical Depth 0.09 ft
Percent Full 9.5 %
Critical Slope 0.00904 ft/ft
Velocity 1.30 ft/s
Velocity Head 0.03 ft
Specific Energy 0.12 ft
Froude Number 0.90
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 9.48 %
Downstream Velocity Infinity ft/s
Alternate Phasing - Stage C - MH 2E - Option 2
11/29/2017 5:51:09 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 736 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.09 ft
Critical Depth 0.09 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.00904 ft/ft
Alternate Phasing - Stage C - MH 2E - Option 2
11/29/2017 5:51:09 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 737 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 2020.00 gal/day
Results
Normal Depth 0.03 ft
Flow Area 0.01 ft²
Wetted Perimeter 0.33 ft
Hydraulic Radius 0.02 ft
Top Width 0.32 ft
Critical Depth 0.02 ft
Percent Full 2.6 %
Critical Slope 0.01325 ft/ft
Velocity 0.56 ft/s
Velocity Head 0.00 ft
Specific Energy 0.03 ft
Froude Number 0.74
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 2.62 %
Downstream Velocity Infinity ft/s
Alternate Phasing - Stage C - MH5
11/29/2017 5:56:04 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 738 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.03 ft
Critical Depth 0.02 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.01325 ft/ft
Alternate Phasing - Stage C - MH5
11/29/2017 5:56:04 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 739 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 41897.00 gal/day
Results
Normal Depth 0.11 ft
Flow Area 0.05 ft²
Wetted Perimeter 0.67 ft
Hydraulic Radius 0.07 ft
Top Width 0.62 ft
Critical Depth 0.10 ft
Percent Full 10.9 %
Critical Slope 0.00878 ft/ft
Velocity 1.39 ft/s
Velocity Head 0.03 ft
Specific Energy 0.14 ft
Froude Number 0.90
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 10.92 %
Downstream Velocity Infinity ft/s
Alternate Phasing- Stage A - MH 5
11/29/2017 5:57:45 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 740 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.11 ft
Critical Depth 0.10 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00878 ft/ft
Alternate Phasing- Stage A - MH 5
11/29/2017 5:57:45 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 741 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 603.00 gal/day
Results
Normal Depth 0.01 ft
Flow Area 0.00 ft²
Wetted Perimeter 0.25 ft
Hydraulic Radius 0.01 ft
Top Width 0.24 ft
Critical Depth 0.01 ft
Percent Full 1.5 %
Critical Slope 0.01604 ft/ft
Velocity 0.38 ft/s
Velocity Head 0.00 ft
Specific Energy 0.02 ft
Froude Number 0.68
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 1.50 %
Downstream Velocity Infinity ft/s
Alternate Phasing - Stage B - MH 2E - Option 1
11/29/2017 6:02:46 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 742 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.01 ft
Critical Depth 0.01 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.01604 ft/ft
Alternate Phasing - Stage B - MH 2E - Option 1
11/29/2017 6:02:46 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 743 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 24103.00 gal/day
Results
Normal Depth 0.08 ft
Flow Area 0.03 ft²
Wetted Perimeter 0.59 ft
Hydraulic Radius 0.05 ft
Top Width 0.55 ft
Critical Depth 0.08 ft
Percent Full 8.3 %
Critical Slope 0.00938 ft/ft
Velocity 1.20 ft/s
Velocity Head 0.02 ft
Specific Energy 0.11 ft
Froude Number 0.89
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 8.32 %
Downstream Velocity Infinity ft/s
Alternate Phasing - Stage B - MH 2E - Option 2
11/29/2017 6:03:56 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 744 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.08 ft
Critical Depth 0.08 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.00938 ft/ft
Alternate Phasing - Stage B - MH 2E - Option 2
11/29/2017 6:03:56 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 745 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00500 ft/ft
Diameter 1.00 ft
Discharge 15482.00 gal/day
Results
Normal Depth 0.07 ft
Flow Area 0.03 ft²
Wetted Perimeter 0.55 ft
Hydraulic Radius 0.05 ft
Top Width 0.52 ft
Critical Depth 0.06 ft
Percent Full 7.4 %
Critical Slope 0.00984 ft/ft
Velocity 0.92 ft/s
Velocity Head 0.01 ft
Specific Energy 0.09 ft
Froude Number 0.73
Maximum Discharge 2.35 ft³/s
Discharge Full 2.18 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 7.35 %
Downstream Velocity Infinity ft/s
Alternate Phasing - Stage B - MH2N
11/29/2017 6:01:00 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 746 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.07 ft
Critical Depth 0.06 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.00984 ft/ft
Alternate Phasing - Stage B - MH2N
11/29/2017 6:01:00 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 747 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 80901.00 gal/day
Results
Normal Depth 0.15 ft
Flow Area 0.07 ft²
Wetted Perimeter 0.79 ft
Hydraulic Radius 0.09 ft
Top Width 0.71 ft
Critical Depth 0.14 ft
Percent Full 15.0 %
Critical Slope 0.00818 ft/ft
Velocity 1.70 ft/s
Velocity Head 0.04 ft
Specific Energy 0.19 ft
Froude Number 0.93
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00002 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 14.98 %
Downstream Velocity Infinity ft/s
Baseline Alternate - Stage D - MH5 - Option 1
12/8/2017 10:06:43 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 748 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.15 ft
Critical Depth 0.14 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00818 ft/ft
Baseline Alternate - Stage D - MH5 - Option 1
12/8/2017 10:06:43 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 749 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 85724.00 gal/day
Results
Normal Depth 0.15 ft
Flow Area 0.08 ft²
Wetted Perimeter 0.81 ft
Hydraulic Radius 0.10 ft
Top Width 0.72 ft
Critical Depth 0.15 ft
Percent Full 15.4 %
Critical Slope 0.00808 ft/ft
Velocity 1.73 ft/s
Velocity Head 0.05 ft
Specific Energy 0.20 ft
Froude Number 0.93
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00002 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 15.40 %
Downstream Velocity Infinity ft/s
Baseline Alternate - Stage D - MH5 - Option 2
12/8/2017 10:05:41 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 750 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.15 ft
Critical Depth 0.15 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00808 ft/ft
Baseline Alternate - Stage D - MH5 - Option 2
12/8/2017 10:05:41 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 751 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 1323.00 gal/day
Results
Normal Depth 0.02 ft
Flow Area 0.00 ft²
Wetted Perimeter 0.29 ft
Hydraulic Radius 0.01 ft
Top Width 0.29 ft
Critical Depth 0.02 ft
Percent Full 2.2 %
Critical Slope 0.01466 ft/ft
Velocity 0.49 ft/s
Velocity Head 0.00 ft
Specific Energy 0.03 ft
Froude Number 0.72
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 2.16 %
Downstream Velocity Infinity ft/s
Alternate Phasing - Stage E - MH 2E - Option 1
11/29/2017 6:27:10 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 752 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.02 ft
Critical Depth 0.02 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.01466 ft/ft
Alternate Phasing - Stage E - MH 2E - Option 1
11/29/2017 6:27:10 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 753 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00720 ft/ft
Diameter 1.00 ft
Discharge 24823.00 gal/day
Results
Normal Depth 0.08 ft
Flow Area 0.03 ft²
Wetted Perimeter 0.59 ft
Hydraulic Radius 0.05 ft
Top Width 0.56 ft
Critical Depth 0.08 ft
Percent Full 8.4 %
Critical Slope 0.00935 ft/ft
Velocity 1.21 ft/s
Velocity Head 0.02 ft
Specific Energy 0.11 ft
Froude Number 0.89
Maximum Discharge 2.82 ft³/s
Discharge Full 2.62 ft³/s
Slope Full 0.00000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 8.44 %
Downstream Velocity Infinity ft/s
Alternate Phasing - Stage E - MH 2E - Option 2
11/29/2017 6:28:50 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 754 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.08 ft
Critical Depth 0.08 ft
Channel Slope 0.00720 ft/ft
Critical Slope 0.00935 ft/ft
Alternate Phasing - Stage E - MH 2E - Option 2
11/29/2017 6:28:50 PM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 755 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 84591.00 gal/day
Results
Normal Depth 0.15 ft
Flow Area 0.08 ft²
Wetted Perimeter 0.80 ft
Hydraulic Radius 0.09 ft
Top Width 0.72 ft
Critical Depth 0.15 ft
Percent Full 15.3 %
Critical Slope 0.00810 ft/ft
Velocity 1.72 ft/s
Velocity Head 0.05 ft
Specific Energy 0.20 ft
Froude Number 0.93
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00002 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 15.31 %
Downstream Velocity Infinity ft/s
Baseline Alternate - Stage E - MH5 - Option 1
12/8/2017 10:08:07 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 756 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.15 ft
Critical Depth 0.15 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00810 ft/ft
Baseline Alternate - Stage E - MH5 - Option 1
12/8/2017 10:08:07 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 757 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.015
Channel Slope 0.00700 ft/ft
Diameter 1.00 ft
Discharge 106369.00 gal/day
Results
Normal Depth 0.17 ft
Flow Area 0.09 ft²
Wetted Perimeter 0.85 ft
Hydraulic Radius 0.10 ft
Top Width 0.75 ft
Critical Depth 0.17 ft
Percent Full 17.1 %
Critical Slope 0.00793 ft/ft
Velocity 1.84 ft/s
Velocity Head 0.05 ft
Specific Energy 0.22 ft
Froude Number 0.94
Maximum Discharge 2.78 ft³/s
Discharge Full 2.58 ft³/s
Slope Full 0.00003 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 17.10 %
Downstream Velocity Infinity ft/s
Baseline Alternate - Stage E - MH5 - Option 2
12/8/2017 10:09:03 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1Page of 2

9.A.e
Packet Pg. 758 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development GVF Output Data
Upstream Velocity Infinity ft/s
Normal Depth 0.17 ft
Critical Depth 0.17 ft
Channel Slope 0.00700 ft/ft
Critical Slope 0.00793 ft/ft
Baseline Alternate - Stage E - MH5 - Option 2
12/8/2017 10:09:03 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2Page of 2

9.A.e
Packet Pg. 759 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development 700 South Flower Street, Suite 2100 Los Angeles, CA 90017 213.418.0201 kpff.com

APPENDIX D
PROVIDENCE SAINT JOHN’S HEALTH CENTER
FLOW MONITORING REPORT, APRIL 20, 2017 – MAY 3, 2017

PREPARED BY ADS

9.A.e
Packet Pg. 760 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Providence Saint John’s Health Center
Flow Monitoring Report
April 20, 2017– May 3, 2017
Final Report Submitted to:

Providence Health & Services
May 30, 2017

9.A.e
Packet Pg. 761 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Temporary Flow Monitoring 2017 ..............................................................................................................................2 Providence Saint Johns Health Center Sewer Flow Study Santa Monica. CA ...................................................2 Locations ......................................................................................................................................................9 20th01 ....................................................................................................................................................9 Attachments...................................................................................................................................11 Graphs ...........................................................................................................................................12 Tabular Reports .............................................................................................................................14 Broad05................................................................................................................................................15 Attachments...................................................................................................................................17 Graphs ...........................................................................................................................................18 Tabular Reports .............................................................................................................................20 Broad06E .............................................................................................................................................21 Attachments...................................................................................................................................23 Graphs ...........................................................................................................................................24 Tabular Reports .............................................................................................................................26 Broad06N .............................................................................................................................................27 Attachments...................................................................................................................................29 Graphs ...........................................................................................................................................30 Tabular Reports .............................................................................................................................32 SAN02E................................................................................................................................................33 Attachments...................................................................................................................................35 Graphs ...........................................................................................................................................36 Tabular Reports .............................................................................................................................38 SAN02N ...............................................................................................................................................39 Attachments...................................................................................................................................41 Graphs ...........................................................................................................................................42 Tabular Reports .............................................................................................................................44 SAN03..................................................................................................................................................45 Attachments...................................................................................................................................47 Graphs ...........................................................................................................................................48 Tabular Reports .............................................................................................................................50 San04E.................................................................................................................................................51 Attachments...................................................................................................................................53 Graphs ...........................................................................................................................................54 Tabular Reports .............................................................................................................................56 San04N ................................................................................................................................................57 Attachments...................................................................................................................................59 Graphs ...........................................................................................................................................60 Tabular Reports .............................................................................................................................62 Table of Contents

Page 1 of 62 ends

9.A.e
Packet Pg. 762 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Home Page
Providence Saint John's Health Center Sewer Flow
Study 2017
Santa Monica, CA
April 20, 2017 - May 03, 2017
Prepared for:

Ms. Karen Weylandt
Providence Health & Services
4400 NE Halsey, Building 2, Suite 190
Portland, OR 97213
Prepared by:

ADS, LLC
15201 Springdale Street
Huntington Beach, CA 92649

Page 2 of 62 ends

9.A.e
Packet Pg. 763 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Letter of Transmittal
ADSLLC
May 30, 2017
Ms. Karen Weylandt
Providence Health & Services
4400 N.E. Halsey, Building 2, Suite 190
Portland, OR 97213
SUBJECT: Providence Saint John's Health Center Sewer Flow Monitoring Report 2017 Dear Ms. Weylandt,
ADS is pleased to submit the Final Report for the Providence Saint John's Health Center Sewer Flow Monitoring Temporary Study. The metering was contracted for a fourteen (14) day period at nine (9) locations. The study period is April 20, 2017 - May 03, 2017. The report contains a depth, velocity, and quantity hydrograph as well as a daily long table for the metering period in pdf format. An Excel file containing 5-minute depth, quantity, and velocity entities has been provided previously.

In addition, we would be happy to further explain any details about the report that may seem unclear. Should you have any questions or comments, you may contact the Project Manager, Paul Mitchell at (714) 379-9778 ext 223.

Thank you for choosing ADS products and services to meet your flow monitoring needs.

Sincerely,

ADS ENVIRONMENTAL SERVICES
Abel Jaramillo
Data Analyst I
15201 Springdale Street Â· Huntington Beach, CA 92649 Â· Phone: 714-379-9778

Page 3 of 62 ends

9.A.e
Packet Pg. 764 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Scope and Methodology
Introduction
Providence Health & Services entered into an agreement with ADS Environmental Services to conduct flow monitoring at (9) nine metering locations in the Santa Monica,CA Sanitary Sewer Collection System. The study was contracted for a fourteen (14) day period. The objective of this study was to measure depth, velocity, and quantify flows. Data obtained will be used for development planning purposes.

Project Scope
The scope of this study involved using a flow monitor to quantify wastewater flows at the designated locations for the 14-day time period. Specifically, the study included the following key components.
• Investigate the proposed flow-monitoring site for adequate hydraulic conditions. • Flow monitor installation.
• Flow monitor confirmations and data collections.
• Flow data analysis.

Equipment installation was accomplished on April 19, 2017. The monitoring period began on April 20, 2017 and was completed on May 03, 2017 . At the conclusion of the study period, the equipment was removed.

Flow Monitoring Equipment
The ADS FlowShark Triton monitor was selected for this project. This flow monitor is an area velocity flow monitor that uses both the Continuity and Manning's equations to measure flow.

The ADS FlowShark Triton monitor consists of data acquisition sensors and a batterypowered microcomputer. The microcomputer includes a processor unit, data storage, and an on-board clock to control and synchronize the sensor recordings. The monitor was programmed to acquire and store depth of flow and velocity readings at 5-minute intervals.

The FS Triton monitor features cross-checking using multiple technologies in each sensor for continuous running of comparisons and tolerances. The FS Triton monitor can support two (2) sets of sensors. The sensor option used for this project was: The Peak Combo Sensor. This sensor is installed at the bottom of the pipe and includes three types of data acquisition technologies.

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9.A.e
Packet Pg. 765 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development The up looking ultrasonic depth uses sound waves from two independent transceivers to measure the distance from the sensor upward toward the flow surface; applying the speed of sound in the water and the temperature measured by sensor to calculate depth.

The pressure depth is calculated by using a piezo-resistive crystal to determine the difference between hydrostatic and atmospheric pressure. The pressure sensor is temperature compensated and vented to the atmosphere through a desiccant filled breather tube.

To obtain peak velocity, the sensor sends an ultrasonic signal at an angle upward through the widest cross-section of the oncoming flow. The signal is reflected by suspended particles, air bubbles, or organic matter with a frequency shift proportional to the velocity of the reflecting objects. The reflected signal is received by the sensor and processed using digital spectrum analysis to determine the peak flow velocity.

Installation
Installation of flow monitoring equipment typically proceeds in four steps. First, the site is investigated for safety and to determine physical and hydraulic suitability for the flow monitoring equipment. Second, the equipment is physically installed at the selected location. Third, the monitor is tested to assure proper operation of the velocity and depth of flow sensors and verify that the monitor clock is operational and synchronized to the master computer clock. Fourth, the depth and velocity sensors are confirmed and line confirmations are performed.

In pipes up to 42 inches in diameter, the sensors are mounted on expandable stainless steel rings, inserted at least a foot upstream into influent pipes and tightened against the inside walls of the pipes. Influent pipe installations reduce the influences of turbulence and backwater often caused by changes in channel geometry in manholes.

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9.A.e
Packet Pg. 766 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Data Collection, Confirmation, and Quality Assurance
Data collects were done remotely via wireless connect on a weekly basis via ADS Field Representatives. Weekly, during the monitoring period, field crews visit each monitoring location to verify proper monitor operation and document field conditions.

The following quality assurance steps are taken to assure the integrity of the collected data:

Measure power supplies: monitors were powered by dry cell battery packs.

Voltages were recorded and battery packs replaced, as necessary. Separate batteries provided back-up power to memory allowing primary batteries to be replaced without loss of data.

Clock synchronization: Field crews synchronized monitor clocks to master clocks.

Confirm depth and velocity readings: Field crews descended into meter manholes to manually measure depths and velocities and compare them meter readings to confirm that they agreed. They also measured silt levels, if any, in the inverts of the pipes. Silt areas were subtracted from flow areas to compute true areas of flow.

Confirm average velocities through cross-sectional velocity profiles: Since ADS velocity sensors measure peak velocity, field crews collected cross-sectional velocity profiles in order to develop a relationship between peak and average velocity in lines that meet the hydraulic criteria.

Upload and Review Data: Data collected from the monitors were uploaded and reviewed by a Data Analyst for completeness, outliers and deviations in the flow patterns, which indicate system anomalies or equipment failure.

Flow Quantification Methods
There are two main equations used to measure open channel flow: the Continuity Equation and the Manning Equation. The Continuity Equation, which is considered

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9.A.e
Packet Pg. 767 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development the most accurate, can be used if both depth of flow and velocity are available. In cases where velocity measurements are not available or not practical to obtain, the Manning Equation can be used to estimate velocity from the depth data based on certain physical characteristics of the pipe (i.e. the slope and roughness of the pipe being measured). However, the Manning equation assumes uniform, steady flow hydraulic conditions with non-varying roughness, which are typically invalid assumptions in most sanitary sewers. The Continuity Equation was used exclusively for this study.

Continuity Equation
The Continuity Equation states that the flow quantity (Q) is equal to the wetted area (A) multiplied by the average velocity (V) of the flow.

Q = A * V
This equation is applicable in a variety of conditions including backwater, surcharge, and reverse flow.

Data Analysis and Presentation
Data Analysis
A flow monitor is typically programmed to collect data at 5-minute intervals throughout the monitoring period. The monitor stores raw data consisting of (1) the ultrasonic depth, (2) the peak velocity and (3) the pressure depth. The data is imported into ADS's proprietary software and is examined by a data analyst to verify its integrity. The data analyst also reviews the daily field reports and site visit records to identify conditions that would affect the collected data.

Velocity profiles and the line confirmation data developed by the field personnel are reviewed by the data analyst to identify inconsistencies and verify data integrity.

Velocity profiles are reviewed and an average to peak velocity ratio is calculated for the site. This ratio is used in converting the peak velocity measured by the sensor to the average velocity used in the Continuity equation. The data analyst selects which depth sensor entity will be used to calculate the final depth information. Silt levels present at each site visit are reviewed and representative silt levels established.

Occasionally the velocity sensor's performance may be compromised resulting in invalid readings sporadically during the monitoring period. This is generally caused by excessive debris (silt) blocking the sensor's crystals, shallow flows (~< 2") that may drop below the top of the sensor or very clear flows lacking the particles needed to measure rate. In order to use the Continuity equation to quantify the flow during these periods, a Data Analyst and/or Engineer will use the site's historical pipe curve (depth vs. velocity) data along with valid field confirmations to reconstitute and replace the false velocity recordings with expected velocity readings for a given historical depth along the curve.

Selections for the above parameters can be constant or can change during the monitoring period. While the data analysis process is described in a linear manner, it often requires an iterative approach to accurately complete.

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9.A.e
Packet Pg. 768 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Data Presentation
This type of flow monitoring project generates a large volume of data. To facilitate review of the data, results have been provided in graphical and tabular formats. The flow data is presented graphically in the form of scattergraphs and hydrographs.

These tables show the flow rate for each day, along with the daily minimum and maximums, the times they were observed, the total daily flow, and total flow for the month (or monitoring period). The following explanation of terms may aid in interpretation of the tables and hydrographs.

DEPTH - Final calculated depth measurement (in inches)
QUANTITY - Final calculated flow rate (in MGD)
VELOCITY - Final calculated flow velocity (in feet per second) REPORT TOTAL - Total volume of flow recorded for the indicated time period (in MG)

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9.A.e
Packet Pg. 769 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Site Commentary
Site Information
20th01
Pipe Dimensions 12.25 "
Silt Level 0.00"
Overview
Site 20th01 functioned under normal conditions during the period Thursday, April 20, 2017 to Wednesday, May 03, 2017 . No surcharge conditions were experienced at this location (See Observation Table Below For More Details).

Review of the Scattergraph shows that free flow conditions were maintained throughout the study period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Thursday, April 20, 2017 to Wednesday, May 03, 2017 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data. In regards to depth, this site flows at approximately 18.5% full during the typical average depth of 2.27 inches.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.27 4.61 0.321
Minimum 1.46 2.70 0.094
Maximum 3.82 6.00 0.821
Time of Minimum 5/1/2017 04:00 5/1/2017 04:05 5/1/2017 04:05 Time of Maximum 4/21/2017 09:35 4/21/2017 13:30 4/21/2017 09:35 Data Quality
Data uptime observed during the Thursday, April 20, 2017 to the Wednesday, May 03, 2017 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

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Packet Pg. 770 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100

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9.A.e
Packet Pg. 771 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic / Pressure/Velocity
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton
Peak Doppler
0 Backup
Santa Monica KPFF TFM 2017 Santa Monica
20th01

12.25 Good straight through flow
Not investigated

0.13"

3.72 12'
Precast/OK
VCP/Good

1.50 3/21/17
Standard Traffic Control with No Safety Concerns
1320 20th St.

Not investigated

12.00 4/19/17
Sensor
Location
12'

12.25 x 12.00
“
“
Santa Monica
--

0.00 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual Collect
"
ADS Site
Location
ADS Site
Location

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Packet Pg. 772 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development

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Packet Pg. 774 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 04/20/2017 03:20 1.50 07:30 3.48 2.32 03:50 3.08 10:55 5.75 4.64 04:40 0.119 07:30 0.695 0.334 0.334 04/21/2017 04:50 1.52 09:35 3.82 2.30 03:50 2.98 13:30 6.00 4.65 03:50 0.115 09:35 0.821 0.331 0.331 04/22/2017 05:15 1.50 12:25 3.35 2.20 04:40 2.80 12:25 5.70 4.53 04:40 0.107 12:25 0.655 0.299 0.299 04/23/2017 04:25 1.49 09:35 3.35 2.20 04:45 3.16 09:35 5.72 4.52 04:45 0.118 09:35 0.658 0.300 0.300 04/24/2017 04:50 1.48 14:05 3.48 2.30 04:55 3.08 14:05 5.83 4.64 04:45 0.114 14:05 0.707 0.329 0.329 04/25/2017 04:25 1.53 10:50 3.21 2.27 03:55 2.98 10:50 5.64 4.63 03:55 0.116 10:50 0.610 0.321 0.321 04/26/2017 02:10 1.49 09:20 3.42 2.29 04:35 3.15 09:20 5.84 4.64 02:00 0.120 09:20 0.692 0.326 0.326 04/27/2017 05:15 1.50 08:10 3.49 2.31 04:15 2.94 08:10 5.78 4.64 04:15 0.112 08:10 0.702 0.332 0.332 04/28/2017 02:30 1.48 19:00 3.50 2.36 04:20 2.96 19:00 5.82 4.73 04:20 0.117 19:00 0.712 0.345 0.345 04/29/2017 04:10 1.49 11:20 3.34 2.15 04:40 2.82 11:20 5.65 4.45 04:55 0.105 11:20 0.648 0.285 0.285 04/30/2017 03:15 1.49 10:00 3.04 2.12 03:30 2.88 10:45 5.38 4.41 03:30 0.109 10:00 0.536 0.275 0.275 05/01/2017 04:00 1.46 12:50 3.49 2.34 04:05 2.70 09:55 5.82 4.66 04:05 0.094 12:50 0.698 0.343 0.343 05/02/2017 03:05 1.49 08:05 3.73 2.32 04:00 2.89 19:55 5.89 4.66 04:30 0.112 08:05 0.773 0.336 0.336 05/03/2017 02:55 1.47 08:25 3.45 2.35 04:25 2.97 08:25 5.81 4.70 03:45 0.112 08:25 0.695 0.345 0.345 Daily Tabular Report
Daily Tabular Report For The Period 04/20/2017 00:00 - 05/03/2017 23:59 20th01, Pipe Height: 12.25 in, Silt: 0.00 in
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Avg
Total

2.27 4.61

4.501

0.321
Report Summary For The Period 04/20/2017 00:00 - 05/03/2017 23:59

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Packet Pg. 775 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Site Commentary
Site Information
Broad05
Pipe Dimensions 12 "
Silt Level 0.00"
Overview
Site Broad05 functioned under normal conditions during the period Thursday, April 20, 2017 to Wednesday, May 03, 2017 . This line exhibits the presence of an hydraulic jump with some waves when operating between 1.5 and 2.5 inches in depth. This condition is experienced when flow transitions from supercritical to subcritical flow. No surcharge conditions were experienced at this location (See Observation Table For More Details).

Review of the Scattergraph shows that free flow conditions were maintained throughout the study period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Thursday, April 20, 2017 to Wednesday, May 03, 2017 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data. In regards to depth, this site flows at approximately 18.3% full during the typical average depth of 2.20 inches.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.20 3.29 0.221
Minimum 1.32 1.34 0.058
Maximum 4.95 5.10 0.997
Time of Minimum 4/26/2017 09:30 4/27/2017 02:45 4/30/2017 04:25 Time of Maximum 5/2/2017 11:50 5/2/2017 11:50 5/2/2017 11:50 Data Quality
Data uptime observed during the Thursday, April 20, 2017 to the Wednesday, May 03, 2017 monitoring period is provided in the table below. Based upon the quality

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9.A.e
Packet Pg. 776 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100

Page 16 of 62 ends

9.A.e
Packet Pg. 777 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic / Pressure/Velocity
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton
Peak Doppler
0 Backup
Santa Monica KPFF TFM 2017 Santa Monica
Broad05

12.00 Fast straight through flow
Not investigated

0.13"

3.85 10'
Brick/OK
VCP/Good

2.25 3/21/17
Standard Traffic Control with No Safety Concerns
2020 Broadway
Not investigated

11.88 4/19/17
Sensor
Location
10'

12.00 x 11.88
“
“
Santa Monica
--

0.00 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual Collect
"
ADS Site
Location
ADS Site
Location

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Packet Pg. 778 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development

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Packet Pg. 779 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022)

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9.A.e
Packet Pg. 780 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 04/20/2017 03:45 1.63 12:00 4.51 2.25 04:10 1.79 12:00 4.88 3.37 04:10 0.074 12:00 0.842 0.235 0.235 04/21/2017 03:55 1.60 10:50 4.35 2.22 03:35 1.75 10:50 4.90 3.32 03:35 0.071 10:50 0.805 0.226 0.226 04/22/2017 04:40 1.68 09:30 4.53 2.14 04:50 1.87 09:30 4.93 3.28 04:50 0.081 09:30 0.857 0.208 0.208 04/23/2017 04:15 1.58 13:30 4.02 2.08 04:10 1.60 13:30 4.77 3.14 04:10 0.063 13:30 0.704 0.192 0.192 04/24/2017 04:25 1.49 09:30 4.07 2.21 04:20 1.60 09:30 4.84 3.26 04:20 0.059 09:30 0.727 0.222 0.222 04/25/2017 03:10 1.54 17:50 4.02 2.25 04:35 1.75 13:55 4.73 3.34 03:10 0.069 17:50 0.697 0.229 0.229 04/26/2017 09:30 1.32 07:30 4.19 2.24 03:20 1.54 18:30 4.75 3.31 03:20 0.060 07:30 0.740 0.231 0.231 04/27/2017 03:55 1.61 09:15 4.13 2.24 02:45 1.34 09:15 4.80 3.33 02:45 0.060 09:15 0.736 0.229 0.229 04/28/2017 03:30 1.66 12:05 4.34 2.25 01:15 1.58 12:05 4.73 3.32 03:30 0.073 12:05 0.774 0.229 0.229 04/29/2017 04:50 1.70 18:25 4.05 2.13 03:45 1.66 18:25 4.77 3.26 03:45 0.078 18:25 0.712 0.205 0.205 04/30/2017 05:05 1.57 16:25 3.98 2.06 04:25 1.42 16:25 4.81 3.15 04:25 0.058 16:25 0.700 0.191 0.191 05/01/2017 04:50 1.54 12:40 4.44 2.23 03:55 1.58 12:40 4.90 3.30 04:15 0.062 12:40 0.829 0.227 0.227 05/02/2017 04:05 1.53 11:50 4.95 2.24 03:05 1.56 11:50 5.10 3.31 03:05 0.061 11:50 0.997 0.229 0.229 05/03/2017 04:40 1.56 23:45 4.65 2.28 01:30 1.67 23:45 4.90 3.36 03:35 0.068 23:45 0.883 0.240 0.239 Daily Tabular Report
Daily Tabular Report For The Period 04/20/2017 00:00 - 05/03/2017 23:59 Broad05, Pipe Height: 12.00 in, Silt: 0.00 in
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Avg
Total

2.20 3.29

3.091

0.221
Report Summary For The Period 04/20/2017 00:00 - 05/03/2017 23:59

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9.A.e
Packet Pg. 781 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Site Commentary
Site Information
Broad06E
Pipe Dimensions 12.13 "
Silt Level 0.00"
Overview
Site Broad06E functioned under normal conditions during the period Thursday, April 20, 2017 to Wednesday, May 03, 2017 . No surcharge conditions were experienced at this location (See Observation Table For More Details).

Review of the Scattergraph shows that free flow conditions were maintained throughout the study period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Thursday, April 20, 2017 to Wednesday, May 03, 2017 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data. In regards to depth, this site flows at approximately 23.1% full during the typical average depth of 2.80 inches.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.80 0.44 0.042
Minimum 1.82 0.16 0.009
Maximum 4.46 1.11 0.190
Time of Minimum 4/20/2017 03:55 4/21/2017 03:30 4/21/2017 03:30 Time of Maximum 4/22/2017 09:25 4/22/2017 09:25 4/22/2017 09:25 Data Quality
Data uptime observed during the Thursday, April 20, 2017 to the Wednesday, May 03, 2017 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

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9.A.e
Packet Pg. 782 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100

Page 22 of 62 ends

9.A.e
Packet Pg. 783 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic / Pressure/Velocity
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton
Peak Doppler
0 Backup
Santa Monica KPFF TFM 2017 Santa Monica
Broad06E

12.13 Low flow and slow velocity
during install
Not investigated

0.13"
.21
8'
Precast/OK
VCP/Good

2.00 3/21/17
Standard Traffic Control with No Safety Concerns
2230 Broadway
Not investigated

12.00 4/19/17
Sensor
Location
8'

12.13 x 12.00
“
“
Santa Monica
--

0.00 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual Collect
"
ADS Site
Location
ADS Site
Location

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Packet Pg. 784 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development

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Packet Pg. 785 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022)

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9.A.e
Packet Pg. 786 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 04/20/2017 03:55 1.82 13:45 3.95 2.83 03:35 0.20 13:35 1.09 0.55 03:35 0.010 13:35 0.158 0.054 0.054 04/21/2017 03:55 1.91 14:35 3.92 2.79 03:30 0.16 14:25 0.82 0.47 03:30 0.009 14:45 0.114 0.045 0.045 04/22/2017 04:35 1.97 09:25 4.46 2.58 04:05 0.17 09:25 1.11 0.37 04:05 0.009 09:25 0.190 0.031 0.031 04/23/2017 03:50 1.87 17:40 3.22 2.58 07:05 0.18 10:05 0.66 0.36 05:45 0.009 10:05 0.071 0.030 0.030 04/24/2017 04:30 1.90 16:35 3.81 2.87 03:00 0.17 16:00 0.82 0.46 03:00 0.009 16:00 0.110 0.046 0.046 04/25/2017 04:40 1.95 16:20 3.91 2.87 02:35 0.19 10:35 0.85 0.42 02:35 0.011 10:35 0.112 0.042 0.042 04/26/2017 03:30 1.86 14:10 3.78 2.85 01:40 0.18 17:10 0.79 0.50 01:40 0.011 10:05 0.101 0.049 0.049 04/27/2017 03:20 2.04 11:35 3.78 2.91 05:05 0.18 11:35 0.78 0.41 05:05 0.012 11:35 0.106 0.041 0.041 04/28/2017 04:15 1.94 23:50 4.11 2.89 02:45 0.20 17:10 0.69 0.43 02:45 0.011 23:50 0.093 0.042 0.042 04/29/2017 03:35 2.19 08:30 3.80 2.68 03:35 0.33 08:35 0.56 0.43 03:35 0.021 08:30 0.065 0.037 0.037 04/30/2017 03:25 2.18 09:15 3.35 2.69 08:20 0.30 13:45 0.50 0.40 03:25 0.019 13:45 0.054 0.035 0.035 05/01/2017 03:00 2.11 15:15 4.37 2.98 04:25 0.29 15:15 0.86 0.46 04:25 0.017 15:15 0.144 0.048 0.048 05/02/2017 04:00 1.91 09:35 3.69 2.79 04:10 0.28 13:55 0.62 0.44 04:10 0.015 13:55 0.081 0.042 0.042 05/03/2017 02:05 1.90 12:10 4.01 2.86 02:05 0.29 12:10 0.74 0.45 02:05 0.015 12:10 0.109 0.045 0.045 Daily Tabular Report
Daily Tabular Report For The Period 04/20/2017 00:00 - 05/03/2017 23:59 Broad06E, Pipe Height: 12.13 in, Silt: 0.00 in
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Avg
Total

2.80 0.44

0.588

0.042
Report Summary For The Period 04/20/2017 00:00 - 05/03/2017 23:59

Page 26 of 62 ends

9.A.e
Packet Pg. 787 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Site Commentary
Site Information
Broad06N
Pipe Dimensions 5 "
Silt Level 0.00"
Overview
Site Broad06N functioned under normal conditions during the period Thursday, April 20, 2017 to Wednesday, May 03, 2017 . No surcharge conditions were experienced at this location (See Observation Table For More Details).

Review of the Scattergraph shows that free flow conditions were maintained throughout the study period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted and support the relative accuracy of the flow monitor at this location. Confidence in data accuracy is lower than typical, due to low flow conditions and the small pipe.

Observations
Average flow depth, velocity, and quantity data observed during Thursday, April 20, 2017 to Wednesday, May 03, 2017 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data. In regards to depth, this site flows at approximately 17.2% full during the typical average depth of 0.86 inches.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 0.86 0.44 0.005
Minimum 0.30 0.14 0.000
Maximum 1.70 1.29 0.036
Time of Minimum 4/21/2017 03:20 5/3/2017 17:10 4/30/2017 04:25 Time of Maximum 4/21/2017 09:25 4/21/2017 09:25 4/21/2017 09:25 Data Quality
Data uptime observed during the Thursday, April 20, 2017 to the Wednesday, May 03, 2017 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Page 27 of 62 ends

9.A.e
Packet Pg. 788 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100

Page 28 of 62 ends

9.A.e
Packet Pg. 789 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic / Pressure/Velocity
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton
Peak Doppler
0 Backup
Santa Monica KPFF TFM 2017 Santa Monica
Broad06N

5.00 Low flow during install
Not investigated

0.13"
.09
8'
Precast/OK
VCP/Good
.63
3/21/17
Standard Traffic Control with No Safety Concerns
2230 Broadway
Not investigated

5.25 4/19/17
Sensor
Location
8'

5.00 x 5.25
“
“
Santa Monica
--

0.00 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual Collect
"
ADS Site
Location
ADS Site
Location

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9.A.e
Packet Pg. 790 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development

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9.A.e
Packet Pg. 791 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022)

Page 31 of 62 ends

9.A.e
Packet Pg. 792 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 04/20/2017 02:30 0.34 09:05 1.39 0.84 01:05 0.19 09:05 0.73 0.43 02:30 0.001 09:05 0.015 0.005 0.005 04/21/2017 03:20 0.30 09:25 1.70 0.84 03:20 0.20 09:25 1.29 0.43 03:20 0.000 09:25 0.036 0.005 0.005 04/22/2017 02:10 0.45 10:10 1.43 0.87 02:10 0.22 10:10 0.82 0.45 02:10 0.001 10:10 0.018 0.005 0.005 04/23/2017 05:45 0.39 17:45 1.32 0.86 03:40 0.19 17:45 0.76 0.45 05:25 0.001 17:45 0.015 0.005 0.005 04/24/2017 12:55 0.37 20:10 1.52 0.89 01:45 0.17 19:10 0.86 0.46 12:55 0.001 19:10 0.020 0.006 0.006 04/25/2017 04:25 0.41 07:50 1.37 0.85 03:45 0.23 07:50 0.76 0.44 04:25 0.001 07:50 0.016 0.005 0.005 04/26/2017 04:05 0.41 20:05 1.50 0.85 04:35 0.24 20:05 0.78 0.42 05:30 0.001 20:05 0.018 0.005 0.005 04/27/2017 03:40 0.39 07:25 1.37 0.85 04:15 0.22 07:30 0.75 0.45 04:15 0.001 07:30 0.015 0.005 0.005 04/28/2017 05:10 0.42 16:45 1.40 0.80 03:10 0.15 09:20 0.75 0.41 03:10 0.001 08:35 0.015 0.004 0.004 04/29/2017 03:05 0.34 12:55 1.35 0.84 03:05 0.19 12:55 0.74 0.43 03:05 0.001 12:55 0.015 0.005 0.005 04/30/2017 04:25 0.32 08:45 1.34 0.88 04:25 0.17 20:15 0.81 0.46 04:25 0.000 20:15 0.016 0.006 0.006 05/01/2017 01:55 0.58 08:40 1.38 0.89 19:15 0.27 07:45 0.78 0.47 01:55 0.002 08:40 0.015 0.006 0.006 05/02/2017 02:45 0.49 09:40 1.52 0.88 03:10 0.24 09:40 0.87 0.45 03:15 0.001 09:40 0.021 0.005 0.005 05/03/2017 03:45 0.41 07:55 1.59 0.85 17:10 0.14 07:55 0.95 0.45 17:10 0.001 07:55 0.024 0.005 0.005 Daily Tabular Report
Daily Tabular Report For The Period 04/20/2017 00:00 - 05/03/2017 23:59 Broad06N, Pipe Height: 5.00 in, Silt: 0.00 in
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Avg
Total

0.86 0.44

0.073

0.005
Report Summary For The Period 04/20/2017 00:00 - 05/03/2017 23:59

Page 32 of 62 ends

9.A.e
Packet Pg. 793 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Site Commentary
Site Information
SAN02E
Pipe Dimensions 12 "
Silt Level 0.00"
Overview
Site SAN02E functioned under normal conditions during the period Thursday, April 20, 2017 to Wednesday, May 03, 2017 . No surcharge conditions were experienced at this location (See Observation Table For More Details).

Review of the Scattergraph shows that free flow conditions were maintained throughout the study period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Thursday, April 20, 2017 to Wednesday, May 03, 2017 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data. In regards to depth, this site flows at approximately 23.7% full during the typical average depth of 2.84 inches.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.84 0.55 0.061
Minimum 1.14 0.12 0.003
Maximum 8.58 2.68 1.039
Time of Minimum 5/2/2017 04:25 4/30/2017 04:50 4/30/2017 04:50 Time of Maximum 5/3/2017 14:50 5/3/2017 14:50 5/3/2017 14:50 Data Quality
Data uptime observed during the Thursday, April 20, 2017 to the Wednesday, May 03, 2017 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Page 33 of 62 ends

9.A.e
Packet Pg. 794 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100

Page 34 of 62 ends

9.A.e
Packet Pg. 795 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic / Pressure/Velocity
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton
Peak Doppler
0 Backup
Santa Monica KPFF TFM 2017 Santa Monica
San02E

12.00 Low straight through flow
Not investigated

0.13"

1.05 12'
Precast/OK
VCP/Good

3.25 3/21/17
Standard Traffic Control with No Safety Concerns
20th & Santa Monica Blvd.

Not investigated

12.00 4/19/17
Sensor
Location
12'

12.00 x 12.00
“
“
Santa Monica
--

0.00 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual Collect
"
ADS Site
Location
ADS Site
Location

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9.A.e
Packet Pg. 796 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development

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9.A.e
Packet Pg. 797 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022)

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9.A.e
Packet Pg. 798 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 04/20/2017 02:55 1.22 11:00 5.42 3.04 02:10 0.15 16:35 1.45 0.61 02:10 0.004 12:05 0.258 0.072 0.072 04/21/2017 02:35 1.22 13:10 5.32 3.07 00:20 0.20 13:10 1.40 0.63 02:35 0.007 13:10 0.303 0.075 0.075 04/22/2017 03:50 1.21 11:00 4.70 2.40 04:25 0.19 17:30 1.12 0.40 04:45 0.006 11:00 0.202 0.034 0.034 04/23/2017 03:20 1.15 15:20 4.69 2.31 03:35 0.18 15:20 1.24 0.37 03:35 0.005 15:20 0.227 0.029 0.029 04/24/2017 02:25 1.25 13:10 5.23 3.04 00:25 0.22 12:25 1.38 0.64 02:25 0.008 13:10 0.280 0.075 0.075 04/25/2017 04:10 1.20 11:40 5.18 2.97 02:15 0.23 15:45 1.36 0.60 04:10 0.007 15:45 0.245 0.069 0.069 04/26/2017 02:00 1.25 09:50 5.42 3.02 23:30 0.26 19:40 1.36 0.64 02:00 0.008 09:50 0.272 0.073 0.073 04/27/2017 02:40 1.18 13:50 5.67 2.94 02:10 0.20 13:50 1.63 0.62 02:40 0.006 13:50 0.384 0.070 0.070 04/28/2017 02:45 1.26 12:10 5.27 3.09 00:40 0.19 06:25 1.35 0.63 02:45 0.006 06:25 0.232 0.074 0.074 04/29/2017 03:00 1.16 08:35 4.42 2.28 03:45 0.13 08:35 1.07 0.38 03:45 0.004 08:35 0.182 0.029 0.029 04/30/2017 03:35 1.17 10:05 4.82 2.23 04:50 0.12 10:05 1.06 0.36 04:50 0.003 10:05 0.201 0.027 0.027 05/01/2017 03:40 1.22 09:55 5.38 3.12 04:20 0.13 16:50 1.38 0.64 04:20 0.004 16:50 0.285 0.076 0.076 05/02/2017 04:25 1.14 13:50 5.61 3.13 00:40 0.17 13:50 1.23 0.55 04:25 0.006 13:50 0.285 0.067 0.067 05/03/2017 02:40 1.39 14:50 8.58 3.19 03:30 0.20 14:50 2.68 0.65 03:30 0.008 14:50 1.039 0.086 0.086 Daily Tabular Report
Daily Tabular Report For The Period 04/20/2017 00:00 - 05/03/2017 23:59 SAN02E, Pipe Height: 12.00 in, Silt: 0.00 in
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Avg
Total

2.84 0.55

0.855

0.061
Report Summary For The Period 04/20/2017 00:00 - 05/03/2017 23:59

Page 38 of 62 ends

9.A.e
Packet Pg. 799 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Site Commentary
Site Information
SAN02N
Pipe Dimensions 12 "
Silt Level 0.00"
Overview
Site SAN02N functioned under normal conditions during the period Thursday, April 20, 2017 to Wednesday, May 03, 2017 . This line exhibits the presence of an hydraulic jump when operating between 2.0 and 2.7 inches in depth. This condition is experienced when flow transitions from supercritical to subcritical flow. No surcharge conditions were experienced at this location (See Observation Table For More Details).

Review of the Scattergraph shows that free flow conditions were maintained throughout the study period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Thursday, April 20, 2017 to Wednesday, May 03, 2017 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data. In regards to depth, this site flows at approximately 22.9% full during the typical average depth of 2.75 inches.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.75 3.86 0.353
Minimum 1.79 1.44 0.073
Maximum 4.21 5.42 0.826
Time of Minimum 5/1/2017 04:05 4/30/2017 04:00 4/29/2017 04:15 Time of Maximum 4/21/2017 09:35 4/24/2017 14:05 4/21/2017 09:35 Data Quality
Data uptime observed during the Thursday, April 20, 2017 to the Wednesday, May 03, 2017 monitoring period is provided in the table below. Based upon the quality

Page 39 of 62 ends

9.A.e
Packet Pg. 800 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100

Page 40 of 62 ends

9.A.e
Packet Pg. 801 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic / Pressure/Velocity
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton
Peak Doppler
0 Backup
Santa Monica KPFF TFM 2017 Santa Monica
San02N

12.00 Good straight through flow
Not investigated

0.13"

3.51 12'
Precast/OK
VCP/Good

2.38 3/21/17
Standard Traffic Control with No Safety Concerns
20th & Santa Monica Blvd.

Not investigated

12.00 4/19/17
Sensor
Location
12'

12.00 x 12.00
“
“
Santa Monica
--

0.00 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual Collect
"
ADS Site
Location
ADS Site
Location

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9.A.e
Packet Pg. 802 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development

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9.A.e
Packet Pg. 803 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022)

Page 43 of 62 ends

9.A.e
Packet Pg. 804 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 04/20/2017 03:50 1.94 07:30 4.07 2.81 03:55 1.92 10:10 5.20 3.87 03:55 0.104 07:30 0.786 0.366 0.366 04/21/2017 03:50 2.01 09:35 4.21 2.80 03:50 1.55 09:35 5.19 3.88 03:50 0.086 09:35 0.826 0.365 0.365 04/22/2017 03:20 1.99 08:00 3.61 2.68 02:50 1.95 12:25 4.96 3.73 03:20 0.118 08:00 0.631 0.328 0.328 04/23/2017 03:20 1.98 09:35 3.82 2.69 03:20 1.91 17:45 4.99 3.81 03:20 0.104 09:35 0.654 0.335 0.335 04/24/2017 02:40 1.97 14:50 3.95 2.78 02:35 1.65 14:05 5.42 3.89 02:40 0.090 14:05 0.764 0.362 0.362 04/25/2017 04:10 1.95 10:50 3.62 2.77 04:10 1.65 10:50 4.91 3.84 04:10 0.089 10:50 0.634 0.352 0.352 04/26/2017 02:50 2.09 09:55 3.67 2.74 02:15 1.92 09:55 5.38 3.91 02:10 0.115 09:55 0.707 0.354 0.354 04/27/2017 03:25 2.01 11:45 3.78 2.76 04:20 1.75 10:30 5.34 3.91 04:20 0.099 10:30 0.693 0.359 0.359 04/28/2017 04:20 2.02 08:35 3.56 2.77 04:20 1.81 07:55 5.08 3.98 04:20 0.102 08:35 0.639 0.365 0.365 04/29/2017 04:10 1.84 09:30 3.76 2.61 04:15 1.48 11:20 5.26 3.68 04:15 0.073 09:30 0.706 0.313 0.313 04/30/2017 04:00 1.90 17:45 3.44 2.56 04:00 1.44 16:30 4.74 3.61 04:00 0.074 17:45 0.569 0.298 0.298 05/01/2017 04:05 1.79 09:50 3.79 2.81 03:35 1.60 12:50 5.19 3.89 03:35 0.082 09:50 0.703 0.372 0.372 05/02/2017 03:45 2.30 08:50 3.77 2.90 03:45 2.85 08:50 5.29 4.20 03:45 0.194 08:50 0.721 0.406 0.406 05/03/2017 03:30 1.92 10:15 3.97 2.79 03:20 1.71 10:15 5.14 3.90 03:20 0.091 10:15 0.752 0.367 0.366 Daily Tabular Report
Daily Tabular Report For The Period 04/20/2017 00:00 - 05/03/2017 23:59 SAN02N, Pipe Height: 12.00 in, Silt: 0.00 in
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Avg
Total

2.75 3.86

4.942

0.353
Report Summary For The Period 04/20/2017 00:00 - 05/03/2017 23:59

Page 44 of 62 ends

9.A.e
Packet Pg. 805 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Site Commentary
Site Information
SAN03
Pipe Dimensions 12 "
Silt Level 0.00"
Overview
Site SAN03 functioned under normal conditions during the period Thursday, April 20, 2017 to Wednesday, May 03, 2017 . The hydraulic conditions in this stretch of pipe are near the lower detection limit of an area velocity type meter. Depth in this line is typically low and stagnant. No surcharge conditions were experienced at this location (See Observation Table For More Details).

Review of the Scattergraph shows that free flow conditions were maintained throughout the study period.

Observations
Average flow depth, velocity, and quantity data observed during Thursday, April 20, 2017 to Wednesday, May 03, 2017 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data. In regards to depth, this site flows at approximately 9.0% full during the typical average depth of 1.08 inches.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 1.08 0.00 0.000
Minimum 1.05 0.00 0.000
Maximum 4.80 0.44 0.060
Time of Minimum 4/20/2017 00:00 4/20/2017 00:00 4/20/2017 00:00 Time of Maximum 5/3/2017 14:50 5/3/2017 15:00 5/3/2017 15:00 Data Quality
Data uptime observed during the Thursday, April 20, 2017 to the Wednesday, May 03, 2017 monitoring period is provided in the table below. Based upon the quality

Page 45 of 62 ends

9.A.e
Packet Pg. 806 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100

Page 46 of 62 ends

9.A.e
Packet Pg. 807 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic / Pressure/Velocity
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton
Peak Doppler
0 Backup
Santa Monica KPFF TFM 2017 Santa Monica
San03

12.00 No flow present during install
and heavy root intrusion
Not investigated

0.13"

0.00 8'
Brick/OK
VCP/Good

0.00 3/21/17
Standard Traffic Control with No Safety Concerns
Santa Monica Blvd & 21st St.

Not investigated

12.00 4/19/17
Sensor
Location
8'

12.00 x 12.00
“
“
Santa Monica
--

0.00 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual Collect
"
ADS Site
Location
ADS Site
Location

Page 47 of 62 ends

9.A.e
Packet Pg. 808 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development

Page 48 of 62 ends

9.A.e
Packet Pg. 809 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022)

Page 49 of 62 ends

9.A.e
Packet Pg. 810 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 04/20/2017 00:00 1.05 23:20 1.06 1.05 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 04/21/2017 17:10 1.05 23:25 1.06 1.06 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 04/22/2017 00:05 1.06 02:00 1.07 1.06 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 04/23/2017 01:20 1.06 23:55 1.07 1.06 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 04/24/2017 00:00 1.07 14:30 1.07 1.07 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 04/25/2017 12:40 1.07 23:00 1.07 1.07 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 04/26/2017 02:55 1.07 19:15 1.07 1.07 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 04/27/2017 04:20 1.07 07:20 1.09 1.09 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 04/28/2017 16:00 1.07 23:00 1.09 1.08 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 04/29/2017 22:35 1.08 01:05 1.09 1.08 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 04/30/2017 11:45 1.07 23:55 1.08 1.08 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 05/01/2017 04:00 1.08 15:45 1.09 1.08 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 05/02/2017 01:30 1.08 23:55 1.10 1.09 00:00 0.00 00:00 0.00 0.00 00:00 0.000 00:00 0.000 0.000 0.000 05/03/2017 14:40 1.08 14:50 4.80 1.21 00:00 0.00 15:00 0.44 0.01 00:00 0.000 15:00 0.060 0.001 0.001 Daily Tabular Report
Daily Tabular Report For The Period 04/20/2017 00:00 - 05/03/2017 23:59 SAN03, Pipe Height: 12.00 in, Silt: 0.00 in
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Avg
Total

1.08 0.00

0.001

0.000
Report Summary For The Period 04/20/2017 00:00 - 05/03/2017 23:59

Page 50 of 62 ends

9.A.e
Packet Pg. 811 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Site Commentary
Site Information
San04E
Pipe Dimensions 14.38 "
Silt Level 0.00"
Overview
Site San04E functioned under normal conditions during the period Thursday, April 20, 2017 to Wednesday, May 03, 2017 . No surcharge conditions were experienced at this location (See Observation Table For More Details).

Review of the Scattergraph shows that this line was impacted by debris. Free flow conditions were maintained throughout most of the study period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Thursday, April 20, 2017 to Wednesday, May 03, 2017 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data. In regards to depth, this site flows at approximately 16.3% full during the typical average depth of 2.35 inches.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.35 0.76 0.065
Minimum 1.29 0.22 0.010
Maximum 4.87 1.25 0.177
Time of Minimum 4/20/2017 03:35 5/3/2017 00:10 4/21/2017 04:20 Time of Maximum 5/2/2017 11:45 4/23/2017 11:20 4/23/2017 11:20 Data Quality
Data uptime observed during the Thursday, April 20, 2017 to the Wednesday, May 03, 2017 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Page 51 of 62 ends

9.A.e
Packet Pg. 812 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100

Page 52 of 62 ends

9.A.e
Packet Pg. 813 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic / Pressure/Velocity
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton
Peak Doppler
0 Backup
Santa Monica KPFF TFM 2017 Santa Monica
San04E

14.38 Good straight through flow
Not investigated

0.13"

1.01 10'
Precast/OK
VCP/Good

2.75 3/21/17
Standard Traffic Control with No Safety Concerns
2314 Santa Monica Blvd
Not investigated

14.50 4/19/17
Sensor
Location
10'

14.38 x 14.50
“
“
Santa Monica
--

0.00 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual Collect
"
ADS Site
Location
ADS Site
Location

Page 53 of 62 ends

9.A.e
Packet Pg. 814 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development

Page 54 of 62 ends

9.A.e
Packet Pg. 815 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022)

Page 55 of 62 ends

9.A.e
Packet Pg. 816 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 04/20/2017 03:35 1.29 10:45 3.97 2.14 04:25 0.31 08:25 1.14 0.77 04:25 0.011 08:25 0.151 0.057 0.057 04/21/2017 04:25 1.32 10:45 3.83 2.26 04:20 0.27 13:45 1.22 0.79 04:20 0.010 13:50 0.149 0.064 0.064 04/22/2017 04:45 1.45 19:05 3.91 2.40 02:45 0.23 10:05 1.04 0.74 02:45 0.011 09:05 0.122 0.064 0.064 04/23/2017 05:00 1.74 13:25 3.81 2.43 04:10 0.28 11:20 1.25 0.68 04:10 0.015 11:20 0.177 0.061 0.061 04/24/2017 23:45 1.93 07:35 3.68 2.47 03:25 0.28 19:30 1.16 0.76 03:25 0.017 19:30 0.144 0.067 0.067 04/25/2017 04:05 1.51 17:45 3.93 2.42 03:15 0.27 13:40 1.10 0.79 03:15 0.012 21:05 0.128 0.069 0.069 04/26/2017 04:05 1.36 09:25 4.08 2.36 04:05 0.33 18:05 1.17 0.77 04:05 0.012 18:25 0.130 0.066 0.066 04/27/2017 03:15 1.38 09:10 4.27 2.39 00:15 0.28 12:15 1.17 0.77 04:55 0.013 12:15 0.139 0.067 0.067 04/28/2017 02:35 1.63 12:00 4.20 2.41 01:55 0.27 10:45 1.11 0.76 02:35 0.017 08:55 0.141 0.065 0.065 04/29/2017 04:40 1.40 18:20 3.92 2.31 00:45 0.26 17:40 1.13 0.77 04:40 0.013 14:45 0.138 0.063 0.063 04/30/2017 04:45 1.43 16:20 3.89 2.28 05:40 0.30 10:55 1.11 0.74 05:00 0.017 10:55 0.122 0.060 0.060 05/01/2017 04:05 1.40 12:30 4.11 2.34 23:50 0.26 13:00 1.18 0.78 04:25 0.012 12:35 0.144 0.066 0.066 05/02/2017 05:15 1.38 11:45 4.87 2.36 03:05 0.32 08:00 1.24 0.81 05:15 0.013 08:00 0.153 0.068 0.068 05/03/2017 04:30 1.33 23:40 4.39 2.37 00:10 0.22 19:10 1.21 0.78 04:25 0.012 11:40 0.146 0.067 0.067 Daily Tabular Report
Daily Tabular Report For The Period 04/20/2017 00:00 - 05/03/2017 23:59 San04E, Pipe Height: 14.38 in, Silt: 0.00 in
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Avg
Total

2.35 0.76

0.904

0.065
Report Summary For The Period 04/20/2017 00:00 - 05/03/2017 23:59

Page 56 of 62 ends

9.A.e
Packet Pg. 817 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Site Commentary
Site Information
San04N
Pipe Dimensions 9.38 "
Silt Level 0.00"
Overview
Site San04N functioned under normal conditions during the period Thursday, April 20, 2017 to Wednesday, May 03, 2017 . No surcharge conditions were experienced at this location (See Observation Table For More Details).

Review of the Scattergraph shows that free flow conditions were maintained throughout the study period.

Flow depth and velocity measurements recorded by the flow monitor are consistent with field confirmations conducted and support the relative accuracy of the flow monitor at this location.

Observations
Average flow depth, velocity, and quantity data observed during Thursday, April 20, 2017 to Wednesday, May 03, 2017 , along with observed minimum and maximum data, are provided in the following table. The values presented are based on 5-minute data. In regards to depth, this site flows at approximately 22.7% full during the typical average depth of 2.13 inches.

Observed Flow Conditions
Item Depth
(in)
Velocity
(ft/s)
Quantity
(MGD)
Average 2.13 1.26 0.084
Minimum 0.99 0.24 0.006
Maximum 6.58 4.44 0.894
Time of Minimum 5/2/2017 03:40 5/2/2017 02:25 5/2/2017 02:25 Time of Maximum 5/3/2017 23:35 4/22/2017 09:00 4/27/2017 09:10 Data Quality
Data uptime observed during the Thursday, April 20, 2017 to the Wednesday, May 03, 2017 monitoring period is provided in the table below. Based upon the quality and consistency of the observed flow depth and velocity data, the Continuity equation was used to calculate flow rate and quantities during the monitoring period.

Page 57 of 62 ends

9.A.e
Packet Pg. 818 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Percent Uptime
Depth (in) 100
Velocity (ft/s) 100
Quantity (MGD) 100

Page 58 of 62 ends

9.A.e
Packet Pg. 819 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development ADS Site Report
Project Name: FM Initials:

Site Name:

City:

Access: Type of
System:

Sanitary
Investigation Information:

Manhole Depth:

Manhole Material /
Pipe Material / Condition:

Commercial
Oxygen:

Safety Notes:

Date/Time of Investigation:

Site Hydraulics:

Upstream Input: (L/S, P/S)
Upstream Manhole:

Downstream Manhole:

Depth of Flow:

Range (Air DOF):

Peak Velocity:

Silt: Inches
fps
+/-
+/-
Cross Section
Installation Information
Installation Type: Standard
Sensors Devices: Ultrasonic / Pressure/Velocity
Surcharge Height:

Rain Gauge Zone:

Yes No ? Distance
Trunk
Lift / Pump Station
WWTP
Other
Monitor Type
Pipe Height:

Pipe Width:

Data Acquisition
Manhole ID
Quality Form
Address/Location:

SK
Drive
Storm Combined
X
Manhole Information: Investigation Information:

Condition
Land Use:

Residential Industrial Trunk
N N
Other Information:

Additional Site Information / Comments:
x
x
x
x
Monitor Model
x
Install Date:

Agency:

Triton
Peak Doppler
0 Backup
Santa Monica KPFF TFM 2017 Santa Monica
San04N

9.38 Good straight through flow
Not investigated

0.13"

2.38 10'
Precast/OK
VCP/Good

2.38 3/21/17
Standard Traffic Control with No Safety Concerns
2314 Santa Monica Blvd
Not investigated

9.50 4/19/17
Sensor
Location
10'

9.38 x 9.50
“
“
Santa Monica
--

0.00 Plan N

20.9 0 H2S: LEL: 0 CO: 0
2 man crew required and one blower is to be
operated at all times.

Manual Collect
"
ADS Site
Location
ADS Site
Location

Page 59 of 62 ends

9.A.e
Packet Pg. 820 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development

Page 60 of 62 ends

9.A.e
Packet Pg. 821 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022)

Page 61 of 62 ends

9.A.e
Packet Pg. 822 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) Date Depth
(in)
Velocity
(ft/s)
Quantity
(MGD - Total MG)
Rain
(in)
Time Min Time Max Avg Time Min Time Max Avg Time Min Time Max Avg Total Total 04/20/2017 04:40 1.19 11:55 5.71 2.15 03:35 0.47 11:55 4.28 1.38 03:35 0.011 11:55 0.857 0.096 0.096 04/21/2017 04:55 1.23 10:45 5.49 2.09 03:50 0.43 10:45 4.08 1.29 03:50 0.011 10:45 0.779 0.084 0.084 04/22/2017 03:35 1.26 19:05 5.26 2.14 04:40 0.54 09:00 4.44 1.36 04:15 0.014 09:00 0.760 0.091 0.091 04/23/2017 03:55 1.22 13:25 5.24 1.99 03:50 0.48 13:10 3.96 1.22 03:50 0.012 13:25 0.710 0.072 0.072 04/24/2017 05:25 1.10 07:30 4.98 2.05 05:10 0.41 09:25 4.01 1.27 05:10 0.009 09:25 0.654 0.080 0.080 04/25/2017 03:05 1.23 03:15 5.22 2.12 04:20 0.42 03:15 4.00 1.31 04:20 0.010 03:15 0.717 0.087 0.087 04/26/2017 03:55 1.23 07:25 5.71 2.19 04:10 0.40 07:20 4.06 1.31 03:55 0.011 07:25 0.776 0.095 0.095 04/27/2017 05:00 1.21 09:10 5.90 2.10 03:05 0.42 09:10 4.30 1.19 03:05 0.010 09:10 0.894 0.080 0.080 04/28/2017 02:55 1.21 12:00 5.61 2.14 04:15 0.35 14:05 3.86 1.22 04:15 0.009 12:00 0.748 0.082 0.082 04/29/2017 03:55 1.22 18:20 5.12 2.13 02:45 0.42 14:45 3.82 1.19 02:45 0.011 06:40 0.612 0.080 0.080 04/30/2017 00:30 1.22 16:20 5.54 2.18 00:55 0.37 05:40 3.71 1.24 00:55 0.012 16:20 0.667 0.082 0.082 05/01/2017 22:40 1.14 12:30 5.45 2.24 04:30 0.32 23:05 3.77 1.29 06:15 0.009 12:30 0.688 0.089 0.089 05/02/2017 03:40 0.99 11:45 6.30 2.11 02:25 0.24 11:40 4.07 1.17 02:25 0.006 11:45 0.885 0.077 0.077 05/03/2017 03:30 1.18 23:35 6.58 2.18 03:25 0.34 23:40 3.91 1.22 03:25 0.008 23:35 0.868 0.086 0.086 Daily Tabular Report
Daily Tabular Report For The Period 04/20/2017 00:00 - 05/03/2017 23:59 San04N, Pipe Height: 9.38 in, Silt: 0.00 in
Depth
(in)
Velocity
(ft/s)
Quantity
(MGD -
Total MG)
Avg
Total

2.13 1.26

1.180

0.084
Report Summary For The Period 04/20/2017 00:00 - 05/03/2017 23:59

Page 62 of 62 ends

9.A.e
Packet Pg. 823 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development 700 South Flower Street, Suite 2100 Los Angeles, CA 90017 213.418.0201 kpff.com

APPENDIX E
AsBuilt Drawings

9.A.e
Packet Pg. 824 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development

9.A.e
Packet Pg. 825 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Agreement (180 min)) ClibPDF - www.fastio.com

9.A.e
Packet Pg. 826 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Agreement (180 min))

9.A.e
Packet Pg. 827 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Agreement (180 min)) 700 South Flower Street, Suite 2100 Los Angeles, CA 90017 213.418.0201 kpff.com

APPENDIX F

DEVELOPMENT AGREEMENT VESTED USE
“BLUE CHART”

9.A.e
Packet Pg. 828 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 : Providence Saint John's Development Providence Saint John’s Phase Two
Development Details
September 6, 2017
1 PHASE TWO BUILDINGS
Building Name Types of DA Vested Uses in Building Floor Area/ Units per Use*
Max. Building
Floor Area
S1 Child &
Family
Development
Center
Child & Family Development Center
 Mental Health Therapy Rooms
 Consultation Rooms
 Administration and Support (Approximately 3,200 sf)
25,500 sf
(Current assumption is
25,500 sf)
34,500 sf
Day Care
 Multi-Purpose Rooms
 Five Classrooms
 Administration and Support (Approximately 1,200 sf)
15,000 sf
(Current assumption is
9,000 sf)
Up to 5 levels of subterranean parking
S2 Multifamily
Housing
Multifamily Housing
Ten 2 bedroom, 1 bath units
10 units 10 units plus
800 sf
Neighborhood Commercial Uses 800 sf commercial
(Current assumption is
800 sf)
Up to 2 levels of subterranean parking
S3 West
Ambulatory
Care &
Research
Building -
South
Campus
Hospital/Health Care
 Clinic Space
 Administration and Support (Approx. 3,500 sf)
65,000 sf
(Current assumption is
61,500 sf)
123,000 sf
Medical Research Facilities (JWCI)
 Research/Lab (e.g. Molecular Biology and Genomics/gene sequencing, Immunology/cell processing)
 Administrative and Support (Approx. 7,868 sf)
115,000 sf
(Current assumption is
59,000 sf)
Restaurant or Neighborhood Commercial Uses or Health Related Services
5,000 sf
(Current assumption is
2,500 sf)
Up to 5 levels of subterranean parking

9.A.e
Packet Pg. 829 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 :

Providence Saint John’s Phase Two
Development Details
September 6, 2017
2 PHASE TWO BUILDINGS
Building Name Types of DA Vested Uses in Building Floor Area/ Units per Use*
Max. Building
Floor Area
S4 Education &
Conference
Center and
East
Ambulatory
Care &
Research
Building -
South
Campus
Education & Conference Center (See detailed description of use below)
 Auditorium (approximately 250 seats)
 Eight Education Rooms
Administrative and Support (Approx. 2,300 sf)
60,000 sf
(Current assumption is
59,000 sf)
199,000 sf
Hospital/Health Care
 Sport Medicine Clinic & Physical Therapy (Outpatient) (Approx. 26,000 sf)
 Joint Replacement & Sports Medicine (Outpatient) (Approx. 26,000 sf)
 Ambulatory Surgery Center (Surgery Pre-op & Sterile
Processing and Surgery (Approx. 43,000 sf)
 Longer appointment times than traditional clinic space  Administrative and Support (Approx. 10,000 sf)
120,000 sf
(Current assumption is
105,000 sf)
Health & Wellness Center
 Exercise and Fitness Rooms
 Therapy Rooms (Outpatient)
Common Area (Approximately 1,750)
35,000 sf
(Current assumption is
28,300 sf)
Medical Research Facilities
 Potential expansion for Research/Lab (e.g. Molecular Biology and Genomics/gene sequencing, Immunology/cell processing) 50,000 sf
(Current assumption is
0 sf)
Health-Related Services
Restaurant or Neighborhood Commercial Uses
10,000 sf
(Current assumption is
6,700 sf)
Up to 5 levels of subterranean parking

9.A.e
Packet Pg. 830 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 :

Providence Saint John’s Phase Two
Development Details
September 6, 2017
3 PHASE TWO BUILDINGS
Building Name Types of DA Vested Uses in Building Floor Area/ Units per Use*
Max. Building
Floor Area
S5 Visitor
Housing
Visitor Housing (See detailed description of use below)  Approx. 34 units, including a mix of one-bedroom units, singles, and suites
 Approx. 12 of the units have private kitchens
 Approx. 2,500 sf of common area, including kitchen
30-34 units
(Current assumption is
34 units)
38,000 sf
Up to 5 levels of subterranean parking
Saint John’s
Café
Restaurant or Neighborhood Commercial Uses 900 sf 900 sf 2C West
Ambulatory
& Acute Care
Building -
North
Campus
Hospital/Health Care
If Ambulatory (Outpatient):
 Imaging (serving both patients that are already on-site as well as patients arriving from off-site for imaging services)  Clinics (e.g. Cardiovascular)
 Support (Approximately 5,000 sf)
If Inpatient:
 Approximately 80 beds
 Med surg units and ICU
 Support (Approximately 6,000 sf)
117,500 sf
(Current assumption is
108,500 sf abovegrade
3,500 below-grade)
123,350 sf
above-grade
6,150 sf belowgrade
Health-Related Services
Restaurant or Neighborhood Commercial Uses
5,500 sf
Pedestrian Connection 12,000 sf
(9,350 sf above-grade,
2,650 sf below-grade)
Up to 4 levels of subterranean parking

9.A.e
Packet Pg. 831 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 :

Providence Saint John’s Phase Two
Development Details
September 6, 2017
4 PHASE TWO BUILDINGS
Building Name Types of DA Vested Uses in Building Floor Area/ Units per Use*
Max. Building
Floor Area
2D/E East
Ambulatory
& Acute Care
Building -
North
Campus
Hospital/Health Care
If Ambulatory (Outpatient):
 Clinic (e.g. Women’s & Pediatrics)
 Short Stay/Observation Units (stays up to 23 hours)
 Support (Approximately 4,000 sf)
If Inpatient:
 Approximately 36 beds (assuming three levels of ICU)
 ICU
 Support (Approximately 5,000 sf)
78,500 sf
(Current assumption is
59,500 sf above-grade
16,000 sf belowgrade)
65,800 sf
above-grade
16,400 sf belowgrade
Health-Related Services
Restaurant or Neighborhood Commercial Uses
3,000 sf
Pedestrian Connection 3,700 sf
(3,300 sf above-grade,
400 sf below-grade)
Up to 4 levels of subterranean parking

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Packet Pg. 832 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 :

Providence Saint John’s Phase Two
Development Details
September 6, 2017
5 PHASE TWO BUILDINGS
Building Name Types of DA Vested Uses in Building Floor Area/ Units per Use*
Max. Building
Floor Area
2I Medical
Office
Building
Medical Office 50,000 sf 73,300 sf
Health-Related Services
Restaurant or Neighborhood Commercial Uses
4,500 sf
Parking (at grade) 18,800 sf
Up to 4 levels of subterranean parking
Mullin Plaza
Café
Restaurant or Neighborhood Commercial Uses 1,500 sf 1,500 sf Phase Two Total 660,150 sf
above-grade
22,550 sf belowgrade
(15,700 sf is
Pedestrian
Connection/nonprogram space)
*For some buildings, the sum of the maximum floor areas for the Vested Uses within the building exceed the overall building floor area in order to allow flexibility with respect to the location and amount of certain Vested Uses. The current assumption about the use of the building is noted in the Floor Area/Units per Use column in red.
\\hlkk-dc01\sys\WPDATA\22238\Docs 001 Phase 2\Annotated Blue Chart 2017.09.05 (with 2I update) .docx

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Packet Pg. 833 Attachment: Attachment E Appendices Providence Phase Two Master Plan (Council March 2022) (4853 :
1 of 15
City Council Meeting: March 22, 2022 Santa Monica, California ORDINANCE NUMBER __________ (CCS)
(City Council Series)

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF

SANTA MONICA APPROVING THE DEVELOPMENT AGREEMENT

BETWEEN THE CITY OF SANTA MONICA, A MUNICIPAL CORPORATION,

AND PROVIDENCE HEALTH SYSTEM-SOUTHERN CALIFORNIA, A CALIFORNIA

NON-PROFIT RELIGIOUS CORPORATION, AS SOLE MEMBER OF PROVIDENCE SAINT JOHN’S HEALTH CENTER, A CALIFORNIA NON-PROFIT RELIGIOUS

CORPORATION
WHEREAS, California Government Code Section 65450 et seq. permits each city to adopt a specific plan for the systematic implementation of the general plan for individual areas covered by the general plan; and
WHEREAS, the Hospital Area Specific Plan (the “HASP”) was adopted by Resolution No. 7695 (CCS) of the City Council on September 27, 1988 to ensure harmonious development within the Hospital Area identified in the HASP; and WHEREAS, the HASP was adopted to be consistent with the Land Use and Circulation Elements (the “LUCE”) of the City’s 1984 General Plan and Zoning Map in effect at the time of adoption of the HASP; and
WHEREAS, the HASP was amended by Resolution No. 8617 (CCS) on June 29, 1993, and Resolution No. 9254 (CCS) on April 1, 1998 (collectively referenced herein as the “HASP Amendments”) to reflect the changes associated with the Saint John’s Health Center Development Agreement (the “Original Agreement”), dated June 9, 1998

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Packet Pg. 834 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 2 of 15
and recorded in the Official Records of the County of Los Angeles, State of California on July 29, 1998 as Instrument No. 98-1311808 (the “Original Development Agreement”); and
WHEREAS, the Original Development Agreement contemplated new development and associated zoning changes within the HASP areas associated with Saint John’s Health Center; and
WHEREAS, in July 2010, the City adopted a new LUCE (“2010 LUCE”) and associated zoning changes Citywide, including the Hospital Area; and WHEREAS, the 2010 LUCE contemplates that future amendments to the HASP will occur to be consistent with 2010 LUCE and associated zoning code updates, as well as new development proposed by the Saint John’s Health Center; and WHEREAS, the Original Development Agreement provided vested rights for development of the Saint John’s Health Center in two phases (“Phase I” and “Phase II”, respectively), with Phase I being developed entirely on the North Campus of the Saint John’s Health Center properties (i.e., those properties north of Santa Monica Boulevard) and Phase II being developed on a portion of the North Campus and on the South Campus (i.e., those properties south of Santa Monica Boulevard) of the Saint John’s Health Center properties; and
WHEREAS, the Original Development Agreement provided a ten (10)-year vesting deadline for Phase I (“Phase I Vesting Deadline”) and a seventeen (17)-year vesting deadline for Phase II (“Original Phase II Vesting Deadline”), subject to the

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provisions for the continuation of vested rights pursuant to Sections 3.8.2 and 3.8.3 of the Original Development Agreement; and
WHEREAS, the owner of Saint John’s Health Center (“Saint John’s”) and City executed that certain First Amendment to Development Agreement dated October 4, 2011 and recorded in the Official Records of the County of Los Angeles, State of California on October 13, 2011 as Instrument No. 20111388841 (the “First Amendment”). The First Amendment extended the Phase I Vesting Deadline, modified the obligation under the Original Development Agreement to construct the North Subterranean Parking Structure and Entry Plaza as part of Phase I, and allowed a modified Entry Plaza and parking program in-lieu of constructing the North Subterranean Parking Structure; and
WHEREAS, Saint John’s completed construction of Phase I in accordance with the Original Development Agreement and First Amendment; however, Saint John’s was unable to complete Phase II within the Original Phase II Vesting Deadline; and WHEREAS, Saint John’s and the City executed that certain Second Amendment to Development Agreement dated August 28, 2017 and recorded in the Official Records of the County of Los Angeles, State of California on October 2, 2017 as Instrument No. 20171125181 (“Second Amendment”). The Second Amendment modified the terms of the Original Development Agreement, as amended by the First Amendment, with respect to Phase II as follows:
(1) Replacement of the Original Development Agreement’s requirement for City council approval of a South Campus Master Plan with a

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requirement for City Council approval of the Phase II Master Plan to address Phase II development on both the North and South Campuses (“Phase II Master Plan”). (2) Establishment of the basic development parameters for the Phase II Master Plan.
(3) Provision that no Phase II Development Review Permits shall be issued for the development of any building or parcel contemplated in the Phase II Master Plan prior to City Council approval of the Phase II Master Plan. (4) Provision that Saint John’s and the City each agree and covenant to negotiate in good faith a third amendment to the Original Development Agreement, as amended, to extend the Original Phase II Vesting Deadline in consideration for the provision of additional community benefits.
(5) Confirmation that nothing in the Second Amendment constituted a confirmation or denial of Saint John’s vested rights under the Original Development Agreement, as modified by the First Amendment, it being understood and agreed to by the City and Saint John’s that the intent of the Second Amendment was solely to make a procedural change to implement the Original Development Agreement, as modified by the First Amendment, while preserving the substantive rights of Saint John’s and the City, respectively; and
WHEREAS, the comprehensive changes to the City’s Zoning Code in 2015 rendered the zoning map designations and zoning code references in the HASP obsolete; and
WHEREAS, the Saint John’s and the City have negotiated in good faith a third amendment to the Original Development Agreement, as amended, to extend the

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Packet Pg. 837 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 5 of 15
Original Phase II Vesting Deadline in consideration for the provision of additional community benefits (the “Third Amendment”); and
WHEREAS, the Third Amendment contemplates the concurrent adoption of the Phase II Master Plan, which will act as the specific plan for Phase II development of the Saint John’s Health Center after the Third Amendment Effective Date and until the end of the Phase II Vesting Deadline; and
WHEREAS, the Phase II Master Plan is a comprehensive master plan that governs the Phase II portion of the Saint John’s Health Center Campus, including with respect to development, uses, circulation, parking, open space, and timing for implementation of the Phase II Master Plan; and
WHEREAS, after the Phase II Vesting Deadline, the Zoning Code then in effect shall apply to any development applications filed for the Saint John’s Health Center, except as otherwise expressly allowed in the Third Amendment; and WHEREAS, due to the fact that the HASP is now obsolete, the Phase II Master Plan is a focused specific plan for the Saint John’s Health Center, and the development standards for the remainder of the Hospital Area are now included in Chapter 9 of the Santa Monica Municipal Code, City staff is recommending amendments to the 2010 LUCE and repeal of the HASP; and
WHEREAS, the proposed Phase II Master Plan conforms to the requirements of Government Code sections 65450 et seq. as well as the requirements of Chapter 9.45 of the Santa Monica Municipal Code (General and Specific Plans); and WHEREAS, the City prepared and circulated for public review and comment a Draft Environmental Impact Report for the Phase II Master Plan (“Phase II DEIR”)

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pursuant to the California Environmental Quality Act (“CEQA”) and designated SCH No. 2017041030; and
WHEREAS, on January 26, 2022, the City’s Planning Commission held a duly noticed public hearing on the Phase II Final Environmental Impact Report (“FEIR”), the Tentative Tract Map, the 2022 LUCE Amendment, the repeal of the HASP, the Third Amendment, the Phase II Master Plan, and the proposed street vacation of 21st Street, between Santa Monica Boulevard and Broadway, with conditions. At such hearing, the Planning Commission recommended that the City Council certify the Phase II FEIR and approve the 2022 LUCE Amendment, the repeal of the HASP, the Third Amendment with specified conditions, the Phase II Master Plan, the Tentative Tract Map, and the proposed conditional street vacation of 21st Street, between Santa Monica Boulevard and Broadway, with conditions; and
WHEREAS, on March 22, 2022, the City Council held a duly noticed public hearing on the Phase II FEIR, the Tentative Tract Map, the 2022 LUCE Amendment, the repeal of the HASP, the Third Amendment, the Phase II Master Plan, and the proposed street vacation of 21st Street, between Santa Monica Boulevard and Broadway, with conditions, and certified the FEIR and adopted a Statement of Overriding Considerations and Mitigation and Monitoring Plan; adopted the 2022 LUCE Amendment and repealed the HASP; approved the Third Amendment; and approved the initiation of proceedings for the street vacation of 21st Street, between Santa Monica Boulevard and Broadway, with conditions; approved the Phase II Master Plan; and approved the Tentative Tract Map; and

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WHEREAS, the proposed amendments to the LUCE and repeal of the HASP should only be effective concurrently with the “Third Amendment Effective Date,” as such term is defined in the Third Amendment; and
WHEREAS, the Phase II Master Plan should only be effective concurrently with the “Third Amendment Effective Date,” as such term is defined in the Third Amendment; and
WHEREAS, the proposed Third Amendment, which is attached hereto as Exhibit A to this ordinance, conforms to the requirements of Government Code sections 65450 et seq. as well as the requirement of Chapter 9.60 of the Santa Monica Municipal Code (Development Agreements); and
WHEREAS, the City Council, after consideration of all oral and written testimony presented at the duly noticed meeting of the City Council on March 22, 2022, made the following findings (collectively, “the Findings”):

1. The proposed Third Amendment, including all exhibits attached thereto, is consistent with the objectives, policies, general land uses and programs specified in the general plan and any applicable specific plan, in that Providence Saint John’s Health Center is a non-profit healthcare facility located in the Healthcare District Land Use Designation. The vision for this land use designation is to create a cohesive environment that supports the continued vitality of the City’s hospitals, responds to the evolving needs of the health care community, and improves the way health care facilities relate to surrounding residential and commercial areas. The Phase II Master Plan and Third Amendment is consistent with Land Use and Circulation Element (LUCE) Goal D28: Allow for the continued improvement of the Healthcare District and

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Packet Pg. 840 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 8 of 15
the ongoing responsible expansion of the Saint John’s Health Center (St. John’s) and Santa Monica-UCLA Medical Center (SMUCLA). Specifically, the Phase II Master Plan and Third Amendment to the Development Agreement present a comprehensive Master Plan that addresses all development on the north and south campuses for a 17-year period and provides for substantive review of individual buildings closer to the time of construction in order to create the cohesive environment that supports the vitality of the health care district and also protects adjacent residential neighborhoods. The proposed Phase II Master Plan and Third Amendment to the Development Agreement is also consistent with LUCE Goal LU7: Support the continued vitality of the City’s hospitals to meet the healthcare needs of the City and the larger region, and implement strategies to reduce vehicle trips. Specifically, development standards in the Master Plan and the procedural requirements set forth in the Third Amendment to the Development Agreement ensure that a mix of medical research and hospital health care uses are vested (permitted) for a period of 17 years to allow phased implementation of health care facilities that are responsive to changing health care needs in the community.

Moreover, Saint John’s Health Center will be required to continue to implement a Transportation Demand Management (TDM) Program to reduce vehicle trips in the area and associated parking demand and the Master Plan includes pedestrian and bicycle enhancements to promote alternative modes of travel and better connections to public transit. Accordingly, the Phase II Master Plan is therefore consistent with LUCE Circulation Policy T19.2 which seeks appropriate TDM requirements for new development. Furthermore, the project is consistent with LUCE’s overall land use policies by providing community benefits for the area, including but not limited to,

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affordable housing, mobility improvements, visitor accommodations, publicly-accessible open spaces, and programs to address the needs of vulnerable populations in the community.

2. The proposed Third Amendment, including all exhibits attached thereto, is compatible with the uses authorized in the district in which the real property is located in the Healthcare Mixed-Use (HMU) District and with the existing uses on site. The existing Health Center includes hospital, medical research and related medical uses; the Master Plan proposes the same mix of uses and includes visitor accommodations, a new childcare center, education and conference center uses, and medical office. These uses are all permitted uses in the HMU District.

3. The proposed Third Amendment, including all exhibits attached thereto, is in conformity with the public necessity, public convenience, general welfare, and good land use practices, in that the Master Plan allows for the redevelopment of certain components an existing Health Center campus and diversifies medical uses and services would benefit Santa Monica residents and the broader region. The project is consistent with the Land and Use Circulation Element vision for the area. The proposed Master Plan supports orderly, phased, and integrated development at the health care campus. Key components the Master Plan include a cohesive circulation and multimodal mobility strategy for vehicles, pedestrians, and bicycles; providing sufficient onsite parking; establishing development standards that address the specific needs of a health care campus; and requiring necessary utilities, publicly-accessible open space areas, and infrastructure to improve connections between the Health Center and the surrounding neighborhood. Moreover, the Master Plan and Third Amendment will

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provide community benefits including affordable housing, publicly-accessible open space on the parcel, and monetary contributions that would support critical behavioral health initiatives and provide services to individuals who are homeless and other vulnerable populations.

4. The proposed Third Amendment, including all exhibits attached thereto, will not be detrimental to the health, safety and general welfare, in that the Master Plan would allow for the redevelopment of the Providence Saint John’s Health Center in a manner that is consistent with the LUCE vision for the area (the Healthcare District Land Use Designation). The proposed project will be located in an urbanized area and is consistent with other health care uses, include Saint John’s acute care and in-patient hospital on the north campus and does not have the potential to disrupt the urban environment or cause health or safety problems. The proposed Master Plan provides a minimum of 10 new residential units, with all 10 units being deed restricted affordable units, a new Child and Family Development Center, new medical research facilities, and ambulatory and acute care facilities. The project will feature critically-needed medical and research uses, and a variety publicly-accessible open spaces on the property. The project will also provide community benefits including the aforementioned deedrestricted affordable housing as well as a requirement to monetary grants and provide in-kind health services to support programs provide homelessness services and services for other vulnerable populations in the community.

5. The proposed Third Amendment, including all exhibits attached thereto, will not adversely affect the orderly development of the property, in that the proposed Phase II Master Plan and Third Amendment establishes a long-range, orderly, and

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phased framework to redevelop and expand critically needed medical research and health care facilities to serve the community and as such is consistent with recognized urban design principles that reflect the goals and policies of the City of Santa Monica which were established through a long range planning process and are reflected in the Land Use and Circulation Element of the City’s General Plan. Further, the project will be subject to a construction mitigation plan that will be reviewed and approved prior issuance of a building permit for the project.

6. The proposed Third Amendment, including all exhibits attached thereto, will have a positive fiscal impact on the City in that the City will benefit from creating an orderly, phased, and comprehensive plan for buildout of the Phase II development program for Providence Saint John’s Health Center. The Master Plan will support orderly development of the site, predictable phasing of project construction, and secure negotiated community benefits that will preserve and expand community access to the high quality health care provided by Saint John’s; promote economic investment in Santa Monica through the creation of construction jobs and permanent high quality jobs in the health care industry; and attract investment in medical research and health care through the construction of new state-of-the-art facilities. It is estimated that the proposed Third Amendment to the Development Agreement would also provide significant community benefits through the provision of substantial funding for the City’s behavioral health initiatives and required funding to other non-profit organizations in the community who provide critically needed programs to provide social and health care services to vulnerable populations in the community; and

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WHEREAS, the City Council has determined that a development agreement substantially in the form of the Third Amendment is appropriate for the proposed development of the Saint John’s Health Center; and
WHEREAS, the Third Amendment will (1) eliminate uncertainty in planning for the Project and result in the orderly development of the Saint John’s Health Center, (2) assure installation of necessary improvements, (3) provide for public infrastructure and services appropriate to development of the Saint John’s Health Center, (4) preserve substantial City discretion in reviewing the design of buildings constructed as part of the Phase II Master Plan, (5) secure for the City improvements that benefit the public, (6) ensure the provision of community benefits as envisioned in the LUCE, and (7) otherwise achieve the goals and purposes for which the Development Agreement Statutes were enacted; and
WHEREAS, the Third Amendment is consistent with the public health, safety, and welfare needs of the residents of the City and the surrounding region. The City has specifically considered and approved the impact and benefits of the Phase II Master Plan in accordance with the Third Amendment.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SANTA MONICA DOES HEREBY ORDAIN AS FOLLOWS:

SECTION 1. The above recitals are true and correct, and incorporated herein by this reference.

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SECTION 2. The City Council hereby adopts the Findings, and recommends approval of the Third Amendment, attached hereto as Exhibit A and incorporated herein by this reference.

SECTION 3. Based upon Findings 1-6, the Third Amendment is hereby approved.

SECTION 4. Each and every term and condition of the Third Amendment shall be and is made a part of the Santa Monica Municipal Code and any appendices thereto. The City Council of the City of Santa Monica finds that public necessity, public convenience, and general welfare require that any provision of the Santa Monica Municipal Code or appendices thereto inconsistent with the provisions of the Third Amendment, to the extent of such inconsistencies and no further, be repealed or modified to the extent necessary to make fully effective the provisions of the Third Amendment.

SECTION 5. Any provision of the Santa Monica Municipal Code or appendices thereto, inconsistent with the provisions of this Ordinance, to the extent of such inconsistencies and no further, are hereby repealed or modified to that extent necessary to effect the provisions of this Ordinance.

SECTION 6. If any section, subsection, sentence, clause, or phrase of this Ordinance is for any reason held to be invalid or unconstitutional by a decision of any court of any competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. The City Council hereby declares that it would have passed this Ordinance, and each and every section, subsection, sentence, clause, or phrase not declared invalid or unconstitutional without regard to whether any portion of the Ordinance would be subsequently declared invalid or unconstitutional.

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SECTION 7. The Mayor shall sign and the City Clerk shall attest to the passage of this Ordinance. The City Clerk shall cause the same to be published once in the official newspaper within 15 days after its adoption. This Ordinance shall be effective 30 days from its adoption.

APPROVED AS TO FORM:
______________________________

JOSEPH LAWRENCE
Interim City Attorney

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Packet Pg. 847 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 15 of 15

EXHIBITA

DEVELOPMENT AGREEMENT
[behind this page]

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Packet Pg. 848 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 1 Recording Requested By:

City of Santa Monica
When Recorded Mail To:

City of Santa Monica
Santa Monica City Attorney’s Office
1685 Main Street, Third Floor
Santa Monica, CA 90401
Attention: City Attorney
No Recording Fee Required
California Government Code Section 27383
Space Above Line For Recorder’s Use

THIRD AMENDMENT TO DEVELOPMENT AGREEMENT

BY AND BETWEEN

CITY OF SANTA MONICA
AND
PROVIDENCE HEALTH SYSTEM-SOUTHERN CALIFORNIA, A CALIFORNIA NONPROFIT RELIGIOUS CORPORATION, AS SOLE MEMBER OF PROVIDENCE SAINT JOHN’S HEALTH CENTER, A CALIFORNIA NON-PROFIT RELIGIOUS

CORPORATION
__________________, 2022

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Packet Pg. 849 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 2 TABLE OF CONTENTS
RECITALS ..................................................................................................................................... 7 ARTICLE 1 DEFINITIONS ................................................................................................... 13 ARTICLE 1.5 PHASE II MASTER PLAN AND DEVELOPMENT AGREEMENT ............. 16

1.5.1 Phase II Master Plan ....................................................................................................16

1.5.2 Phase II Master Plan Adoption and Amendment .........................................................16

1.5.3 Original Development Agreement and First Amendment Terms and Conditions Deleted and Superseded as to Phase II Development Sites .......................16

1.5.4 Conflicts .......................................................................................................................17

1.5.5 Zoning Code Standards Superseded by Master Plan ...................................................17

1.5.6 Applicability of 2022 Zoning Code .............................................................................17 ARTICLE 2 DESCRIPTION OF PHASE II .......................................................................... 18

2.1 General Description of Phase II ...................................................................................18

2.2 Statement of Purpose ...................................................................................................18

2.3 Phase II Development Sites .........................................................................................18

2.4 Phase II Uses for Phase II Vested Development(s) .....................................................19

2.5 Phase II Vested Development Rights for Phase II Vested Development(s) ................20

2.6 Phase II Vesting Deadline ............................................................................................20

2.7 Outside Building Permit Issuance Dates......................................................................23

2.8 No Obligation to Develop Phase II ..............................................................................25

2.9 Damage or Destruction ................................................................................................25

2.10 Enhanced Transportation Demand Management .........................................................26

2.11 Open Space ..................................................................................................................26

2.12 Community Benefits ....................................................................................................29

2.13 Application Process for Phase II Buildings .................................................................29

2.14 Phase I and Phase II Parking ........................................................................................32

2.15 Access and Circulation ................................................................................................32

2.16 Removal of Surface Parking and Related Requirements .............................................32

2.17 Utility Easements .........................................................................................................33

2.18 Fire Access Easements .................................................................................................33

2.19 Water Neutrality During the Term of the Development Agreement ...........................33

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Packet Pg. 850 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 3 2.20 Recycled Water Ordinance ..........................................................................................33

2.21 Urban Runoff Reduction ..............................................................................................34 ARTICLE 3 PHASE II FEES, EXACTIONS, MITIGATION MEASURES AND CONDITIONS ......................................................................................... 34

3.1 Phase II Fees, Exactions, Conditions and Mitigation Measures ..................................34

3.2 Conditions on Modifications........................................................................................35

3.3 Implementation of Mitigation Measures and Conditions of Approval ........................35

3.4 On-Site Affordable Fee Waivers and Reductions ........................................................36 ARTICLE 4 OSHPD .............................................................................................................. 36

4.1 Phase II OSHPD Regulations ......................................................................................36

4.2 Preemption ...................................................................................................................37

4.3 Phase II Technical City Permit for Phase II Hospital Buildings .................................38 ARTICLE 5 EFFECT OF THIRD AMENDMENT ON CITY LAWS
AND REGULATIONS ...................................................................................... 38

5.1 Development Standards for Phase II; Phase II Existing Regulations ..........................38

5.2 Permitted Phase II Subsequent Code Changes ............................................................39

5.3 Common Set of Phase II Existing Regulations ............................................................41

5.4 Conflicting Enactments ................................................................................................41

5.5 Timing of Development ...............................................................................................42 ARTICLE 6 ARCHITECTURAL REVIEW BOARD, SIGNAGE AND

LANDMARKS COMMISSION REVIEW FOR PHASE II

DEVELOPMENT SITES PROCEEDING WITHIN THE PHASE II
VESTING DEADLINE ESTABLISHED BY SECTION 2.6 OF
THIS THIRD AMENDMENT .......................................................................... 42

6.1 Architectural Review Board Approval ........................................................................42

6.2 Phase II Signage ...........................................................................................................42

6.3 Landmarks Commission Review .................................................................................43

6.4 Concurrent Processing of Foundation Only Permit .....................................................43

6.5 Sections in Effect Prior to the Phase II Vesting Deadline ...........................................43 ARTICLE 7 PHASE II TECHNICAL PERMITS .................................................................. 43

7.1 Definitions....................................................................................................................43

7.2 Diligent Action by City ................................................................................................44

7.3 Conditions for Diligent Action by the City ..................................................................44

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Packet Pg. 851 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 4 7.4 Duration of Phase II Technical City Permits ...............................................................45 ARTICLE 8 AMENDMENT AND MODIFICATION OF
DEVELOPMENT AGREEMENT .................................................................... 46

8.1 Amendment and Modification .....................................................................................46

8.2 Minor Modifications ....................................................................................................46

8.3 Major Modifications ....................................................................................................46 ARTICLE 9 TERM OF DEVELOPMENT AGREEMENT .................................................. 47

9.1 Third Amendment Effective Date ................................................................................47

9.2 Term .............................................................................................................................47 ARTICLE 10 PERIODIC REVIEW OF COMPLIANCE ....................................................... 47

10.1 City Review .................................................................................................................47

10.2 Evidence of Good Faith Compliance ...........................................................................48

10.3 Information to be Provided to Saint John’s .................................................................48

10.4 Notice of Breach; Cure Rights .....................................................................................48

10.5 Failure of Periodic Review ..........................................................................................48

10.6 Termination of Development Agreement ....................................................................48

10.7 City Cost Recovery ......................................................................................................48 ARTICLE 11 DEFAULT ......................................................................................................... 49

11.1 Notice and Cure ...........................................................................................................49

11.2 Remedies for Monetary Default ...................................................................................49

11.3 Remedies for Non-Monetary Default ..........................................................................50

11.4 Modification or Termination of Agreement by City ....................................................52

11.5 Cessation of Rights and Obligations ............................................................................52

11.6 Completion of Improvements ......................................................................................53 ARTICLE 12 MORTGAGEES ................................................................................................ 53

12.1 Encumbrances on the Campus Property ......................................................................53 ARTICLE 13 TRANSFERS AND ASSIGNMENTS .............................................................. 55

13.1 Transfers and Assignments ..........................................................................................55

13.2 Release Upon Transfer .................................................................................................55 ARTICLE 14 INDEMNITY TO CITY .................................................................................... 56

14.1 Indemnity .....................................................................................................................56

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Packet Pg. 852 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 5 14.2 City’s Right to Defense ................................................................................................56 ARTICLE 15 GENERAL PROVISIONS ................................................................................ 57

15.1 Notices .........................................................................................................................57

15.2 Entire Development Agreement; Conflicts ..................................................................58

15.3 Binding Effect ..............................................................................................................58

15.4 Development Agreement Not for Benefit of Third Parties ..........................................58

15.5 No Partnership or Joint Venture ..................................................................................58

15.6 Estoppel Certificates ....................................................................................................59

15.7 Time .............................................................................................................................59

15.8 Excusable Delays .........................................................................................................59

15.9 Governing Law ............................................................................................................60

15.10 Cooperation in Event of Legal Challenge to Development Agreement ......................60

15.11 Attorneys’ Fees ............................................................................................................60

15.12 Recordation ..................................................................................................................61

15.13 No Waiver ....................................................................................................................61

15.14 Construction of this Development Agreement ............................................................61

15.15 Other Governmental Approvals ...................................................................................61

15.16 Jurisdiction and Venue .................................................................................................63

15.17 Exhibits ........................................................................................................................63

15.18 Counterpart Signatures .................................................................................................63

15.19 Certificate of Performance ...........................................................................................63

15.20 Interests of Saint John’s ...............................................................................................64

15.21 Operating Memoranda .................................................................................................64

15.22 Acknowledgments, Agreements and Assurance on the Part of Saint John’s ..............64

15.23 Not a Public Dedication ...............................................................................................65

15.24 Other Agreements ........................................................................................................65

15.25 Severability and Termination .......................................................................................65

15.26 Community Development Director Approval .............................................................65

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Packet Pg. 853 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 6 EXHIBITS
Exhibit “N” Campus Property Legal Description
Exhibit “O” 2022 Zoning Code
Exhibit “P” Phase II Development Sites
Exhibit “Q” Phase II Master Plan Standards
Exhibit “R-1” Community Benefits (amended and restated) Exhibit “R-2” Transportation Demand Management Plan Upon Phase II Implementation
Exhibit “R-3” Phase II Publicly-Accessible Open Space Regulations Exhibit “R-4” 24/7 Pedestrian Connections Regulations
Exhibit “R-5” Local Hiring as to Construction
Exhibit “R-6” Local Hiring as to Permanent Employees for Neighborhood Commercial Uses
Exhibit “S” Phase II Mitigation Measures and Project Design Features Exhibit “T” Form of Assignment and Assumption Agreement Exhibit “U” Phase II Parking Management Plan
Exhibit “V” Anticipated Lot Tie Agreements Diagram

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Packet Pg. 854 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 7 THIRD AMENDMENT TO DEVELOPMENT AGREEMENT
This Third Amendment to Development Agreement (“Third Amendment”), dated ____________, 2022, is entered into by and between PROVIDENCE HEALTH SYSTEMSOUTHERN CALIFORNIA, a California non-profit religious corporation (“Providence”) as sole corporate member of PROVIDENCE SAINT JOHN'S HEALTH CENTER, a California non-profit religious corporation (“Saint John's”), and THE CITY OF SANTA MONICA, a municipal corporation organized and existing pursuant to the laws of the State of California and the Charter of the City of Santa Monica (“City”). The Original Development Agreement (defined below in Recital “D”), as amended by the First Amendment (defined below in Recital “F”), Second Amendment (defined below in Recital “I”) and Third Amendment, shall be referenced collectively hereinafter as the “Development Agreement.” This Third Amendment is entered into by the Parties with reference to the following facts:

RECITALS
A. Pursuant to California Government Code Section 65864 et seq., and Chapter 9.60 of the 2022 Municipal Code, (collectively, the “Development Agreement Statutes”), the City is authorized to enter into binding development agreements with persons or entities having a legal or equitable interest in real property for the development of such real property.

B. Providence is the owner of land located in the City of Santa Monica, State of California, as more particularly described in Exhibit “N” to this Third Amendment (“Campus Property”). The Campus Property includes land located north of Santa Monica Boulevard (“North Campus”) and land located south of Santa Monica Boulevard (“South Campus”). The lots identified as Parcel 7 and Parcel 17 in Exhibit “N” (the “North Campus Ground Lease Lots”) are subject to a leasehold interest created by that certain ground lease dated November 19, 1975 (as the same has been amended and assigned, the “North Campus Ground Lease”) entered into by and between Saint John’s Hospital and Health Center, a California corporation, as ground lessor (the predecessor in interest to Providence) and Medical Associates, a California limited partnership, as ground lessee. The lot identified as Parcel 18 in Exhibit “N” (the “South Campus Ground Lease Lot”) is subject to a leasehold interest created by that certain Second Amended and Restated Ground Lease dated January 1, 2011 (as the same has been amended and assigned, the “South Campus Ground Lease”) entered into by and between Sisters of Charity of Leavenworth Health System, Inc., a Kansas nonprofit corporation, as landlord (the predecessor in interest to Providence), and HC Santa Monica Partners I, LLC, a Wisconsin limited liability company as tenant.

C. The existing health center located on the Campus Property and owned by Saint John’s has been providing health care and related community services in Santa Monica and surrounding communities since 1942.

D. The Sisters of Charity of Leavenworth Health Services Corporation, a Kansas non-profit corporation (“SCLHSC”), as sole and corporate member of Saint John’s, and City entered into that certain Development Agreement dated June 9, 1998 and recorded in the Official Records of the County of Los Angeles, State of California on July 29, 1998 as Instrument No. 98-1311808 (the “Original Development Agreement”).

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Packet Pg. 855 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 8 E. The Original Development Agreement provided vested rights for development of the Campus Property in two phases (“Phase I” and “Phase II”, respectively), with Phase I being developed entirely on the North Campus (i.e., north of Santa Monica Boulevard) and Phase II being developed on a portion of the North Campus and on the South Campus (i.e., south of Santa Monica Boulevard). The Original Development Agreement provided a ten (10)-year vesting deadline for Phase I (“Phase I Vesting Deadline”) and a seventeen (17)-year vesting deadline for Phase II (“Original Phase II Vesting Deadline”), subject to the provisions for the continuation of vested rights pursuant to Original Development Agreement Sections 3.8.2 and

3.8.3 and any extension approved by the Planning Commission, or the City Council on appeal, to extend the Original Phase II Vesting Deadline for the South Campus.

F. SCLHSC and City executed that certain First Amendment to Development Agreement dated October 4, 2011 and recorded in the Official Records of the County of Los Angeles, State of California on October 13, 2011 as Instrument No. 20111388841 (the “First Amendment”). The First Amendment extended the Phase I Vesting Deadline, modified SCLHSC’s obligation under the Original Development Agreement to construct the North Subterranean Parking Structure and Entry Plaza as part of Phase I, and allowed a modified Entry Plaza and parking program in-lieu of constructing the North Subterranean Parking Structure.

G. Since approval of the First Amendment, Saint John’s has completed construction of Phase I in accordance with the Original Development Agreement and First Amendment.

H. SCLHSC was replaced by Providence as the sole corporate member for Saint John’s in 2014.

I. Providence and the City executed that certain Second Amendment to Development Agreement dated August 28, 2017 and recorded in the Official Records of the County of Los Angeles, State of California on October 2, 2017 as Instrument No. 20171125181 (“Second Amendment”). The Second Amendment modified the terms of the Original Development Agreement, as amended by the First Amendment, with respect to Phase II as follows:

I(1) Replacement of the Original Development Agreement’s requirement for Planning Commission approval of a South Campus Master Plan with a requirement for City Council approval of the Phase II Master Plan to address Phase II development on both the North and South Campuses (“Phase II Master Plan”).

I(2) Establishment of the basic development parameters for the Phase II Master Plan.

I(3) Provision that no Phase II Development Review Permits shall be issued for the development of any building or parcel contemplated in the Phase II Master Plan prior to City Council approval of the Phase II Master Plan.

I(4) Provision that Saint John’s and the City each agree and covenant to negotiate in good faith a third amendment to the Original Development Agreement, as amended,

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Packet Pg. 856 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 9 to extend the Original Phase II Vesting Deadline in consideration for the provision of additional community benefits.

I(5) Confirmation that nothing in the Second Amendment constituted a confirmation or denial of Saint John’s vested rights under the Original Development Agreement, as modified by the First Amendment, it being understood and agreed to by the City and Saint John’s that the intent of the Second Amendment was solely to make a procedural change to implement the Original Development Agreement, as modified by the First Amendment, while preserving the substantive rights of Saint John’s and the City, respectively.

J. City and Saint John’s desire to execute the Third Amendment to implement the procedural changes authorized by the Second Amendment; extend the Original Phase II Vesting Deadline; and reduce the total square footage below that originally envisioned for Phase II and below that allowed by the 2022 Zoning Code applicable to the Phase II Development Sites in order to implement shared City and Saint John’s planning principles for Phase II including with respect to placemaking, enhanced open spaces, functional zoning, increasing porosity and connectivity, mobility and varied building heights; and provide additional community benefits.

K. With respect to Phase II, the Principal Purpose (set forth in Recital O of the Original Development Agreement) to provide an integrated health delivery system that offers a full continuum of care (including traditional health services as well as extended services which focus on outpatient care, prevention and community health education) to people who reside or work in Santa Monica and surrounding communities continues to apply.

L. In total, the following applications for Phase II have been filed (collectively the “Phase II Development Applications”):

L(1) Phase II Master Plan application (15ENT-0068),
L(2) Amendment to the Original Development Agreement (as amended by the First Amendment and the Second Amendment) (15ENT-0212), L(3) A Tentative Tract Map for certain properties on the Saint John’s Campus Property (19ENT-0206) (the “Tentative Tract Map”),
L(4) A Street Vacation application to vacate the northern portion of 21st Street between Broadway and Santa Monica Boulevard in accordance with the Phase II Master Plan (19PWMISC-0080) (the “Street Vacation Application”),
L(5) Eight (8) Development Review Permit applications for Phase II Buildings (15ENT-0203 through 15ENT-0210) that remain pending, but will be deemed withdrawn upon the Third Amendment Effective Date; Saint John’s plans to resubmit new Development Review Permit applications at a later date in accordance with the terms of this Third Amendment, L(6) A Reduced Parking Permit application (15ENT-0211) which will be deemed withdrawn upon the Third Amendment Effective Date because parking is addressed in this Third Amendment and the Phase II Master Plan,

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Packet Pg. 857 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 10 L(7) A Child Care Implementation Plan, which has been incorporated into and replaced with Exhibit “R-1” of this Third Amendment,
L(8) An Amended Santa Monica Community Access Plan (“SMCAP”), components of which have been incorporated into and replaced with Exhibit “R-1” of this Third Amendment,

L(9) An application to amend the 1998 Hospital Area Specific Plan, which was automatically withdrawn after the Hospital Area Specific Plan was repealed, and L(10) An application to amend the City’s Land Use and Circulation Element (18ENT-0307) (“2022 LUCE Amendment”) to document that the 1998 Hospital Area Specific Plan was repealed and is no longer planned for update during the LUCE time horizon.

M. The City and Saint John’s acknowledge and agree that (a) Saint John’s retained a child care consultant with expertise in employer-related child care to conduct a study of projected child care needs generated by anticipated Phase II facilities and uses and to develop recommendations on the best facility and program design for the Phase II child care program (“Child Care Needs Assessment for Phase II”); (b) City staff reviewed the consultant and study methodology prior to initiation of the study; (c) the Child Care Needs Assessment for Phase II was reviewed by City staff and modified in accordance with staff’s comments; and (d) the results of the Child Care Needs Assessment for Phase II informed the Phase II child care program requirements described in Exhibit “R-1”.

N. Saint John’s has paid all necessary costs and fees associated with the City’s processing of the Phase II Development Applications and this Third Amendment.

O. The City’s Land Use and Circulation Element (“2022 LUCE”), as amended by the 2022 LUCE Amendment, includes the following provisions that are relevant to Saint John’s and the Campus Property:

O(1) The 2022 LUCE, as amended by the 2022 LUCE Amendment, acknowledges that “Phase II anticipates the development of a state-of-the-art medical campus with 799,000 square feet of space.” (p. A-16)
O(2) 2022 LUCE, as amended by the 2022 LUCE Amendment, Goal E10 provides: “Support the responsible expansion of the City’s existing hospitals and their ancillary support facilities that are requisite to their missions of serving the community.” (p. 3.4-22) O(3) 2022 LUCE, as amended by the 2022 LUCE Amendment, Policy D28.1 is to “[a]ccommodate the continued operation and planned responsible expansion of [Saint] John’s and SM-UCLA, and associated medical office uses.” (p. 2.6-49) O(4) 2022 LUCE, as amended by the 2022 LUCE Amendment, Policy E10.1 states: “Support the responsible expansion of Saint John’s Health Center and Santa MonicaUCLA Medical Center in the Healthcare District.” (p. 3.4-22)

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Packet Pg. 858 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 11 O(5) 2022 LUCE, as amended by the 2022 LUCE Amendment, page 2.6-48 indicates that Saint John’s is specifically “encouraged to expand across Santa Monica Boulevard toward Broadway.”
O(6) 2022 LUCE, as amended by the 2022 LUCE Amendment, Policy D28.8 is to “[e]ncourage the development of a comfortable, landscaped pedestrian environment including plaza and usable landscaped open spaces with all major renovations to hospital facilities.” (p.

2.6-49)
O(7) 2022 LUCE, as amended by the 2022 LUCE Amendment, Policy D29.2 is to “[l]ocate parking facilities facing Santa Monica Boulevard or Wilshire underground or provide active uses on the ground floor and screen the upper floors of above-grade structures.” (p. 2.6- 50)
O(8) 2022 LUCE, as amended by the 2022 LUCE Amendment, Policy D29.5 “encourage[s] the development of an enhanced pedestrian realm with improved sidewalks, landscaping and pedestrian amenities.” (p. 2.6-50)
O(9) 2022 LUCE, as amended by the 2022 LUCE Amendment, Policy D28.9 is to “provide appropriate transitions and buffers between new hospital facilities and the existing residential neighborhoods.” (p. 2.6-49)
P. Following the filing of the Phase II Development Applications, the City prepared and circulated for public review and comment a Draft Environmental Impact Report (“Phase II DEIR”) pursuant to the California Environmental Quality Act (“CEQA”) and designated SCH No. 2017041030. Following close of the comment period, the City prepared a Final Environmental Impact Report pursuant to CEQA (“Phase II FEIR”).

Q. This Third Amendment provides vested rights for a total of 681,900 square feet of above- and below-grade floor area distributed amongst the Phase II Development Sites and a minimum of ten (10) replacement multi-family apartment units to replace the existing ten (10) vacant apartment units on the South Campus. This is 117,100 square feet less than the 799,000 square feet of originally envisioned floor area included in the Original Development Agreement.

R. Phase II will be developed in multiple stages over an extended period of time as provided in Section 2.6 and the Phase II Master Plan. The phased implementation of Phase II is essential in order to allow Saint John’s to provide critical hospital, health care and related services without interruption while its new Phase II facilities are being constructed, provide sufficient parking to meet its peak parking demand during Phase II build-out, address evolving healthcare delivery methods and economic cycles, and raise the funds necessary to carry-out Phase II.

S. The City Council has determined that the public interest is best served by this Third Amendment. This Third Amendment shall (1) eliminate uncertainty in planning for, and secure orderly development of, Phase II, (2) assure installation of necessary improvements, (3) provide for public infrastructure and services appropriate to development of Phase II, (4) preserve City discretion in reviewing subsequent development of the Campus Property, (5)

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Packet Pg. 859 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 12 secure for the City improvements that benefit the public, and (6) otherwise achieve the goals and purposes for which the Development Agreement Statutes were enacted.

T. This Third Amendment is consistent with the public health, safety and welfare needs of the residents of the City and the surrounding region. The City has specifically considered and approved the impacts and benefits of the development of Phase II on the Campus Property in accordance with this Third Amendment. Phase II will provide a number of significant project features and community benefits as set forth in Exhibit “R-1”.

U. The development assurances provided by this Third Amendment and the resulting construction of the planned facilities in Phase II will allow Saint John’s to continue to provide high quality health care. Phase II will allow the integration of interrelated medical and health care functions resulting in increased efficiency in the delivery of health care services. Phase II will also allow Saint John’s to continue providing community programs and community services.

The continuation and expansion of quality health care services and facilities is a significant public benefit.

V. Saint John’s has historically provided various charitable health care and related benefits to the community of Santa Monica, as its core service area, and will continue providing charitable health care and related benefits pursuant to Exhibit “R-1” of this Third Amendment.

W. The City Council has found that the provisions of the Third Amendment are consistent with the relevant provisions of the City’s 2022 General Plan, including the 2022 LUCE, as amended by the 2022 LUCE Amendment.

X. On January 26, 2022, the City’s Planning Commission held a duly noticed public hearing on the Phase II FEIR, the Tentative Tract Map, the 2022 LUCE Amendment, the repeal of the HASP, this Third Amendment, and the Phase II Master Plan. At such hearing, the Planning Commission recommended that the City Council certify the Phase II FEIR and approve the 2022 LUCE Amendment, the repeal of the HASP, this Third Amendment, the Phase II Master Plan, and the Tentative Tract Map.

Y. On March 22, 2022, the City Council held a duly noticed public hearing on the Phase II FEIR, the Tentative Tract Map, the 2022 LUCE Amendment, the repeal of the HASP, this Third Amendment, the Phase II Master Plan, and the Street Vacation Application. At such hearing, the City Council took the following actions:

Y(1) Certified the Phase II FEIR (Resolution No. _______); Y(2) Adopted a Statement of Overriding Considerations and Mitigation and Monitoring Plan (Resolution No. _______);
Y(3) Adopted Resolution No. _______ amending the 2022 LUCE and repealing the Hospital Area Specific Plan;
Y(4) Introduced Ordinance No. _______ for first reading approving this Third Amendment;

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Packet Pg. 860 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 13 Y(5) Adopted Resolution No. _______ conditionally approving the Street Vacation;
Y(6) Approved the Phase II Master Plan (Resolution No. _______); and Y(7) Approved the Tentative Tract Map.

Z. On March 22, 2022, the City Council adopted Ordinance No. ________ approving this Third Amendment and adopted Resolution No. _______ stating the City Council’s intent to conditionally vacate of a portion of 21st Street between Santa Monica Boulevard and Broadway subject to the satisfaction of specified conditions therein.

AA. On ______, 2022, the City Council adopted Resolution No. ________ conditionally vacating a portion of 21st Street between Santa Monica Boulevard and Broadway subject to the satisfaction of specified conditions therein.

NOW THEREFORE, in consideration for the covenants and conditions hereinafter set forth, the parties hereto do hereby agree as follows:

ARTICLE 1

DEFINITIONS
Capitalized terms not defined below shall have the meanings set forth in 2022 Zoning Code or the Phase II Master Plan. The terms defined below, whether capitalized or not, have the meanings in this Third Amendment as set forth below unless this Third Amendment expressly requires otherwise:

1.1 “2022 General Plan” means the General Plan of the City of Santa Monica, and all elements thereof including the 2022 LUCE, as amended by 2022 LUCE Amendment, as of the Third Amendment Effective Date unless otherwise indicated in this Third Amendment.

1.2 “2022 SMMC” and “2022 Municipal Code” mean the Santa Monica Municipal Code, including the 2022 Zoning Code in effect on the Third Amendment Effective Date unless specifically stated to refer to the Santa Monica Municipal Code as it may be in effect at some other time.

1.3 “2022 Zoning Code” means the City of Santa Monica Comprehensive Land Use and Zoning Ordinance and Land Use and Zoning Related Provisions (2022 SMMC Chapters

9.01 to 9.68) in effect on the Third Amendment Effective Date, set forth in its entirety as Exhibit “O” to this Third Amendment.

1.4 “Administrative Approval” means an administrative review and assessment of the proposed development project in light of explicit standards contained in this Third Amendment, the Phase II Master Plan, and the 2022 Zoning Code (as modified by this Third Amendment) which have been designed to ensure that the completed project will be in harmony with existing or potential development in the surrounding area, consistent with the goals,

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Packet Pg. 861 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 14 objectives and policies of the 2022 General Plan in force and effect as of the Third Amendment Effective Date.

1.5 “ARB” means the City’s Architectural Review Board.

1.6 “Campus Property” has the same meaning defined in Recital B of this Third Amendment and Exhibit “N” of this Third Amendment.

1.7 “CEQA” means the California Environmental Quality Act (California Public Resources Code Sections 21000, et seq.).

1.8 “City Council” means the City Council of the City of Santa Monica, or its designee.

1.9 “Community Development Director” means the Director of the City’s Department of Community Development or his or her designee.

1.10 “Default” means any event that with notice or passage of time, or both, would constitute an Event of Monetary Default or Event of Non-Monetary Default (as defined in Article 11, herein). This definition supersedes the definition contained in Section 14.1.1 of the Original Development Agreement.

1.11 “Development Review Permit” has the same meaning as this same term in 2022 SMMC Section 9.40.010, except as modified by this Third Amendment. With respect to Phase II, this definition supersedes and replaces the definition contained in Section 3.2.1 of the Original Development Agreement.

1.12 “Discretionary Approval(s)” are actions which require the exercise of judgment or a discretionary decision, and which contemplate and authorize the imposition of revisions or additional conditions, by the City, including any board, commission, or department of the City and any officer or employee of the City. Discretionary Approvals do not include Administrative Approvals or Ministerial Approvals.

1.13 “Third Amendment Effective Date” has the meaning set forth in Section 9.1 of this Third Amendment.

1.14 “Employee” means any person employed full or part-time by a person(s), firm, business, educational institution, nonprofit agency or corporation, government agency or other entity. This term excludes the following: temporary employees, field construction workers, independent contractors, volunteers, seasonal employees and field personnel.

1.15 "Floor Area" has the meaning as defined in 2022 SMMC Section 9.04.080. With respect to Phase II, this definition supersedes and replaces the definition contained in Section

1.4.7 of the Original Development Agreement.

1.16 “Including” means “including, but not limited to.”

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Packet Pg. 862 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 15 1.17 “Life of the Phase II Building” shall mean a period commencing on the date the final Certificate of Occupancy is issued for each Phase II Building and ending on the date the Phase II Building is damaged or destroyed and cannot be rebuilt in accordance with the development standards permitted in this Development Agreement and the Phase II Master Plan, in which event the Life of the Phase II Building shall be deemed to have ended as of the date of such damage or destruction.

1.18 “Ministerial Approval(s)” mean any action which merely requires the City (including any board, commission, or department of the City and any officer or employee of the City), in the process of approving or disapproving a permit or other entitlement, to determine whether there has been compliance with applicable statutes, ordinances, regulations, or conditions of approval. Without limiting the generality of the foregoing, the exercise of duties and/or professional judgment by any City official referenced in 2022 SMMC Article 7 (Public Works), as amended from time to time, including, without limitation, the City Engineer, constitutes a ministerial approval.

1.19 “OSHPD” means California’s Office of Statewide Health Planning and Development.

1.20 “Parties” mean both the City and Saint John’s and “Party” means either the City or Saint John’s, as applicable.

1.21 “Phase II” means the Phase II Buildings and infrastructure improvements.

1.22 “Phase II Average Natural Grade” or “Phase II ANG” means the average natural grade as established for each Phase II Development Site. The Phase II ANGs included in the Phase II Master Plan Standards in Exhibit “Q” supersede and replace the 2022 Zoning Code’s calculation for Phase II in 2022 SMMC Section 9.04.050(A)(1) and shall be utilized for the determination of building height for Phase II Vested Development(s).

1.23 “Phase II Building” refers to any building constructed on a Phase II Development Site as part of Phase II.

1.24 “Phase II Development Sites” means the areas identified as Phase II Development Sites in Exhibit “P”.

1.25 “Phase II Hospital Building” means “hospital building” as defined in California Health and Safety Code Section 129725 and Section 7-111 of Part 1, Chapter 7 of Title 24 of the California Code of Regulations.

1.26 “Phase II Master Plan Standards” means those certain development standards contained in certain sections of the Phase II Master Plan listed in Exhibit “Q” attached.

1.27 “Phase II Vested Development(s)” means Phase II buildings and/or improvements whereby the Planning Application(s) is filed on or before the Phase II Vesting Deadline (as it may be extended) in accordance with Third Amendment Section 2.6.1. After

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Packet Pg. 863 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 16 approval of the Phase II Planning Application(s) for such buildings and/or improvements, “Phase II Vested Development(s)” means the building permit is secured prior to the Outside Building Permit Issuance Date (as it may be extended) in accordance with Third Amendment Sections

2.7.1 and 2.7.2. After issuance of the building permit(s) for such buildings and/or improvements, “Phase II Vested Development(s)” means construction of the Phase II buildings and improvements in accordance with Third Amendment Section 2.7.4.

1.28 “Term” has the meaning set forth in Section 9.2 of this Third Amendment.

ARTICLE 1.5

PHASE II MASTER PLAN AND DEVELOPMENT AGREEMENT

1.5.1 Phase II Master Plan. The Phase II Master Plan establishes the basic parameters for Phase II Vested Development(s), including, without limitation: (a) building placement, (b) building height for all buildings, (c) Floor Area for all buildings, (d) setbacks for all buildings, (e) step backs for all buildings, (f) parking (both subterranean and above-grade), (g) location of uses, (h) vehicular, bicycle and pedestrian circulation, and (i) open space. The Phase II Master Plan also designates the existing buildings and existing parking lots that shall be subject to demolition and removal in order to allow for the development of the new Phase II Buildings and improvements. Except as provided in Section 2.14.2 of this Third Amendment with respect to parking, the Phase II Master Plan shall not apply to any development that does not qualify as a Phase II Vested Development.

1.5.2 Phase II Master Plan Adoption and Amendment. The Phase II Master Plan Standards (Exhibit “Q”) shall be adopted by ordinance as part of this Third Amendment.

Except for the Phase II Master Plan Standards, the Phase II Master Plan shall be adopted by the City Council by resolution. Any proposed amendments to the Phase II Master Plan Standards (Exhibit “Q”) shall be considered as a proposed amendment to the Development Agreement except to the extent that such proposed amendment qualifies as a Minor Modification in Section

8.2 of this Third Amendment. All other proposed amendments to the Phase II Master Plan shall (a) not require an amendment to the Development Agreement and (b) be amended by City Council resolution. In order to initiate an amendment to the Phase II Master Plan other than an amendment to the Phase II Master Plan Standards or a Minor Modification, Saint John’s shall file a letter application with the Community Development Department.

1.5.3 Original Development Agreement and First Amendment Terms and Conditions Deleted and Superseded as to Phase II Development Sites. The Original Development Agreement and First Amendment shall remain in effect as to Phase I development identified in the Original Development Agreement, except as expressly modified by this Third Amendment or as necessary to implement the Phase II Master Plan. The portions of the Original Development Agreement and First Amendment that set forth the respective rights and obligations of the Parties with respect to Phase II are superseded entirely by the terms and conditions of this Third Amendment. It is the intent of the Parties to construe and interpret this Third Amendment as: (i) implementing the Second Amendment; (ii) constituting the amendment and restatement of the Development Agreement as to all development on Phase II Development Sites (Exhibit “P”); and (iii) constituting the amendment and restatement of all on-going Community Benefits

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Packet Pg. 864 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 17 (Exhibit “R-1”) for Phase I and Phase II, and (iv) constituting the amendment of certain general provisions of the Original Development Agreement and First Amendment as described further in this Third Amendment.

1.5.4 Conflicts. If there is a conflict or inconsistency between (a) this Third Amendment and (b) the Original Development Agreement, First Amendment and/or Second Amendment, this Third Amendment shall prevail. If there is a conflict or inconsistency between the text of this Third Amendment and the Phase II Master Plan Standards (Exhibit “Q”), the Phase II Master Plan Standards (Exhibit “Q”) shall prevail; provided, however, that omissions in the Phase II Master Plan Standards (Exhibit “Q”) shall not constitute a conflict or inconsistency with the text of this Third Amendment.

1.5.5 Zoning Code Standards Superseded by Master Plan. Except as explicitly stated otherwise in Section 2.6.2 of this Third Amendment, the Phase II Master Plan Standards (Exhibit “Q”) shall govern Phase II Vested Development(s) and supersede the applicable development standards in the 2022 Zoning Code (or future code, as applicable), including but not limited to the following:
(a) All land use regulations and development standards for the Healthcare Mixed-Use District (in 2022 SMMC Chapter 9.13) and Mixed-Use Boulevard Low District (in 2022 SMMC Chapter 9.11);
(b) The definition of Average Natural Grade in 2022 SMMC Section

9.04.050;
(c) All general site regulations in 2022 SMMC Chapter 9.21, including but not limited to (i) permitted projections above Phase II height limits in 2022 SMMC Section

9.21.060, (ii) permitted projections into required setbacks in 2022 SMMC Section 9.21.110, (iii) regulations on unexcavated yards in 2022 SMMC Section 9.21.190, and (iv) resource recovery and recycling standards in 2022 SMMC Section 9.21.130;
(d) The community benefits requirements in 2022 SMMC Chapter 9.23; (e) The parking, loading and circulation standards in 2022 SMMC Chapter

9.28; and
(f) The standards for Child Care and Early Education Facilities in 2022 SMMC Section 9.31.120.

1.5.6 Applicability of 2022 Zoning Code. Except as provided in this Third Amendment and the Phase II Master Plan, the 2022 SMMC shall govern Phase II Vested Development(s).

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Packet Pg. 865 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 18 ARTICLE 2

DESCRIPTION OF PHASE II

2.1 General Description of Phase II.

Phase II consists of the proposed future Phase II Buildings, improvements and infrastructure identified in the Phase II Master Plan Standards (Exhibit “Q”) and this Third Amendment for Phase II Vested Development(s). The Phase II Development Sites are depicted in Exhibit “P” (“Phase II Development Sites”).

2.2 Statement of Purpose.

The purpose of this Third Amendment is to provide Saint John’s with vested rights to implement its Phase II Master Plan for Phase II Vested Development(s) by developing specific health care-related uses and related support functions with sufficient Floor Area, floor plates and building height for such uses, in consideration for Saint John’s undertaking an extensive master planning process with the City to address circulation, open space, building height/density, and parking in a comprehensive manner and Saint John’s provision of Community Benefits (Exhibit “R-1”), while preserving City discretion in its future review of applications for Phase II Buildings, subject to the limitations on such discretion contained in this Third Amendment and the Phase II Master Plan. All Phase II uses must be operated as integral parts of Saint John’s health care campus except for replacement Phase II Multifamily Housing, Phase II Neighborhood Commercial Uses, Phase II Health-Related Services and Phase II Restaurants as such uses are defined in the Phase II Master Plan Standards (Exhibit “Q”).

2.3 Phase II Development Sites.

2.3.1 The City acknowledges that portions of the Campus Property are covered by Tentative Tract Map Application No. 19ENT-0206. Prior to issuance of a building permit for the first Phase II Building and within the time limits of the Subdivision Map Act (California Government Code Sections 66410, et seq.), Saint John’s shall obtain a final tract map delineating the Phase II Development Sites consistent with the Tentative Tract Map. The City shall approve a final subdivision map for the Campus Property, or any portion thereof, if it is in compliance with (A) the California Subdivision Map Act then in effect, (B) the City’s Subdivision Ordinance then in effect so long as the City’s Subdivision Ordinance does not conflict with the mandatory provisions of the California Subdivision Map Act, and (C) the terms of this Third Amendment.

After the final tract map has been approved by the City Council and recorded with the Los Angeles County Recorder’s Office, the relevant portions of the final tract map’s legal description shall replace the relevant portions of the legal description for the Campus Property in Exhibit “N” of this Third Amendment and Exhibit “A” of the Original Development Agreement and no amendment to the Development Agreement, including this Third Amendment, shall be required.

Upon recordation of the final tract map, City agrees that (a) the legal description approved by the final tract map shall replace the relevant portions of the legal description included in the Certificate of Compliance dated November 14, 2013 and recorded in the County Recorder’s Office on November 25, 2013 as Document No. 20131979102 and (b) the City shall work with Saint John’s to promptly terminate the five 2013 Agreements To Hold Parcels As A Single

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Packet Pg. 866 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 19 Building Site recorded in the County Recorder’s Office on December 9, 2013 as Documents No. 20131736422, 20131736423, 20131736424, 20131736425, and 20131736426.

2.3.2 Prior to issuance of a building permit for a Phase II Building that is to be constructed on more than one parcel, an Agreement(s) To Hold Parcels As A Single Building Site or equivalent shall be required pursuant to 2022 SMMC Section 9.21.030 or any successor thereto, and shall be recorded in the County Recorder’s Office. Based upon implementation of the Phase II Master Plan, Agreement(s) To Hold Parcels As A Single Building Site or equivalent are anticipated to be utilized as shown in Exhibit “V,” which is attached for illustrative purposes only.

2.3.3 For the avoidance of doubt and as documented in the legal description set forth in Exhibit “N”, the building and improvements that are situated on the North Campus Ground Lease Lots and the building and improvements that are situated on the South Campus Ground Lease Lot are not subject to this Development Agreement.

2.4 Phase II Uses for Phase II Vested Development(s).

2.4.1 Vested Uses. The Permitted Uses contained in Section 3.3 of the Original Development Agreement shall only apply to Phase I buildings. The Phase II Vested Uses are included in the Phase II Master Plan Standards (Exhibit “Q”) and shall only apply to Phase II Vested Development(s).

2.4.2 Phase II Uses Permitted through Minor Use Permit. A minor use permit shall be required for uses identified as requiring a Minor Use Permit in the Santa Monica Municipal Code in effect at the time the use is sought to be established, with the exception of any uses that are defined as Phase II Vested Uses in the Phase II Master Plan Standards (Exhibit “Q”). Uses requiring a Minor Use Permit may commence operating within Phase II Development Sites upon (a) issuance of a Minor Use Permit in accordance with the procedures established in the Santa Monica Municipal Code at the time the use is sought, and (b) the issuance of a business license.

2.4.3 Phase II Conditionally Permitted Uses. “Phase II Conditionally Permitted Uses” include all uses that are identified as Conditionally Permitted Uses in the Santa Monica Municipal Code in effect at the time the use is sought to be established, with the exception of any uses that are defined as Phase II Vested Uses in the Phase II Master Plan Standards (Exhibit “Q”). Phase II Conditionally Permitted Uses may commence operating within Phase II Development Sites upon (a) issuance of a Conditional Use Permit (“CUP”) in accordance with the procedures established in the Santa Monica Municipal Code at the time the use is sought, and (b) the issuance of a business license.

2.4.4 Phase II Prohibited Uses. “Phase II Prohibited Uses” include all uses that are identified as prohibited uses in the Santa Monica Municipal Code in effect at the time the use is sought to be established, with the exception of any uses that are defined as Phase II Vested Uses in the Phase II Master Plan Standards (Exhibit “Q”).

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Packet Pg. 867 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 20 2.4.5 Other Phase II Uses Subject to Discretionary City Planning Approvals. In addition to Phase II Vested Uses, Minor Use Permit Uses, and Conditionally Permitted Uses, Saint John’s may seek City discretionary planning approval for uses within Phase II Development Sites that are allowed by any other City discretionary process as provided in the Santa Monica Municipal Code in effect when the use is sought to be established. Such use(s) may not commence until the requisite City discretionary planning approval and a business license are obtained.

2.4.6 Limitations on Phase II Floor Area, Height and Number of Units. For Phase II Vested Development(s), the Phase II Vested Uses shall not exceed the applicable aggregate Floor Area, height, or number of units set forth in the Phase II Master Plan Standards (Exhibit “Q”).

2.5 Phase II Vested Development Rights for Phase II Vested Development(s). For Phase II Vested Development(s), Saint John’s shall have a vested right to develop Phase II Development Sites with the Floor Areas, building heights, Phase II Vested Uses and number of units indicated in Tables III-1 to III-3 of the Phase II Master Plan Standards (Exhibit “Q”).

Phase II includes vested rights for above- and below-grade connections on/over/under the Campus Property between (a) Phase II Buildings and the Phase I D & T Center (as defined in the Original Development Agreement) and (b) Phase II Buildings and the Phase I Inpatient Suites (as defined in the Original Development Agreement). In addition, implementation of Phase II in compliance with the Phase II Master Plan Standards (Exhibit “Q”) contemplates and requires modifications to certain Phase I elements and requirements, including with respect to Phase I circulation and open space, and no further amendment to this Development Agreement shall be required for such modifications to Phase I elements.

2.6 Phase II Vesting Deadline.

2.6.1 Phase II Vesting Deadline and Extensions. The Phase II vested development rights detailed in Section 2.4 and Section 2.5 of this Third Amendment shall be subject to the following time limitations:
(a) Saint John’s shall achieve deemed complete status for Development Review Permit applications (or Administrative Approval applications, as applicable) for all Phase II Buildings within seventeen (17) years of the Third Amendment Effective Date (“Phase II Vesting Deadline”).
(b) The Phase II Vesting Deadline set forth in Section 2.6.1(a) of this Third Amendment may be extended by the City’s Community Development Director one or more times for up to a cumulative maximum of three (3) years in the Community Development Director’s exercise of reasonable discretion.
(c) In reviewing Development Review Permit and Administrative Approval applications for development on Phase II Development Sites that are timely filed in accordance with the Phase II Vesting Deadline, the City shall honor the vested rights as established in this Third Amendment and the Phase II Master Plan Standards (Exhibit “Q”).

The City may not deny Phase II Permitted Uses, vested Floor Area or vested heights in

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Packet Pg. 868 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 21 reviewing and rendering decisions on Development Review Permits and Administrative Approval applications for Phase II Development Sites that are consistent with this Third Amendment, the vested rights granted herein and the Phase II Master Plan Standards (Exhibit “Q”).

2.6.2 Phase II Planning Applications Filed After The Phase II Vesting Deadline.

With respect to the Phase II Development Site for which a Phase II Planning Application is filed after the Phase II Vesting Deadline but during the Term of the Development Agreement, Saint John’s shall no longer have any vested rights pertaining to such Phase II Development Site, whether established in this Third Amendment and/or in the Phase II Master Plan Standards (Exhibit “Q”).

2.6.3 No Vested Rights to Future Public Right of Way Easement(s). City acknowledges that as part of a Development Review Permit application for any Phase II Building, or separately, Saint John's may propose either or both (a) enclosed and covered pedestrian overpasses elevated above Santa Monica Boulevard (“Pedestrian Connections Across Santa Monica Boulevard”) in order to transport patients and employees between buildings on the North Campus and the South Campus and (b) one or more tunnels beneath Santa Monica Boulevard to provide vehicular, service and/or pedestrian access between the North Campus and South Campus under Santa Monica Boulevard (“Tunnels Under Santa Monica Boulevard”). Notwithstanding anything to the contrary herein or in the Phase II Master Plan, Saint John’s acknowledges, understands, and agrees that nothing herein or in the Phase II Master Plan shall be interpreted as the granting any vested or property rights over public rights-of-way and that Saint John’s will be required to seek separate discretionary approvals from the City to authorize any encroachments or easements on, above, or under any public rights-of-way, which authorization may be granted, denied or conditioned in the City’s sole and absolute discretion.

2.6.4 Conditional 21st Street Vacation.
(a) 21st Street Vacation through Phase II Vesting Deadline. City acknowledges, understands and agrees that the Phase II Master Plan contemplates the vacation of a portion of 21st Street (“Street Vacation”) as essential to the development of certain Phase II Development Sites. Notwithstanding anything to the contrary herein or in the Phase II Master Plan, Saint John’s acknowledges, understands, and agrees that the approval of the Street Vacation Application concurrently with this Third Amendment shall be subject to all of the following conditions:
(i) the approval of the Street Vacation shall terminate in the event that Saint John’s does not meet the Phase II Vesting Deadline for the S1 or S3 sites in accordance with Section 2.6.1, above;
(ii) the approval of the Street Vacation shall terminate if Saint John’s does not obtain building permits for the Phase II development of the S1 or S3 sites prior to the Outside Building Permit Issuance Date, as it may be extended, pursuant to Third Amendment Section 2.7, below;

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Packet Pg. 869 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 22 (iii) the City accepts a dedication of Saint John’s Way and 20th Place in accordance with Third Amendment Section 2.6.5, below; (iv) the City accepts a dedication of the Middle 24/7 Pedestrian Connection (as defined in Third Amendment Section 2.11.4(a)) pursuant to an easement agreement in accordance with Third Amendment Section 2.11.5; (v) Saint John’s dedicates the West 24/7 Pedestrian Connection (as defined in Third Amendment Section 2.11.4(b)) pursuant to a springing easement agreement in accordance with Third Amendment Section 2.11.5; and
(vi) a written plan for interim condition of the vacated Street Vacation area is submitted by Saint John’s and approved by the Community Development Director based on the requirements for the interim condition set forth in Section D.2.2 of the Phase II Master Plan Standards (Exhibit “Q”).
(vii) Saint John’s shall provide City with any subsurface easements where public water or sewer utilities may be located and any areas that would have to be accessed for maintenance of those utilities.
(b) 21st Street Vacation After Phase II Vesting Deadline. If the Street Vacation is not effectuated in accordance with the timing and conditions in Section 2.6.4(a) above, then Saint John’s may subsequently request City authorization for the Street Vacation but nothing herein or in the Phase II Master Plan shall be interpreted as granting any vested right to the Street Vacation after the Phase II Vesting Deadline and Saint John’s will be required to seek separate discretionary approvals from the City to authorize the Street Vacation, which authorization may be granted, denied or conditioned in the City’s sole and absolute discretion.

2.6.5 Dedication and Acceptance of Street Easement(s). Prior to the closure of the northern portion of 21st Street in accordance with Section 2.6.4(a) above, Saint John’s shall dedicate to City and City shall accept the dedication of Saint John’s Way and 20th Place as public rights-of-way pursuant to an easement agreement(s) in a form approved by the City Attorney, subject to all of the following conditions:
(a) Completion of street improvements and utility relocations for 20th Place/Saint John’s Way are constructed in accordance with an off-site improvement plan (including all public improvements customary for the City’s streetscape standards, including, without limitation, parking meters, bicycle facilities, trees and landscaping, street furniture, fire hydrants, street light illumination, and street signage) that is consistent with the Phase II Master Plan Standards (Exhibit “Q”) and approved by the City Engineer in accordance with 2022 SMMC Article 7 (Public Works), as amended from time to time,

(b) Acceptance of non-City utility relocations/utilities by non-city owners (SCE, cable, telecom, SCG) for 20th Place and Saint John’s Way, and

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Packet Pg. 870 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 23 (c) Recordation of dedication easement(s) accepted by City in the Office of the Los Angeles County Recorder. The dedication easement(s) may, at Saint John’s option, include a reservation of subterranean and/or airspace rights below and above the dedicated easement area as well as at-grade commercial and passenger loading/unloading areas in conformance with the vested rights and requirements in the Phase II Master Plan Standards (Exhibit “Q”); provided, however, that the recorded dedication easement(s) contains conditions that (i) Saint John’s agrees to maintain all street improvements identified in the off-site improvement plan required by the City Engineer under Section 2.6.5(a) above; (ii) Saint John’s defends, indemnifies, and holds the City harmless from any third party liability resulting from public use of the dedicated easement area, including, without limitation, damage to any Saint John’s subterranean structures, persons and personal property within any such structures; (iii) Saint John’s releases the City from all claims relating to damage resulting from the public use of the dedicated easement(s) area; and (iv) Saint John’s obligations to defend, indemnify, hold harmless, and release City are not applicable to the extent losses and damages are attributable to the active negligence or willful misconduct of City. If Saint John’s elects to dedicate the easement(s) without a reservation of subterranean and/or airspace rights below and above the dedicated easement area, then City shall undertake all maintenance of the dedicated area in the same manner as other dedicated streets, citywide. City and Saint John’s shall cooperate in good faith to prepare form dedication easement agreement(s) consistent with City practice and policies.

Notwithstanding the foregoing, if the 21st Street Vacation is not effectuated in accordance with Section 2.6.4(a), this Section 2.6.5 shall not apply.

2.6.6 Release of Dedicated Easement Area. In the event that 21st Street is vacated and then Saint John’s later dedicates the vacated part of 21st Street back to the City and City accepts such dedication, City shall release all interest in the 20th Place and Saint John’s Way dedicated easement areas and cooperate with Saint John’s to record a document(s) to terminate the dedication easement(s).

2.6.7 Development Standards on Phase II Development Sites During Term. For Phase II Vested Development(s), Saint John’s is required to comply with the Phase II Master Plan Standards (Exhibit “Q”) in accordance with Section 2.6.1. For Phase II applications that do not qualify as Phase II Vested Development(s), Saint John’s is required to comply with all laws then in effect except as provided in Section 2.14.2 of this Third Amendment with respect to parking. Saint John’s acknowledges, understands, and agrees that notwithstanding Saint John’s election to develop any Phase II Development Sites after the Phase II Vesting Deadline, Saint John’s shall still comply with Section 2.8.3 of this Third Amendment.

2.7 Outside Building Permit Issuance Dates

2.7.1 Outside Building Permit Issuance Dates for Phase II. Saint John’s shall have not more than thirty-six (36) months from the effective date of each respective Development Review Permit or Administrative Approval to obtain a building permit for the corresponding Development Review Permit or Administrative Approval (the “Outside Building Permit Issuance Date(s)”), except if the Phase II Hospital Buildings are governed by other time

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Packet Pg. 871 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 24 limits to obtain a building permit established by OSHPD, in which event the OSHPD time limits shall apply. In the event that there are no OSHPD time limits that govern the Phase II Hospital Buildings, then the Outside Building Permit Issuance Date(s) shall still apply.

2.7.2 Extensions of Outside Building Permit Issuance Dates. The Outside Building Permit Issuance Date for any Phase II Building may be extended by applicable Excusable Delays and otherwise in accordance with the remainder of this paragraph. If the approval by the ARB of the project design is required and does not occur within six (6) months of the submittal by Saint John’s to the ARB of the project design, then the applicable Outside Building Permit Issuance Date shall be automatically extended one month for each additional month greater than four (4) that the final ARB approval is delayed. At any time before the last day of the applicable Outside Building Permit Issuance Date, Saint John’s may deliver written notice to the Community Development Director, requesting an extension of the Outside Building Permit Issuance Date for an additional twelve (12) months. The Community Development Director may grant such extension if Saint John’s can demonstrate substantial progress has been made towards obtaining a building permit and show reasonable cause why Saint John’s will not be able to obtain the building permit for the project by the initial Outside Building Permit Issuance Date and can demonstrate that: (a) the condition of the Phase II Development Site will not adversely affect public health or safety, and (b) the continued delay will not create any unreasonable visual or physical detriment to the neighborhood.

2.7.3 Missed Outside Building Permit Issuance Date. If a building permit for a Phase II Building (other than a Phase II Hospital Building) is not issued by the Outside Building Permit Issuance Date set forth in Section 2.7.1 of this Third Amendment above (as such deadline may be extended pursuant to Section 2.7.2 of this Third Amendment), the Development Review Permit(s) or Administrative Approval, as applicable, for the applicable Phase II Building shall be deemed expired/terminated and the following shall apply:
(a) If the Phase II Vesting Deadline (as it may be extended pursuant to Section 2.6.1(b) of this Third Amendment) has not expired, Saint John’s shall retain its vested rights for Phase II so long as Saint John’s timely files for a new Development Review Permit(s) or Administrative Approval, as applicable.
(b) If the Phase II Vesting Deadline (as it may be extended pursuant to Section 2.6.1(b) of this Third Amendment) above has expired, Saint John’s shall no longer have vested rights for the Phase II Building(s) for which the Outside Building Permit Issuance Date has expired beyond the Phase II Vesting Deadline. Saint John’s may file for a new Development Review Permit(s) and/or Administrative Approval for new development on the applicable Phase II Development Site in accordance with Section 2.6.2 and Section 2.6.7 of this Third Amendment.

2.7.4 For Phase II Vested Development(s), all Phase II building permits issued by the City shall be subject to 2022 SMMC Section 8.08.070 as of the Third Amendment Effective Date, except that Phase II Buildings over which OSHPD has jurisdiction shall be governed by the time periods, if any, to obtain a building permit established by OSHPD.

Notwithstanding the foregoing, if the City amends 2022 SMMC Section 8.08.070 to provide for more time to complete or commence work under a building permit or if State law allows for

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Packet Pg. 872 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 25 more time to complete or commence work under a building permit, Saint John’s shall be provided with the additional time allowed for in the then-existing Santa Monica Municipal Code and/or State law.

2.8 No Obligation to Develop Phase II.

2.8.1 Except as specifically provided herein:
(a) Nothing in the Development Agreement, including this Third Amendment, shall be construed to require Saint John’s to proceed with construction of Phase II or any portion thereof.
(b) The decision to proceed or to forbear or delay in proceeding with construction of Phase II or any portion thereof shall be in Saint John’s sole discretion. (c) Failure by Saint John’s to proceed with construction of Phase II or any portion thereof shall not give rise to any liability, claim for damages or cause of action against Saint John’s, except as may arise pursuant to a nuisance abatement proceeding under 2022 SMMC Chapter 8.96, or any successor legislation.
(d) Failure by Saint John’s to proceed with construction of Phase II or any portion thereof shall not result in any loss or diminution of development rights, except upon expiration of Saint John’s vested rights pursuant to this Third Amendment, or the termination of this Development Agreement.

2.8.2 [Intentionally left blank.]

2.8.3 Notwithstanding any provision of this Third Amendment to the contrary, in accordance with Article 3 of this Third Amendment, Saint John’s shall be required to implement the applicable community benefits, mitigation measures and conditions of approval in accordance with and at the time specified in Exhibit “R-1” and Exhibit “S”, regardless of whether Saint John’s proceeds with any Phase II Vested Development(s), or any portion thereof, and may be subject to all remedies specified in this Third Amendment for the failure to implement the applicable community benefits, mitigation measures and conditions of approval.

2.9 Damage or Destruction. If any Phase II Building, or any part thereof, is damaged or destroyed during the Term of this Third Amendment, Saint John’s shall be entitled to reconstruct that building in accordance with the development standards and uses allowed at the time of issuance of the original building permit issued for that Phase II Building if: (a) Saint John’s obtains a building permit for this reconstruction prior to the expiration of this Third Amendment and (b) Saint John’s is not in Breach of this Third Amendment. For the avoidance of doubt, if the damaged/destroyed building was subject to the Phase II Master Plan Standards (Exhibit “Q”), then those same standards shall apply to the reconstruction. Alternatively, Saint John’s shall be entitled to reconstruct Phase II in accordance with 2022 SMMC Section 9.27.040.

On the other hand, if the damaged/destroyed building was not built in accordance with the Phase

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Packet Pg. 873 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 26 II Master Plan Standards (Exhibit “Q”), then Saint Johns shall be entitled to reconstruct in accordance with the damage/reconstruction codes then in effect.

2.10 Enhanced Transportation Demand Management. Notwithstanding anything to the contrary herein, including the vested development rights granted under this Third Amendment, upon issuance of the final certificate of occupancy for the first Phase II Building, other than the Phase II Multifamily Housing building, Saint John’s and any employer with Employees working in Phase I or Phase II buildings shall be subject to the enhanced Transportation Demand Management Plan Upon Phase II Implementation set forth in Exhibit “R-2”. Once the Transportation Demand Management Plan Upon Phase II Implementation is effective, all Transportation Demand Management requirements required by the Original Development Agreement, as amended by the First Amendment (including Exhibit “M” to the First Amendment), shall be superseded by the Transportation Demand Management Plan Upon Phase II Implementation for both Phase I and Phase II development.

2.11 Open Space.

2.11.1 Saint John’s shall provide a minimum of thirty-five percent (35%) open space as part of the South Campus Phase II developments, in accordance with the Open Space Standards in Section D of the Phase II Master Plan Standards (Exhibit “Q”). This requirement can be achieved on each South Campus Phase II Development Site or through open space banking (i.e. any excess open space above 35% on a South Campus Phase II Development Site may be banked and used as a credit for other South Campus Phase II Development Sites). In calculating the amount of open space on the South Campus, the ground level footprint of new Phase II Buildings, paved vehicle parking areas, vehicle driveways and internal roadways for vehicular access (i.e. curb-to-curb area) shall not be included, but the sidewalk and landscaping areas associated with any such driveways or roadways shall be included. Saint John’s Development Review Permit applications for each South Campus Phase II development shall document that 35% open space will be provided on the subject South Campus Phase II Development Site or through open space banking. Prior to final certificate of occupancy for each South Campus Phase II development, Saint John’s shall verify to the City’s Community Development Director that 35% open space is either provided on the subject South Campus Phase II Development Site or cumulatively on the then-developed South Campus sites. For purposes herein, a “then-developed” South Campus site means a Phase II Development Site that has been issued a certificate of occupancy after the Third Amendment Effective Date.

2.11.2 Section D of the Phase II Master Plan Standards (Exhibit “Q”) identifies the Phase II Development Sites where publicly-accessible open space is to be provided (“Publicly-Accessible Open Space”). For Phase II Vested Developments(s), Saint John’s shall develop the Phase II publicly-accessible open space in accordance with the minimum areas, timing, and other standards (if any) specified in the Phase II Master Plan Standards and Exhibit “R-1”. Once developed, the Publicly-Accessible Open Space shall be governed by the Phase II Publicly-Accessible Open Space Regulations included in Exhibit “R-3”.

2.11.3 Subject to approval of the location and design by the Community Development Director, Planning Commission or ARB, as applicable, outdoor dining, outdoor

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Packet Pg. 874 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 27 seating, bicycle parking, mechanical equipment, transformers, intake vents for subterranean garages and other items that are allowed to project into setbacks pursuant to the Phase II Master Plan Standards or 2022 SMMC Section 9.21.110 may be located in the South Campus open space required by Section 2.11.1 of this Third Amendment above and the Publicly-Accessible Open Space pursuant to Section 2.11.2 of this Third Amendment above.

2.11.4 Section D of the Phase II Master Plan Standards (Exhibit “Q”) identifies three pedestrian walkways through the South Campus connecting Santa Monica Boulevard and Broadway (or 21st Street) (the “24/7 Pedestrian Connections”). (a) The middle 24/7 Pedestrian Connection is located within the Street Vacation area connecting the new northern terminus of 21st Street to Santa Monica Boulevard (“Middle 24/7 Pedestrian Connection”) and shall be provided prior to closure of vehicular access through the Street Vacation area in accordance with Section 2.6.4(a) and 2.11.5 of this Third Amendment.
(i) From the time period between Street Vacation effectuation (all conditions in Third Amendment Section 2.6.4(a) are satisfied) and development of the S4 site, the Middle 24/7 Connection shall comply with the interim conditions in Section D.2.2 of the Phase II Master Plan Standards (Exhibit “Q”).
(ii) The Middle 24/7 Pedestrian Connection may be
reconfigured/relocated within the Street Vacation area, including as part of the S4 development, in accordance with the terms of the easement pursuant to Third Amendment Section 2.11.5(a). (iii) The Middle 24/7 Pedestrian Connection shall be completed and accepted by the City Engineer prior to issuance of a certificate of occupancy for any Phase II Building on the S4 site.
(b) The “West 24/7 Pedestrian Connection” consists of the following:
(i) The portion of the West 24/7 Pedestrian Connection located along the surface of the sidewalk on the east side of 20th Place on the S1 site in accordance with Exhibit “Q” and the easement pursuant to Third Amendment Section 2.11.5(b). This portion of the West 24/7 Pedestrian Connection shall be completed and accepted by the City Engineer prior to issuance of a certificate of occupancy for any Phase II Building on the S1 site. (ii) The portion of the West 24/7 Pedestrian Connection located along the surface of the sidewalk on the east side of South Campus West Driveway on the S3 site in accordance with Exhibit “Q” and the easement pursuant to Third Amendment Section

2.11.5(b). This portion of the West 24/7 Pedestrian Connection shall be completed prior to issuance of a certificate of occupancy any Phase II Building on the S3 site.

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Packet Pg. 875 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 28 Once accepted by the City Engineer, the easement for the West 24/7 Pedestrian Connection required by Third Amendment Section 2.11.5(b) shall spring into effect allowing for general public use of the applicable portion(s) of the West 24/7 Pedestrian Connection. (c) Notwithstanding the foregoing, if the 21st Street Vacation is not effectuated in accordance with Third Amendment Section 2.6.4(a), Third Amendment Sections

2.11.4(a)-(b) above shall not apply.
(d) For Phase II Vested Development(s), an “East 24/7 Pedestrian Connection” shall be provided in accordance with the Phase II Master Plan Standards (Exhibit “Q”) and as follows:
(i) The portion of the East 24/7 Pedestrian Connection located along the surface of the sidewalk of the new Southeast Driveway on the S4 site shall be completed prior to issuance of a certificate of occupancy for any Phase II Building on the S4 site, and
(ii) The portion of the East 24/7 Pedestrian Connection located along the surface of the sidewalk of the Service Access and South Campus East Driveway shall be completed prior to issuance of a certificate of occupancy for any Phase II Building on the S5 site
(iii) The East 24/7 Pedestrian Connection shall be governed by the 24/7 Pedestrian Connections Regulations included in Exhibit “R-4”.

2.11.5 Dedication of West and Middle 24/7 Pedestrian Connection. Prior to the closure of the northern portion of 21st Street in accordance with Section 2.6.4(a) above, Saint John’s shall dedicate to City easements for public use of the Middle 24/7 Pedestrian Connection and West 24/7 Pedestrian Connection as follows:
(a) An easement for the provision of the Middle 24/7 Pedestrian Connection, as further described in Third Amendment Section 2.11.4, accepted by the City Engineer and recorded in the Office of the Los Angeles County Recorder. This easement shall provide that, as part of the Phase II development on the S4 site, the Middle 24/7 Pedestrian Connection may be reconfigured/relocated within the Street Vacation Area in accordance with the Phase II Master Plan Standards (Exhibit “Q”) and subject to City Engineer approval. (b) A springing easement that would become effective once the West 24/7 Pedestrian Connection is developed in accordance with Third Amendment Section

2.11.4(a).
(c) The dedication easements shall be in a form approved by the City Attorney, which shall not be unreasonably withheld, and shall contain conditions that (i) Saint John’s agrees to maintain the Middle 24/7 Pedestrian Connection and West 24/7 Pedestrian Connection; (ii) Saint John’s defends, indemnifies, and holds the City harmless from any third party liability resulting from public use of the Middle 24/7 Pedestrian Connection and West 24/7

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Packet Pg. 876 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 29 Pedestrian Connections; (iii) Saint John’s releases the City from all claims relating to damage resulting from the public use of the Middle 24/7 Pedestrian Connection and West 24/7 Pedestrian Connection; and (iv) Saint John’s obligations to defend, indemnify, hold harmless, and release City are not applicable to the extent losses and damages are attributable to the active negligence or willful misconduct of City. City and Saint John’s shall cooperate in good faith to prepare form dedication easement agreement(s) consistent with City practice and policies.

Notwithstanding the foregoing, if the 21st Street Vacation is not effectuated in accordance with Section 2.6.4(a), this Section 2.11.5 shall not apply.

2.12 Community Benefits. Upon the Third Amendment Effective Date, Saint John’s shall provide the applicable significant project features and community benefits in accordance with and at the time periods set forth in Exhibit “R-1”. Saint John’s and City each acknowledges, understands, and agrees that upon the Third Amendment Effective Date, all community benefits required by the Original Development Agreement and First Amendment, including Exhibit “E” to the Original Development Agreement and all exhibits to the First Amendment, shall be superseded by the community benefits set forth in Exhibit “R-1”.

2.13 Application Process for Phase II Buildings.

2.13.1 For Phase II Vested Development(s), Saint John’s shall submit to the City Community Development Department or any successor department (“Planning Department”) either (a) a new application for a Development Review Permit or (b) for the Phase II Multifamily Housing building or buildings that are less than 2,000 square feet, an application for an Administrative Approval (collectively the “Planning Applications” or each a “Planning Application”). A Development Review Permit application may include one or more Phase II Buildings.

2.13.2 In addition to the information typically required for each Planning Application, each Planning Application shall include (a) such information which the Community Development Director determines to be reasonably necessary for the City’s review of the Planning Application, which information shall include, without limitation, a report on Phase II Buildings constructed as of the date of the Planning Application summarizing aggregate square footage, open space, lot coverage, uses, parking analysis as required by the Phase II Master Plan Standards (Exhibit “Q”) and mitigation measures completed for Phase II, and (b) a processing fee equal to the fee then currently in effect throughout the City for such Planning Application, or if the Development Review Permit or Administrative Approval, as applicable, is no longer utilized in the City, the application fee for the land use approval or permit which the Community Development Director reasonably determines in his or her discretion to be the most comparable to the applicable application, less the One Hundred Thirty-One Thousand, Five Hundred EightySix Dollars and Seventy-Six Cents ($131,586.76) paid by Saint John’s for the eight (8) Development Review Permits and the Reduced Parking Permit withdrawn upon the Third Amendment Effective Date. The form for the Planning Application shall be the form then in use by the City for a Development Review Permit or Administrative Approval, as applicable. If the Development Review Permit or Administrative Approval, as applicable, is no longer utilized in the City, the application for the land use approval or permit which the Community Development

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Packet Pg. 877 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 30 Director determines in his or her discretion to be the most comparable to the Development Review Permit or Administrative Approval, as applicable, shall be utilized.

2.13.3 The Planning Application shall be deemed complete when all materials and fees required by Section 2.13.2 of this Third Amendment have been submitted to the City.

2.13.4 Before the City takes action on a Planning Application for a proposed Phase II Building, City staff shall diligently evaluate whether any further environmental review of the Planning Application is legally required by either CEQA, the State CEQA Guidelines or any other applicable environmental laws then in effect. If such additional environmental review is required, it shall be diligently undertaken and pursued by the City. Saint John’s shall pay the cost of any such further environmental review. The City and Saint John’s acknowledge and agree that the Phase II FEIR covers all Phase II development and that, unless CEQA requires otherwise at the time of filing of the Planning Application, additional environmental review shall only be required in the circumstances outlined in CEQA Section 21166 and State CEQA Guidelines Section 15162(a).

2.13.5 The public hearing and appeal procedures for any Development Review Permit application under this Section 2.13 shall be those procedures in effect as of the Third Amendment Effective Date, except as provided in this Third Amendment.

2.13.6 With respect to Administrative Approval applications that have been filed on or before the Phase II Vesting Deadline, the Community Development Director shall issue an Administrative Approval if the proposed development conforms precisely to the applicable development standards in this Third Amendment and the Phase II Master Plan and shall only deny or conditionally approve the development if it is not in compliance with the applicable development standards as provided in this Third Amendment and the Phase II Master Plan.

2.13.7 The Planning Commission or Community Development Director, as appropriate, shall diligently and in good faith review each Planning Application in accordance with this Section 2.13 of this Third Amendment.

2.13.8 Subject to the vested rights of Saint John’s pursuant to Sections 2.5 and

2.6 of this Third Amendment, the Planning Commission, or the City Council on appeal, shall have discretion to approve, conditionally approve or deny a Development Review Permit application for a particular Phase II Building. Subject to the vested rights of Saint John’s provided under Sections 2.5 and 2.6 of this Third Amendment, the Planning Commission, or the City Council on appeal, shall approve a Development Review Permit application for a Phase II Building(s) if:
(a) Saint John’s is not in Breach of this Third Amendment or Default of the Development Agreement; and
(b) In lieu of the findings of fact for a Development Review Permit listed in 2022 Municipal Code Section 9.40.050 or any successor ordinance, the Planning

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Packet Pg. 878 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 31 Commission (or the City Council on appeal) makes the following findings of fact for a pending Development Review Permit application, as follows:

1. The physical location, size, height, density (floor area or number of units), massing, setbacks, pedestrian orientation, open space, parking requirements, and placement of proposed structures on the site and the location of proposed uses within the project are consistent with the Phase II Master Plan Standards (Exhibit “Q”);

2. The rights-of-way can accommodate autos, bicycles, pedestrians, and multi-modal transportation methods, including adequate parking and access in accordance with the Phase II Master Plan Standards (Exhibit “Q”);

3. The health and safety services (police, fire etc.) are sufficient to accommodate the new development;

4. The project is generally consistent with the Phase II Master Plan Standards (Exhibit “Q”);

5. Based on environmental review in accordance with Section 2.13.4 of the Third Amendment, the proposed project has no potentially significant environmental impacts or any potentially significant environmental impacts have been reduced to less than significant levels because of mitigation measures incorporated in the project or a Statement of Overriding Considerations has been adopted;

6. The project has no unacceptable adverse effects on public health or safety;

7. The project complies with all applicable mitigation measures and conditions of approval established in Exhibit “S” of the Third Amendment.

8. The project provides all applicable significant project features and community benefits consistent with Exhibit “R-1” of this Third Amendment.

9. Saint John’s has met and conferred with the City Engineer and City Traffic Engineer, as applicable, to determine the off-site infrastructure (for utilities, traffic infrastructure, and public right-of-way) that will be required by the City Engineer and City Traffic Engineer as conditions to issuance of a building permit to be completed prior to issuance of the Certificate of Occupancy for the Phase II Building(s), and the information necessary for the City Engineer and City Traffic Engineer to make his or her determination has been provided by Saint John’s. Without limiting the City Traffic Engineer’s or the City’s Engineer’s authority under Article 7 of 2022 SMMC, as amended from time to time after the Third Amendment Effective Date, the City Traffic Engineer’s and City Engineer’s determinations are generally consistent with the Phase II Master Plan.
(c) Conditions. In granting a Development Review Permit, and in addition to any standard conditions of approval, permit fees, and regulations authorized under Article 3 and Section 5.2.1, herein, the Planning Commission (or City Council on appeal) shall require that the use and development of the property conform with the site plan, architectural drawing, or statements submitted in support of the Development Review Permit application, or in such modifications thereof, as may be deemed necessary to protect the public health, safety, and general welfare and secure the objectives of the 2022 General Plan, the Third Amendment and the Phase II Master Plan and may also impose such other conditions pursuant to Section

3.3.2 of this Third Amendment.

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Packet Pg. 879 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 32 2.13.9 Subject to the Phase II Vesting Deadline, Saint John’s shall have the right to submit Planning Applications to the City for development of proposed buildings in Phase II in such order and at such times as Saint John’s deems appropriate.

2.14 Phase I and Phase II Parking.

2.14.1 Until issuance of the first building permit for the first Phase II Building, parking for Phase I (including any parking located on Phase II Development Sites) shall be governed by the parking requirements included in the Original Development Agreement as amended by the First Amendment, including First Amendment Exhibit “L”.

2.14.2 Upon issuance of the first building permit for the first Phase II Building, Saint John’s parking requirements for both Phase I and Phase II shall be governed by the Phase II Parking Management Plan set forth in Exhibit “U” and the Phase II Master Plan Standards (Exhibit “Q”). At that time, all parking requirements included in the Original Development Agreement, as amended by the First Amendment including Exhibit “L” to the First Amendment, shall be superseded by the Phase II Parking Management Plan set forth in Exhibit “U” and the Phase II Master Plan Standards (Exhibit “Q”). Notwithstanding any provision of this Third Amendment to the contrary, Section F.3 (On-Site Parking Capacity) and Section F.4 (Parking Management Plan Upon Phase II Implementation) of the Phase II Master Plan Standards (Exhibit “Q”) shall continue to apply to any Phase II Planning Applications filed after the Phase II Vesting Deadline through the Term of this Agreement.

2.14.3 The Phase II Parking Management Plan in Exhibit “U”, including annual reporting and monitoring, shall terminate and be no longer effective upon the earlier of: (i) July 9, 2053 or (ii) Saint John’s demonstration to the City Community Development Director’s satisfaction that it has sufficient parking on its Campus Property to satisfy its peak parking demand.

2.15 Access and Circulation.

2.15.1 For Phase II Vested Development(s), Saint John’s shall comply with the access and circulation requirements in the Phase II Master Plan Standards (Exhibit “Q”). To the extent the Phase II Master Plan Standards conflict with any requirements in the Original Development Agreement, as amended by the First Amendment, the Phase II Master Plan Standards (Exhibit “Q”) shall prevail.

2.15.2 Notwithstanding Section 2.15.1 of this Third Amendment, any Development Review Permits (or Administrative Approvals) for Phase II Buildings may authorize modifications to any Phase I access and circulation requirements in order to comply with the Phase II Master Plan Standards (Exhibit “Q”) and no amendment to the Development Agreement shall be required with respect to such modifications to Phase I.

2.16 Removal of Surface Parking and Related Requirements. Once the surface parking on Phase II Development Site S5 is permanently removed, the noise reduction parking policy included in Section 4.1 of Exhibit “R-1” shall be terminated and no longer be effective.

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Packet Pg. 880 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 33 2.17 Utility Easements. Prior to issuance of a Certificate of Occupancy for any Phase II Building whereby Saint John’s is required to construct utilities lines on its Campus Property in accordance with the Phase II Master Plan Standards (Exhibit “Q”), the Phase II Mitigation Measures in Exhibit “S” and/or the Development Review Permit, Saint John’s shall dedicate to the City all areas (“Utility Easement Areas”) in which such utilities are located, excepting private sewer laterals, as utility easements with access rights to the City (“Utility Easements”).

Saint John’s may reserve from the Utility Easements rights for Saint John’s and others (including utility companies) to use the Utility Easement Areas for their utility services and other purposes provided such use(s) does not violate any co-location requirements or otherwise unreasonably interfere with the City’s utilities in the Utility Easement Areas.

2.18 Fire Access Easements. Prior to issuance of a Certificate of Occupancy for the Phase II development on the S3 Site, Saint John’s shall grant the City an easement for fire department access across the portion of 21st Street that is to be vacated and generally reserved for pedestrian access and Publicly-Accessible Open Space in accordance with Third Amendment Sections 2.6.4 and 2.11 and the Phase II Master Plan Standards (Exhibit “Q”).

2.19 Water Neutrality During the Term of the Development Agreement. 2022 SMMC

7.16.050 (Water consumption limits and in-lieu fees for new development) shall apply to all Phase II Development Sites; provided, however, the “Baseline Water Demand” in 2022 SMMC

7.16.050(c)(2) shall be replaced with the following definition:

Baseline Water Demand. Baseline water demand for a Phase II Development Site equals the Water Intensity Baseline multiplied by the land area (square footage) of the Phase II Development Site. Baseline Water Demand shall be determined at the time of the City Building Official’s acceptance of the building permit application for that particular Phase II Development Site. “Water Intensity Baseline” means the following formula:
[5- year historical average water use for all Phase II Development Sites measured from the Third Amendment Effective Date]
Divided by
[the total land area square footage of all Phase II Development Sites based on the final tract map referenced in Third Amendment Section 2.3.1 above]

2.20 Recycled Water Ordinance.

2.20.1 For Phase II Vested Development(s), and subject to Section 4.2, herein, Saint John’s shall comply with the water recycling ordinance in effect as of the Third Amendment Effective Date (“2022 Water Recycling Ordinance”). Saint John’s may elect to utilize/comply with any future revision to the 2022 Water Recycling Ordinance, or successor thereto.

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Packet Pg. 881 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 34 2.20.2 Notwithstanding Third Amendment Section 2.20.1 above, the following exceptions shall apply:
(a) If the City’s recycled water supply line is on Broadway, between 20th and 23rd Streets, but not on Santa Monica Boulevard, between 20th and 23rd Streets or in the public right-of-way adjacent to the North Campus, at the time that a building permit is pulled for the Phase II Vested Development(s) on the North Campus, then Saint John’s shall not be required to use recycled water for the North Campus Phase II Vested Development(s) until one of the South Campus Phase II Vested Development(s) (other than the S2 site) is developed. (b) If the City’s recycled water supply line is on Santa Monica Boulevard, between 20th and 23rd Streets, but not on Broadway, between 20th and 23rd Streets, at the time that any building permit is pulled for a Phase II Vested Development, then Saint John’s shall be required to use recycled water for all Phase II Vested Development(s) on the North and South Campus; provided, however, that the S2 Phase II Vested Development shall not be required to use recycled water until the S4 or S5 site is developed or a City recycled water supply line is installed in the public right-of-way adjacent to the S2 site. (c) If the City’s recycled water line is not on either Santa Monica Boulevard or Broadway, between 20th and 23rd Streets or in the public right-of-way adjacent to the Phase II Vested Development, at the time that a building permit is pulled for a Phase II Vested Development, then Saint John’s shall not be required to use recycled water for that Phase II Vested Development.

2.20.3 Planning Applications for Phase II development filed after the Phase II Vesting Deadline shall be subject to applicable codes then in effect.

2.21 Urban Runoff Reduction. Phase II Vested Development(s) shall comply with the runoff reduction requirements included in 2022 SMMC Chapter 7.10 (Runoff conservation and sustainable management) except to the extent such requirements are in conflict with or infeasible to achieve due to OSHPD requirements for Phase II Hospital Buildings. Applications for Phase II development filed after the Phase II Vesting Deadline shall be subject to applicable codes then in effect.

ARTICLE 3

PHASE II FEES, EXACTIONS, MITIGATION MEASURES AND CONDITIONS

3.1 Phase II Fees, Exactions, Conditions and Mitigation Measures. Except as expressly set forth in Section 2.12 (relating to community benefits), Section 2.13.8 (relating to Development Review Permit applications), Section 3.2 (relating to modifications), Section 3.3.2 (relating to future mitigation measures and conditions) and Section 5.2 (relating to Phase II Subsequent Code Changes), the City shall charge and impose only those fees, exactions, conditions, mitigation measures and standards of construction set forth in this Third Amendment and no others. If any of the conditions and mitigation measures set forth on Exhibit “S” are

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Packet Pg. 882 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 35 satisfied by others, Saint John’s shall be deemed to have satisfied such conditions and measures.

Notwithstanding the foregoing, except to the extent specifically provided otherwise, this Third Amendment does not require Saint John’s to pay any exactions nor implement any mitigation measures nor satisfy any conditions of approval if Saint John’s does not obtain a building permit for the Phase II Building associated with the applicable exaction/mitigation measure/condition of approval prior to expiration of the applicable Outside Building Permit Issuance Date including any extensions thereof or any tolling thereof in accordance with Section 2.7.2 of this Third Amendment.

3.2 Conditions on Modifications. The City may impose fees, exactions, mitigation measures and conditions in connection with its approval of Minor Modifications or Major Modifications, provided that all fees, exactions, mitigation measures and conditions shall be in accordance with any applicable law at the time of imposition.

3.3 Implementation of Mitigation Measures and Conditions of Approval.

3.3.1 Compliance with Mitigation Measures and Conditions of Approval. The City and Saint John's mutually agree that the mitigations specified in Exhibit “S” bear a reasonable relationship to the impacts caused by Phase II Vested Development(s). Saint John’s shall be responsible for implementing the mitigation measures and conditions of approval required under this Third Amendment in accordance with and at the times specified in Exhibit “S”, which may be modified by the City pursuant to Section 3.3.2 and may be subject to all remedies specified in this Third Amendment for the failure to implement the applicable mitigation measures and conditions of approval.

3.3.2 Future Mitigation Measures and Conditions of Approval. The City and Saint John’s mutually acknowledge and agree that, as of the Third Amendment Effective Date, all of the City’s standard conditions of approval, permit fees, and regulations applicable to other similar development in the City which are appropriate for imposition as a condition of development of buildings and improvements in Phase II could not be specified in this Third Amendment particularly because additional environmental review may be required for certain Phase II Buildings in accordance with Section 2.13.4 of this Third Amendment. As a result, when the Development Review Permit applications for Phase II are reviewed by the City, in addition to any Community Benefits required by Section 2.12, the City may impose standard City conditions of approval applicable to other similar development in the City and appropriate to mitigate the impacts of such proposed development, including mitigation measures related to any future required environmental review. In the course of such review and in accordance with CEQA, the City may modify or eliminate the mitigations for Phase II specified in Exhibit “S” or impose new mitigations not specified in Exhibit “S” without amending this Third Amendment.

Without negating the foregoing, except as to any Community Benefits required by Section 2.12, the City and Saint John’s further mutually agree that nothing in this Section 3.3.2 is intended to waive the requirements of the Mitigation Fee Act (Government Code section 66000 et seq.) as to any standard conditions of approval imposed during the Development Review Permit process.

3.3.3 Survival of Phase II Conditions of Approval and Mitigation Measures. If Saint John’s proceeds with the construction of Phase II or any portion thereof, except as otherwise expressly limited in this Third Amendment, the community benefits required by Section 2.12 applicable to the Phase II Building being constructed and obligations and

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Packet Pg. 883 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 36 requirements imposed by the Phase II conditions of approval and mitigation measures applicable to the Phase II Building being constructed and set forth in the attached Exhibit “S” shall survive the expiration of the Term of this Development Agreement and shall remain binding on Saint John’s, its successors and assigns, and shall continue in effect for the Life of the Phase II Building and for any reconstruction authorized by Section 2.9. Notice of the community benefits, conditions of approval and mitigation measures shall be recorded by the City separately and concurrently with this Third Amendment.

3.4 On-Site Affordable Fee Waivers and Reductions. Notwithstanding the foregoing, on-site affordable housing shall be entitled to all fee waivers and fee reductions available for projects involving on-site affordable housing under the Santa Monica Municipal Code then in effect.

ARTICLE 4
OSHPD

4.1 Phase II OSHPD Regulations.

4.1.1 The City and Saint John’s mutually acknowledge and agree that Part 7 of Division 107 of the California Health and Safety Code and Part 1, Chapter 7 of Title 24 of the California Code of Regulations, (collectively, the “Phase II OSHPD Regulations”) grant exclusive authority to OSHPD over the construction of any Phase II Hospital Building.

Notwithstanding the foregoing:
(a) OSHPD may require limited review of any Phase II Hospital Building by local agencies including the City (e.g. Fire Department, LA County Department of Public Health, etc.), and
(b) If Phase II Hospital Buildings require any off-site construction/improvements in the City’s public rights-of-way, applicable City permits/approvals shall be required for such improvements. To ensure early City review of plans for any improvements in the City’s public rights-of-way, Saint John’s shall submit plans for off-site improvements associated with any Phase II Hospital Building to the City prior to or concurrently with submittal of plans for the Phase II Hospital Building to OSHPD for OSHPD plan check review.

4.1.2 The City and Saint John’s further mutually acknowledge and agree that the Phase II OSHPD Regulations mandate, in pertinent part, the following requirements:
(a) Before constructing any Phase II Hospital Building, Saint John’s must (i) submit to OSHPD detailed drawings and specifications and other specified documentation regarding the proposed Phase II Hospital Building, including interior floor plans, for review by OSHPD, the State Fire Marshal and the State Department of General Services and (ii) obtain written approval for construction of the Phase II Hospital Building from OSHPD.

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Packet Pg. 884 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 37 (b) Saint John’s must pay fees to OSHPD to cover the cost of the plan review and field inspection activity for the Phase II Hospital Building. (c) OSHPD and the State Department of General Services must continuously inspect and monitor the performance of the construction of the Phase II Hospital Building.
(d) Saint John’s must obtain OSHPD’s approval for any changes in the approved plans and specifications and any construction contract documents related to the Phase II Hospital Building.
(e) Saint John’s must obtain OSHPD’s final approval of the construction of the Phase II Hospital Building before it is occupied.

4.2 Preemption.

4.2.1 The City and Saint John’s also mutually acknowledge and agree that, in regard to the construction of Phase II Hospital Buildings and modifications to Phase I Hospital Buildings resulting from Phase II development, California Health and Safety Code Section 129680 preempts local jurisdictions such as the City from enforcing building standards as published in the California Building Standards Code. In regard to the construction of Phase II Hospital Buildings, local jurisdictions such as the City are also preempted from enforcing all other applicable state and local laws, including plan checking and inspection of the design and details of the architectural, structural, mechanical, plumbing, electrical, and fire and panic safety systems and the observation, monitoring and inspection of construction. Saint John’s acknowledges and agrees that if the City has more restrictive requirements for the enforcement of building standards, other building regulations, and construction supervision, these requirements shall be enforced by OSHPD in accordance with Health and Safety Code Section 129680(c). Notwithstanding the foregoing, if OSHPD requires City sign-off, no objection or other technical review of the City for specified disciplines (e.g. fire access), the City shall cooperate with Saint John’s and OSHPD in providing the necessary review and approvals.

4.2.2 Accordingly, in connection with any Phase II Hospital Buildings and/or modifications to Phase I Hospital Buildings resulting from Phase II development, Saint John’s shall be required to:
(a) Obtain all approvals from OSHPD that are legally required to construct the Phase II Hospital Building under the Phase II OSHPD Regulations; (b) Obtain all approvals from OSHPD that are legally required to occupy the Phase II Hospital Building under the Phase II OSHPD Regulations; (c) At least sixty (60) days prior to filing application(s) with OSHPD for any Phase II Hospital Building, notify the City that Saint John’s will be filing such applications and that it is the City’s obligation pursuant to California Health and Safety Code Section 129680(d) to notify OSHPD of any City regulations that are more restrictive for the enforcement of building standards, other building regulations, and construction supervision; and

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Packet Pg. 885 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 38 (d) Otherwise fully comply with the requirements of the Phase II OSHPD Regulations.

4.2.3 In the event of a conflict or inconsistency between this Article 4 and Article 3 of this Third Amendment, this Article 4 shall prevail.

4.2.4 This Third Amendment is not intended and should not be construed or applied to negate or alter the exclusive authority of OSHPD to review and approve all Phase II Hospital Buildings in Phase II and modifications to Phase I Hospital Buildings resulting from Phase II development in accordance with the Phase II OSHPD Regulations. With respect to any elements of any Phase II Hospital Buildings and modifications to Phase I Hospital Buildings resulting from Phase II development which are specifically subject to review and approval of the ARB, the Planning Commission, or the City Council pursuant to this Third Amendment, in the event of any conflict between the requirements established by OSHPD for such Phase I or Phase II Hospital Buildings and any conditions established by ARB, the Planning Commission, or the City Council, the requirements established by OSHPD shall prevail.

4.2.5 Notwithstanding Sections 4.2.1 through 4.2.4 of this Third Amendment, for the buildings over which OSHPD has jurisdiction, all monetary and/or non-monetary obligations which would otherwise be due to the City under this Development Agreement at the time of issuance of a building permit or Certificate of Occupancy by the City shall be paid to City and/or implemented for the City’s benefit at the time that OSHPD issues a building permit or Certificate of Occupancy, as applicable.

4.3 Phase II Technical City Permit for Phase II Hospital Buildings.

For Phase II Hospital Buildings and modifications to Phase I Hospital Buildings resulting from Phase II development, unless required by OSHPD, Saint John’s shall not be required to apply for, or obtain, any Phase II Technical City Permits or Certificates of Occupancy from the City for any Phase II Hospital Buildings to the extent preempted by Phase II OSHPD Regulations. Notwithstanding the foregoing, any improvements in the public right-of-way will require City review and approval in accordance with Section 4.1.1(b) of this Third Amendment.

ARTICLE 5

EFFECT OF THIRD AMENDMENT ON CITY LAWS AND REGULATIONS

5.1 Development Standards for Phase II; Phase II Existing Regulations. For Phase II Vested Development(s) subject to the Phase II Master Plan Standards (Exhibit “Q”) in accordance with Section 2.6 of this Third Amendment, the following development standards and restrictions set forth in this Section 5.1 of this Third Amendment govern the use and development of Phase II Vested Development(s), and shall constitute the Phase II Existing Regulations, except as otherwise expressly required by this Third Amendment.

5.1.1 Defined Terms. The following terms shall have the meanings set forth below:

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Packet Pg. 886 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 39 (a) “Phase II Existing Regulations” collectively means all of the following which are in force and effect as of the Third Amendment Effective Date: (i) the 2022 General Plan (including, without limitation, the 2022 LUCE, as amended by the 2022 LUCE Amendment); (ii) the 2022 Zoning Code except as modified herein; (iii) any and all ordinances, rules, regulations, standards, specifications and official policies of the City governing, regulating or affecting the demolition, grading, design, development, building, construction, occupancy or use of building and improvements or any exactions therefore, except as amended by this Third Amendment; and (iv) the development standards and procedures in Article 2 of this Third Amendment, including the Phase II Master Plan Standards (Exhibit “Q”). (b) “Phase II Subsequent Code Changes” collectively means all of the following which are adopted or approved subsequent to the Third Amendment Effective Date, whether such adoption or approval is by the City Council, any department, division, office, board, commission or other agency of the City, by the people of the City through charter amendment, referendum, initiative or other ballot measure, or by any other method or procedure:
(i) any amendments, revisions, additions or deletions to the Phase II Existing Regulations; or (ii) new codes, ordinances, rules, regulations, standards, specifications and official policies of the City governing or affecting the grading, design, development, construction, occupancy or use of building or improvements or any exactions therefor. Phase II Subsequent Code Changes includes, without limitation, any amendments, revisions or additions to the Phase II Existing Regulations imposing or requiring the payment of any fee, special assessment or tax.

5.1.2 Phase II Existing Regulations. For Phase II Vested Development(s) subject to the Phase II Master Plan Standards (Exhibit “Q”) in accordance with Section 2.6 of this Third Amendment, except as provided in Section 5.2 of this Third Amendment, development of the Phase II Buildings and improvements that will comprise Phase II, including without limitation, the development standards for the demolition, grading, design, development, construction, occupancy or use of such Phase II Buildings and improvements, and any exactions therefor, shall be governed by the Phase II Existing Regulations. The City agrees that this Third Amendment is consistent with the 2022 General Plan, including the 2022 LUCE, as amended by the 2022 LUCE Amendment, as more fully described in the Recitals. Any provisions of the Phase II Existing Regulations inconsistent with the provisions of this Third Amendment, to the extent of such inconsistencies and not further, are hereby deemed modified to that extent necessary to effectuate the provisions of this Third Amendment. Except as provided in this Third Amendment, Phase II Vested Development(s) subject to the Phase II Master Plan Standards (Exhibit “Q”) in accordance with Section 2.6 of this Third Amendment shall be exempt from: (a) all Discretionary Approvals or review by the City or any agency or body thereof, other than the matters of architectural review by the ARB as specified in Section 6.1 of this Third Amendment; (b) the application of any subsequent local development or building moratoria, development or building rationing systems or other restrictions on development which would adversely affect the rate, timing, or phasing of construction of Phase II, and (c) Phase II Subsequent Code Changes which are inconsistent with this Third Amendment.

5.2 Permitted Phase II Subsequent Code Changes.

5.2.1 Applicable Phase II Subsequent Code Changes. Notwithstanding the terms of Section 5.1 of this Third Amendment, this Third Amendment shall not prevent the City

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Packet Pg. 887 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 40 from applying to Phase II the following Phase II Subsequent Code Changes set forth in this Section 5.2.1 of this Third Amendment.
(a) Processing fees and charges imposed by the City to cover the estimated actual costs to City of processing applications for development approvals including:
(i) all Phase II application, permit, and processing fees incurred for the processing of this Third Amendment, any Administrative Approval or Discretionary Approval authorized by this Third Amendment, or any amendment to this Third Amendment; (ii) all building plan check and building inspection fees for work on any Phase II Development Site in effect at the time an application for a grading permit or building permit is applied for; (iii) the public works plan check fee and public works inspection fee for public improvements constructed and installed by Saint John’s as part of Phase II; (iv) fees for monitoring compliance with any Phase II development approvals, (v) utility charges, (vi) fees that may be paid in-lieu of satisfying water neutrality (for the avoidance of doubt, this Section 5.2.1(a)(vi) does not preclude Saint John’s from seeking City approval of an undue hardship application in accordance with the terms and conditions in 2022 SMMC 7.16.050(k) or successor thereto), (vii) any environmental impact mitigation measures; provided that such fees and charges are uniformly imposed by the City at similar stages of project development on all similar applications and for all similar monitoring. (b) General or special taxes, including, but not limited to, property taxes, sales taxes, parcel taxes, transient occupancy taxes, business taxes, which may be applied to Phase II or to businesses occupying the Phase II Development Sites; provided that, (i) the tax is of general applicability City-wide and does not burden Phase II disproportionately to other similar developments within the City; and (ii) the tax is not a levy, assessment, fee or tax imposed for the purpose of funding public or private improvements on other property located within the Healthcare Mixed Use and Mixed Use Boulevard Low districts (as defined in the City’s 2022 General Plan as of the Third Amendment Effective Date). (c) Procedural regulations relating to hearing bodies, petitions, applications, notices, findings, documentation of findings, records, manner in which hearings are conducted, reports, recommendations, initiation of appeals, and any other matters of procedure; provided such regulations are uniformly imposed by the City on all matters, do not result in any unreasonable decision-making delays and do not affect the substantive findings by the City in approving this Third Amendment or as otherwise established in this Third Amendment. (d) Regulations governing construction standards and specifications which are of general application that establish standards for the construction and installation of structures and associated improvements, including, without limitation, the City’s Building Code, Plumbing Code, Mechanical Code, Electrical Code and Fire Code; provided that such construction standards and specifications are applied on a City-wide basis and do not otherwise limit or impair the Phase II approvals granted in this Third Amendment unless adopted to meet health and safety concerns.
(e) Any City regulations to which Saint John’s has consented in writing, which consent may be withheld by Saint John’s in its sole discretion. (f) Collection of such fees or exactions as are imposed and set by governmental entities not controlled by City but which are required to be collected by City.

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Packet Pg. 888 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 41 (g) Wastewater/water connection fees, including capital facility and construction fees, which are adopted by City Council and apply generally throughout the City. (h) Regulations which do not impair the rights and approvals granted to Saint John’s under this Third Amendment. For the purposes of this Section 5.2.1(h), regulations which impair Saint John’s rights or approvals include, but are not limited to, regulations which (i) materially increase the cost of Phase II (except as provided in Section

5.2.1(a)-(g) to this Third Amendment), (ii) would materially delay development of Phase II as provided in this Third Amendment, or (iii) would cause a material change in the uses of Phase II. (i) Generally applicable codes or actions necessary to comply with a declaration of Water Shortage Emergency pursuant to the California Water Code.

5.2.2 New Rules and Regulations. This Third Amendment shall not be construed to prevent the City from applying new rules, regulations and policies in those circumstances specified in Government Code Section 65866.

5.2.3 State or Federal Laws. In the event that state or federal laws or regulations, enacted after the Third Amendment Effective Date, prevent or preclude compliance with one or more of the provisions of this Third Amendment, such provisions of this Third Amendment shall be modified or suspended as may be necessary to comply with such state or federal laws or regulations; provided that this Third Amendment shall remain in full force and effect to the extent it is not inconsistent with such laws or regulations and to the extent such laws or regulations do not render such remaining provisions impractical to enforce.

5.3 Common Set of Phase II Existing Regulations. Prior to the Third Amendment Effective Date, the City and Saint John’s shall use reasonable efforts to identify, assemble and copy three identical sets of the Phase II Existing Regulations, to be retained by the City and Saint John’s, so that if it becomes necessary in the future to refer to any of the Phase II Existing Regulations, there will be a common set of the Phase II Existing Regulations available to all Parties.

5.4 Conflicting Enactments. Except as provided in Section 5.2 of this Third Amendment:

5.4.1 Phase II Subsequent Code Changes Prior to Phase II Vesting Deadline.

Any Phase II Subsequent Code Change which would conflict in any way with or be more restrictive than the Phase II Existing Regulations shall not be applied by the City to any Phase II Vested Development(s) subject to the Phase II Master Plan Standards (Exhibit “Q”) in accordance with Section 2.6 of this Third Amendment. Saint John’s may, in its sole discretion, give the City written notice of its election to have any Phase II Subsequent Code Change applied to such portion of Phase II as it may have an interest in, in which case such Phase II Subsequent Code Change shall be deemed to be a Phase II Existing Regulation insofar as that portion of Phase II is concerned. If there is any conflict or inconsistency between the terms and conditions of this Third Amendment and the Phase II Existing Regulations, the terms and conditions of this Third Amendment shall control.

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Packet Pg. 889 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 42 5.4.2 Phase II Subsequent Code Changes After the Phase II Vesting Deadline.

Any development on a Phase II Development Site that does not qualify as Phase II Vested Development(s) shall be subject to all codes then in effect.

5.5 Timing of Development. The California Supreme Court held in Pardee Construction Co. v. City of Camarillo, 37 Cal.3d 465 (1984), that failure of the parties in that case to provide for the timing of development resulted in a later adopted initiative restricting the timing of development to prevail over the parties’ agreement. It is the intent of Saint John’s and the City to cure that deficiency by expressly acknowledging and providing that any Phase II Subsequent Code Change that purports to limit over time the rate or timing of development or to alter the sequencing of development phases (whether adopted or imposed by the City Council or through the initiative or referendum process) shall not apply to Phase II Vested Development(s), and shall not prevail over this Third Amendment. In particular, but without limiting any of the foregoing, no numerical restriction shall be placed by the City on the amount of total square feet or the number of buildings, structures, residential units that can be built each year on the Phase II Development Sites except as expressly provided in this Third Amendment.

ARTICLE 6

ARCHITECTURAL REVIEW BOARD, SIGNAGE AND LANDMARKS COMMISSION

REVIEW FOR PHASE II DEVELOPMENT SITES PROCEEDING WITHIN THE PHASE II VESTING DEADLINE ESTABLISHED BY SECTION 2.6 OF THIS THIRD AMENDMENT

6.1 Architectural Review Board Approval. To the extent required by the Santa Monica Municipal Code in effect at the time of design review, Phase II may be subject to review and approval or conditional approval by the ARB. If subject to review and approval by the ARB, the ARB or its designee as specified by the Community Development Director, cannot require modifications to the building design which negate the fundamental development standards established by this Third Amendment. For example, the ARB cannot require reduction in the overall height of any Phase II Building, reduction in the number of stories in any Phase II Building, reduction in density (i.e., number of dwelling units), or reduction in Floor Area.

Decisions of the ARB are appealable to the Planning Commission in accordance with the Phase II Existing Regulations.

6.1.1 Expiration of ARB Approval. Notwithstanding any provisions of the Phase II Existing Regulations, no ARB approval granted with respect to a Phase II Building/development shall expire prior to expiration of the Outside Building Permit Issuance Date for such Phase II Building, including any extensions thereof.

6.2 Phase II Signage. The City and Saint John’s mutually agree that pursuant to Section 9.61.130 of the 2022 Sign Code, sign adjustments are available to vary the terms set forth in 2022 Sign Code Section 9.61.170 (Permitted Signs), Section 9.61.180 (Prohibited Signs), and Section 9.61.190 (Total Sign Area Permitted by District). Signage proposed by Saint John’s for Phase II Development Sites may, without limitation: (i) identify various buildings and services on Phase II and provide for reasonable directional information within the Phase II Development Sites, and (ii) appropriately recognize those persons and organizations that provide financial support for the redevelopment of the Phase II Development Sites. Directional signs for

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Packet Pg. 890 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 43 vehicles shall be located at approaches to driveways as required by the City’s Mobility Division or successor thereto.

6.2.1 The City and Saint John’s shall cooperate to establish off-site directional signs in public rights-of-way in the City to assist vehicle access to Phase II Buildings (collectively, the “Phase II Directional Signs”). The Phase II Directional Signs shall be designed to direct traffic to the Phase II Buildings and away from neighborhood streets. The City retains full discretion with respect to the number, placement, size, location and design of the Phase II Directional Signs, and will exercise such discretion reasonably and in accordance with the purpose of this Section 6.2. Phase II Directional Signs are not included in calculating the permitted signage for Phase II under Section 6.2 of this Third Amendment.

6.3 Landmarks Commission Review. In accordance with Section 8.2 of the Original Development Agreement, none of the existing buildings on Phase II Development Sites that existed at the time of adoption of the Original Development Agreement shall be classified or treated as “Landmarks” within the meaning of 2022 SMMC Section 9.56.100. These “1998 Existing Improvements” are the (a) Saint John’s Cancer Institute building located at 2200 Santa Monica Boulevard, (b) vacant multifamily apartment building located at 1417-1423 21st Street, (c) Child and Family Development Center building located at 1339 20th Street, and (d) Saint John’s Foundation (former bank) building located at 2221 Santa Monica Boulevard. Demolition of the 1998 Existing Improvements are exempt from any further Landmarks Commission review.

This Section 6.3 does not modify or eliminate Saint John’s obligation to comply with the Mitigation Measures HIST-1, HIST-2 and HIST-3 included in the Phase II FEIR and also in Exhibit “S” to this Third Amendment.

6.4 Concurrent Processing of Foundation Only Permit. Saint John’s may concurrently process plan check for a foundation only permit (2022 SMMC Section 8.08.060) with ARB design review (2022 SMMC Chapter 9.55) for each Phase II Building; provided, however, that Saint John’s hereby agrees to accept the risk of plan check revisions if necessitated by the outcome of the ARB design review.

6.5 Sections in Effect Prior to the Phase II Vesting Deadline. Sections 6.1 through

6.5 of this Third Amendment shall only be applicable to Phase II Vested Development(s). For development on Phase II Development Sites that does not qualify as Phase II Vested Development(s), Architectural Review Board Approvals, signage approvals, and Landmarks Commission Review shall be applied in accordance with the laws then in effect.

ARTICLE 7

PHASE II TECHNICAL PERMITS

7.1 Definitions. For purposes of this Third Amendment, the following terms shall have the meanings set forth below:

7.1.1 “Phase II Technical City Permits” means any Ministerial Approvals, consents or permits from the City or any office, board, commission, department, division or agency of the City, which are necessary for the actual construction of any Phase II Building or

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Packet Pg. 891 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 44 any portion thereof in accordance with this Third Amendment. Technical City Permits include, without limitation, (a) building permits, (b) related mechanical, electrical, plumbing and other technical permits, (c) demolition, excavation and grading permits, (d) off-site improvement permits, (e) encroachment permits, (f) tieback and shoring permits, and (g) temporary and final Certificates of Occupancy.

7.1.2 “Phase II Technical Permit Applications” means any applications required to be filed by Saint John’s for any Phase II Technical City Permits.

7.2 Diligent Action by City.

7.2.1 Upon satisfaction of the conditions set forth in Section 7.3 of this Third Amendment, the City shall accept the Phase II Technical Permit Applications filed by Saint John’s with the City and shall diligently proceed to process such Phase II Technical Permit Applications to completion.

7.2.2 Upon satisfaction of the conditions set forth in Section 7.3 of this Third Amendment, the City shall diligently issue the Phase II Technical City Permits which are the subject of the Phase II Technical Permit Applications.

7.2.3 In accordance with 2022 SMMC Chapter 9.64, the Phase II Multifamily Housing building (S2) shall receive priority building department plan check processing by which housing developments shall have plan check review in advance of other pending developments to the extent authorized by law.

7.3 Conditions for Diligent Action by the City.

7.3.1 Acceptance and Processing of Phase II Technical Permit Applications.

The obligation of the City to accept and diligently process the Phase II Technical Permit Applications which are filed by Saint John’s, and then issue the Phase II Technical City Permits, is subject to the satisfaction of the following conditions:
a) Saint John’s shall have completed and filed all Phase II Technical Permit Applications which are required under the administrative procedures and policies of the City which are in effect on the date when the Phase II Technical Permit Application is filed; provided that such procedures and policies are uniformly in force and effect throughout the City; b) Saint John’s shall have paid all processing and permit fees established by the City in connection with the filing and processing of any Phase II Technical Permit Application which are in effect on the date when the Phase II Technical Permit Application is filed; provided that such fees are uniformly in force and effect throughout the City; and
c) If required for the particular Phase II Technical Permit Application, Saint John’s shall have obtained the approval of the ARB referred to in Section 6.1 of this Third Amendment or, if Section 6.1 is no longer appliable, the then-required design review approval.

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Packet Pg. 892 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 45 7.3.2 Issuance of a Phase II Technical City Permit. The obligation of the City to issue a Phase II Technical City Permit which is the subject of a Phase II Technical Permit Application filed by Saint John’s is subject to the satisfaction of the following conditions (and only such conditions and no others):
a) Saint John’s shall have complied with all of its obligations under this Third Amendment which are required to be performed prior to or concurrent with the issuance of the Phase II Technical City Permits for the proposed Phase II Building; b) Saint John’s shall have received any permits or approvals from other governmental agencies which are required by law to be issued prior to or concurrent with the issuance of the Phase II Technical City Permits for the proposed Phase II Building; c) The proposed Phase II Building conforms to the development standards for such building established in this Third Amendment, the Phase II Master Plan Standards (Exhibit “Q”) and/or Phase II Subsequent Code Changes, as applicable. In the event that a proposed Phase II Building is not in conformance with the applicable development standards, Saint John’s shall have the right to seek any relief from such standards under the procedures then generally available to other applicants in the City; and d) The proposed Phase II Building conforms to the Administrative and Technical Construction Codes of the City (Article 8 of the 2022 SMMC) (the “Technical Codes”) in effect on the date that the Phase II Technical Permit Application is filed.

7.3.3 New Technical Requirements. From time to time, the City’s Technical Codes are amended to meet new technical requirements related to techniques of building and construction. If the sole means of achieving compliance for Phase II with such revisions to the Technical Codes made after the Third Amendment Effective Date (“Phase II New Technical Requirements”) would require an increase from the allowable building height established in this Third Amendment for a Phase II Building, then the Community Development Director is hereby authorized to grant Saint John’s limited relief from the allowable building height without amending this Third Amendment if the requested relief is in compliance with the City’s 2022 General Plan. Any such approval shall be granted only after the Community Development Director’s receipt of a written request for such relief from Saint John’s. Saint John’s is required to supply the Community Development Director with written documentation of the fact that compliance with the Phase II New Technical Requirements cannot be achieved by some other method. Any such relief shall only be granted to the extent necessary in the Community Development Director’s determination for Saint John’s to comply with the Phase II New Technical Requirements.

7.4 Duration of Phase II Technical City Permits. The duration of Phase II Technical City Permits issued by the City, and any extensions of the time period during which such Phase II Technical City Permits remain valid, shall be established in accordance with the Phase II Technical Codes in effect at the time that the Phase II Technical City Permits are issued. The lapse or expiration of a Phase II Technical City Permit shall not preclude or impair Saint John’s from subsequently filing another Phase II Technical Permit Application for the same matter during the Term of this Development Agreement, which shall be processed by the City in accordance with the provisions of this Article 7.

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Packet Pg. 893 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 46 ARTICLE 8

AMENDMENT AND MODIFICATION OF DEVELOPMENT AGREEMENT
This Article 8 replaces and supersedes Article 10 of the Original Development Agreement, as amended by the First Amendment, in its entirety.

8.1 Amendment and Modification. Subject to the notice and hearing requirements of the applicable Development Agreement Statutes, the Development Agreement may be modified or amended from time to time only with the written consent of Saint John’s and the City or their successors and assigns in accordance with the provisions of the 2022 SMMC and Section 65868 of the California Government Code and this Article 8.

8.2 Minor Modifications. Notwithstanding Section 8.1 of this Third Amendment, except as to any Major Modifications (defined, below), Saint John’s with the approval of the Community Development Director, may make minor changes to the Development Agreement and the Phase II Master Plan Standards (Exhibit “Q”) (“Minor Modifications”) without amending the Development Agreement or the Phase II Master Plan; provided that the Community Development Director makes the following specific findings that the Minor Modifications (i) are consistent with the general intent of this Development Agreement and/or the Phase II Master Plan, as applicable, as approved by the City Council; (ii) are consistent with the provisions, purposes and goals of this Development Agreement and/or the Phase II Master Plan, as applicable; (iii) are not detrimental to the public health, safety, convenience or general welfare; and (iv) will not significantly and adversely affect the public benefits associated with this Development Agreement and/or the Phase II Master Plan, as applicable. The Phase II Master Plan Standards (Exhibit “Q”) identify certain standards that may be modified through a Minor Modification pursuant to this Section 8.2; however, except as to any Major Modifications, the City may consider and approve Minor Modifications for other Phase II Master Plan Standards so long as the potential modification meets the criteria for Minor Modification outlined in this Section 8.2 and does not require a Major Modification pursuant to Section 8.3 of this Third Amendment.

8.3 Major Modifications. For Phase II Vested Development(s), the following shall constitute Major Modifications (“Major Modifications”):

8.3.1 Reduction of any ground floor setback or upper level stepback specified in the Phase II Master Plan Standards (Exhibit “Q”),

8.3.2 Any change in use not consistent with the permitted uses specified in the Phase II Master Plan Standards (Exhibit “Q”) and Section 2.4 of this Third Amendment, or not otherwise permitted under the then applicable Santa Monica Municipal Code,

8.3.3 Any reduction in the number of multifamily housing units specified in the Phase II Master Plan Standards (Exhibit “Q”),

8.3.4 Any reduction in the amount of open space on the South Campus that would cause the cumulative open space on then-developed South Campus sites to be below 35%,

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Packet Pg. 894 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 47 8.3.5 Any increase or decrease in the vehicle parking requirements in the Phase II Master Plan Standards (Exhibit “Q”) by more than 10%,

8.3.6 Any change that would substantially reduce or alter the community benefits specified in Exhibit “R-1”, and

8.3.7 Any other change to the Phase II Master Plan Standards (Exhibit “Q”) which the Community Development Director, in his or her discretion, or the Planning Commission in considering a Development Review Permit application for a Phase II Building determines to be a Major Modification.

ARTICLE 9

TERM OF DEVELOPMENT AGREEMENT

9.1 Third Amendment Effective Date. This Third Amendment shall be dated, and the obligations of the Parties hereunder shall be effective as of the date upon which all of the following events have occurred (the “Third Amendment Effective Date”):
(a) The ordinance approving this Third Amendment becomes effective; and (b) The Phase II Master Plan is approved.

9.2 Term. This Section 9.2 replaces and supersedes Section 12.2 of the Original Development Agreement, as amended by the First Amendment, in its entirety.

9.2.1 Term of Agreement. The term of the Development Agreement, including this Third Amendment, shall continue until July 9, 2053 (“Term”) unless the Term is otherwise terminated pursuant to Section 11.4 of this Third Amendment after the satisfaction of all applicable public hearing and related procedural requirements.

9.2.2 Termination Certificate. Upon termination of this Development Agreement, the Parties hereto shall execute an appropriate certificate of termination in recordable form (a “Termination Certificate”), which shall be recorded in the official records of Los Angeles County.

9.2.3 Effect of Termination. Except as expressly provided herein (e.g., Section 3.3.3 of this Third Amendment), none of the Parties’ respective rights and obligations under the Development Agreement, including this Third Amendment, shall survive the Term.

ARTICLE 10

PERIODIC REVIEW OF COMPLIANCE
This Article 10 replaces and supersedes Article 13 of the Original Development Agreement, as amended by the First Amendment, in its entirety.

10.1 City Review. The City shall review compliance with the Development Agreement, as amended by this Third Amendment, once each year (each, a “Periodic Review”),

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Packet Pg. 895 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 48 in accordance with this Article 10 in order to determine whether or not Saint John’s is out-ofcompliance with any specific term or provision of this Third Amendment.

10.2 Evidence of Good Faith Compliance. On or before July 1st of each year, Saint John’s shall deliver to the City a written report demonstrating that Saint John’s has been in good faith compliance with the Development Agreement, as amended by this Third Amendment during the prior calendar year. The written report shall be provided in form similar to Saint John’s June 28, 2019 compliance report. For purposes of the Development Agreement, the phrase “good faith compliance” shall mean the following: compliance by Saint John’s with the terms and conditions of this Development Agreement, as amended by this Third Amendment, subject to the existence of any specified Excusable Delays (as defined in Section 15.8 of this Third Amendment) which prevented or delayed the timely performance by Saint John’s of any of its obligations under the Development Agreement, as amended by this Third Amendment.

10.3 Information to be Provided to Saint John’s. Prior to any public hearing concerning the Periodic Review of the Development Agreement, as amended by this Third Amendment, the City shall deliver to Saint John’s a copy of all staff reports prepared in connection with a Periodic Review, written comments from the public and, to the extent practical, all related exhibits concerning such Periodic Review. If the City delivers to Saint John’s a Notice of Breach pursuant to Section 11.1 of this Third Amendment, the City shall concurrently deliver to Saint John’s a copy of all staff reports prepared in connection with such Notice of Breach, all written comments from the public and all related exhibits concerning such Notice of Breach.

10.4 Notice of Breach; Cure Rights. If during any Periodic Review, the City reasonably concludes on the basis of substantial evidence that Saint John’s has not demonstrated that it is in good faith compliance with the Development Agreement, as amended by this Third Amendment, then the City may issue and deliver to Saint John’s a written Notice of Breach pursuant to Section 11.1, of this Third Amendment, and Saint John’s shall have the opportunity to cure the default identified in the Notice of Breach during the cure periods and in the manner provided by Section 11.1.2 and Section 11.1.3 of this Third Amendment, as applicable.

10.5 Failure of Periodic Review. The City’s failure to review at least annually compliance by Saint John’s with the terms and conditions of the Development Agreement, as amended by this Third Amendment, shall not constitute or be asserted by any Party as a Breach by any other Party of the Development Agreement, as amended by this Third Amendment.

10.6 Termination of Development Agreement. If Saint John’s fails to timely cure any material item(s) of non-compliance set forth in a Notice of Breach, then the City shall have the right, but not the obligation, to initiate proceedings for the purpose of terminating the Development Agreement pursuant to Section 11.4 of this Third Amendment.

10.7 City Cost Recovery. Following completion of each Periodic Review, Saint John’s shall reimburse the City for its actual and reasonable costs incurred in connection with such review after provision of an invoice by the City.

ARTICLE 11

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Packet Pg. 896 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 49 DEFAULT
This Article 11 replaces and supersedes Article 14 of the Original Development Agreement, as amended by the First Amendment, in its entirety.

11.1 Notice and Cure.

11.1.1 Breach. If either Party fails to substantially perform any term, covenant or condition of the Development Agreement which is required on its part to be performed (a “Breach”), the non-defaulting Party shall have those rights and remedies provided in the Development Agreement; provided that such non-defaulting Party has first sent a written notice of Breach (a “Notice of Breach”), in the manner required by Section 15.1 of this Third Amendment, specifying the precise nature of the alleged Breach (including references to pertinent sections of this Development Agreement and the Phase II Existing Regulations or Phase II Subsequent Code Changes alleged to have been breached), and the manner in which the alleged Breach may satisfactorily be cured. If the City alleges a Breach by Saint John’s, the City shall also deliver a copy of the Notice of Breach to any Secured Lender of Saint John’s which has delivered a Request for Notice to the City in accordance with Article 12 of this Third Amendment.

11.1.2 Monetary Breach. In the case of a monetary Breach by Saint John’s, Saint John’s shall promptly commence to cure the identified Breach and shall complete the cure of such Breach within sixty (60) days after receipt by Saint John’s of the Notice of Breach; provided that if such monetary Breach is the result of an Excusable Delay or the cure of the same is delayed as a result of an Excusable Delay, Saint John’s shall deliver to the City reasonable evidence of the Excusable Delay.

11.1.3 Non-Monetary Breach. In the case of a non-monetary Breach by either Party, the alleged defaulting Party shall promptly commence to cure the identified Breach and shall diligently prosecute such cure to completion; provided that the defaulting Party shall complete such cure within thirty (30) days after receipt of the Notice of Breach or provide evidence of Excusable Delay that prevents or delays the completion of such cure. The thirty (30) day cure period for a non-monetary Breach shall be extended as is reasonably necessary to remedy such Breach; provided that the alleged defaulting Party commences such cure promptly after receiving the Notice of Breach and continuously and diligently pursues such remedy at all times until such Breach is cured.

11.1.4 Excusable Delay. Notwithstanding anything to the contrary contained in the Development Agreement, the City’s exercise of any of its rights or remedies under this Article 11 shall be subject to the provisions regarding Excusable Delay in Section 15.8 of this Third Amendment.

11.2 Remedies for Monetary Default. If there is a Breach by Saint John’s in the performance of any of its monetary obligations under this Development Agreement which remains uncured (a) sixty (60) days after receipt by Saint John’s of a Notice of Breach from the City, and (b) after expiration of Secured Lender’s Cure Period under Section 12.1.3(b) of this Third Amendment (if a Secured Lender of Saint John’s has delivered a Request for Notice to the City in accordance with Section 12.1.3(a) of this Third Amendment), then an “Event of

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Packet Pg. 897 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 50 Monetary Default” shall have occurred by Saint John’s and the City shall have available any right or remedy provided in this Development Agreement, at law or in equity. All of said remedies shall be cumulative and not exclusive of one another, and the exercise of any one or more of said remedies shall not constitute a waiver or election in respect to any other available remedy.

11.3 Remedies for Non-Monetary Default.

11.3.1 Remedies of Parties. If any Party receives a Notice of Breach from the other Party regarding a non-monetary Breach, and the non-monetary Breach remains uncured:
(a) after expiration of all applicable notice and cure periods, and (b) in the case of a Breach by Saint John’s, after the expiration of Secured Lender’s Cure Period under Section 12.1.3(b) of this Third Amendment (if a Secured Lender of Saint John’s has delivered a Request for Notice to the City in accordance with Section 12.1.3(a) of this Third Amendment), then an “Event of NonMonetary Default” shall have occurred and the non-defaulting Party shall have available any right or remedy provided in this Development Agreement, or provided at law or in equity except as prohibited by this Development Agreement. All of said remedies shall be cumulative and not exclusive of one another, and the exercise of any one or more of said remedies shall not constitute a waiver or election in respect to any other available remedy.

11.3.2 Specific Performance. The City and Saint John’s acknowledge that monetary damages and remedies at law generally are inadequate and that specific performance is an appropriate remedy for the enforcement of this Development Agreement. Therefore, unless otherwise expressly provided herein, the remedy of specific performance shall be available to the non-defaulting Party if the other Party causes an Event of Non-Monetary Default to occur.

11.3.3 Writ of Mandate. The City and Saint John’s hereby stipulate that Saint John’s shall be entitled to obtain relief in the form of a writ of mandate in accordance with Code of Civil Procedure Section 1085 or Section 1094.5, as appropriate, to remedy any Event of NonMonetary Default by the City of its obligations and duties under this Development Agreement.

Nothing in this Section 11.3.3, however, is intended to alter the evidentiary standard or the standard of review applicable to any action of, or approval by, the City pursuant to this Development Agreement or with respect to the Project.

11.3.4 No Damages Relief Against City. It is acknowledged by Saint John’s that the City would not have entered into this Development Agreement if the City were to be liable in damages under or with respect to this Development Agreement or the application thereof.

Consequently, and except for the payment of attorneys’ fees and court costs, the City shall not be liable in damages to Saint John’s and Saint John’s covenants on behalf of itself and its successors in interest not to sue for or claim any damages:
a) for any default under the Development Agreement;
b) for the regulatory taking, impairment or restriction of any right or interest conveyed or provided hereunder or pursuant hereto; or c) arising out of or connected with any dispute, controversy or issue regarding the application or interpretation or effect of the provisions of this Development Agreement.

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Packet Pg. 898 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 51 The City and Saint John’s agree that the provisions of this Section 11.3.4 do not apply for damages which:
(a) do not arise under this Development Agreement;
(b) are not with respect to any right or interest conveyed or provided under this Development Agreement or pursuant to this Development Agreement; or (c) do not arise out of or which are not connected to any dispute, controversy, or issue regarding the application, interpretation, or effect of the provisions of this Development Agreement or the application of any City rules, regulations, or official policies.

11.3.5 Enforcement by the City. The City, at its discretion, shall be entitled to apply the remedies set forth in Chapters 1.09 and 1.10 of the 2022 SMMC as the same may be amended from time to time and shall follow the notice procedures of Chapter 1.09 and 1.10 of the 2022 SMMC respectively, in lieu of Section 11.1 of this Third Amendment if these remedies are applied.

11.3.6 No Damages Against Saint John’s. It is acknowledged by the City that Saint John’s would not have entered into this Development Agreement if Saint John’s were to be liable in damages in connection with any non-monetary default hereunder. Consequently, and except for the payment of attorneys’ fees and court costs, Saint John’s shall not be liable in damages to the City for any nonmonetary default and the City covenants on behalf of itself not to sue for or claim any damages:
(a) for any non-monetary default hereunder; or
(b) arising out of or connected with any dispute, controversy or issue regarding the application or interpretation or effect of the provisions of this Development Agreement.

The City and Saint John’s agree that the provisions of this Section 11.3.6 do not apply for damages which:
(a) are for a monetary default; or
(b) do not arise out of or which are not connected with any dispute, controversy or issue regarding the application, interpretation, or effect of the provisions of this Development Agreement to or the application of, any City rules, regulations, or official policies; or
(c) constitute Damages which arise under Section 14.1 of this Third Amendment.

11.3.7 No Other Limitations. Except as expressly set forth in this Section 11.3, the provisions of this Section 11.3 shall not otherwise limit any other rights, remedies, or causes of action that either the City or Saint John’s may have at law or equity after the occurrence of any Event of Non-Monetary Default.

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Packet Pg. 899 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 52 11.4 Modification or Termination of Agreement by City.

11.4.1 Default by Saint John’s. If Saint John’s causes either an Event of Monetary Default or an Event of Non-Monetary Default, then the City may commence proceedings to modify or terminate this Development Agreement pursuant to this Section 11.4.

11.4.2 Procedure for Modification or Termination. The procedures for modification or termination of this Development Agreement by the City for the grounds set forth in Section 11.4.1 of this Third Amendment are as follows:
a) The City shall provide a written notice to Saint John’s (and to any Secured Lender of Saint John’s which has delivered a Request for Notice to the City in accordance of Section 12.1.3(a) of this Third Amendment) of its intention to modify or terminate this Development Agreement unless Saint John’s (or the Secured Lender) cures or corrects the acts or omissions that constitute the basis of such determinations by the City (a “Hearing Notice”). The Hearing Notice shall be delivered by the City to Saint John’s in accordance with Section 15.1 of this Third Amendment and shall contain the time and place of a public hearing to be held by the City Council on the determination of the City to proceed with modification or termination of this Development Agreement. The public hearing shall not be held earlier than (i) thirty-one (31) days after delivery of the Hearing Notice to Saint John’s or (ii) if a Secured Lender has delivered a Request for Notice in accordance with Section 12.1.3(a) of this Third Amendment, the day following the expiration of the Secured Lender Cure Period (as defined in Section 12.1.3(b) of this Third Amendment).
b) If, following the conclusion of the public hearing, the City Council: (i) determines that an Event of Non-Monetary Default has occurred or Saint John’s has not been in good faith compliance with this Development Agreement pursuant to Section 10.1 of this Third Amendment and (ii) further determines that Saint John’s (or the Secured Lender, if applicable) has not cured (within the applicable cure periods) the acts or omissions that constitute the basis of the determination under clause (i) above, or if those acts or omissions could not be reasonably remedied prior to the public hearing that Saint John’s (or the Secured Lender) has not in good faith commenced to cure or correct such acts or omissions prior to the public hearing or is not diligently and continuously proceeding therewith to completion, then upon making such conclusions, the City Council may modify or terminate this Development Agreement. The City cannot unilaterally modify the provisions of this Development Agreement pursuant to this Section 11.4. Any such modification requires the written consent of Saint John’s. If the City Council does not terminate this Development Agreement, but proposes a modification to this Development Agreement as a result of the public hearing and Saint John’s does not (within five (5) days of receipt) execute and deliver to the City the form of modification of this Third Amendment submitted to Saint John’s by the City, then the City Council may elect to terminate this Development Agreement at any time after the sixth (6th) day after Saint John’s receipt of such proposed modification.

11.5 Cessation of Rights and Obligations. If this Development Agreement is terminated by the City pursuant to and in accordance with Section 11.4 of this Third Amendment, the rights, duties and obligations of the Parties under this Development Agreement shall cease as of the date of such termination, except only for those rights and obligations that expressly survive the termination of this Development Agreement. In such event, any and all

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Packet Pg. 900 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 53 benefits, including money received by the City prior to the date of termination, shall be retained by the City.

11.6 Completion of Improvements. Notwithstanding the provisions of Sections 11.2,

11.3, 11.4, and 11.5 of this Third Amendment, if prior to termination of this Development Agreement, Saint John’s has satisfied the community benefits owed to the City under this Agreement as a condition to issuance of a building permit and performed substantial work and incurred substantial liabilities in good faith reliance upon a building permit issued by the City, then Saint John’s shall have acquired a vested right to (a) complete construction of the applicable Phase II Vested Development(s) in accordance with the terms of the building permit and this Development Agreement, subject to its continuing obligations to construct Phase II Vested Development(s) with all significant project features and satisfy all outstanding community benefits pursuant to Section 2.12, and (b) occupy or use each such Phase II Building(s) that are part of a Phase II Vested Development upon completion for the uses permitted for that Phase II Building(s) as provided in this Development Agreement. Any Phase II Building completed or occupied pursuant to this Section 11.6 shall be considered legal non-conforming subject to all City ordinances standards and policies as they then exist governing legal non-conforming buildings and uses unless the Phase II Building otherwise complies with the property development standards for the district in which it is located and the use is otherwise permitted or conditionally permitted in the district.

ARTICLE 12

MORTGAGEES
This Article 12 replaces and supersedes Article 15 of the Original Development Agreement, as amended by the First Amendment, in its entirety.

12.1 Encumbrances on the Campus Property. This Development Agreement shall not prevent or limit Saint John’s (in its sole discretion), from encumbering the Campus Property (in any manner) or any portion thereof or any improvement thereon by any mortgage, deed of trust, assignment of rents or other security device securing financing with respect to the Campus Property (a “Mortgage”). Each mortgagee of a mortgage or a beneficiary of a deed of trust (each, a “Secured Lender”) on the Campus Property shall be entitled to the rights and privileges set forth in this Article 12. Any Secured Lender may require from the City certain interpretations of this Development Agreement. The City shall from time to time, upon request made by Saint John’s, meet with Saint John’s and representatives of each of its Secured Lenders to negotiate in good faith any Secured Lender’s request for interpretation of any part of this Development Agreement. The City will not unreasonably withhold, condition or delay the delivery to a Secured Lender of the City’s written response to any such requested interpretation.

12.1.1 Mortgage Not Rendered Invalid. Except as provided in Section 12.1.2 of this Third Amendment, neither entering into this Development Agreement nor a Breach of this Development Agreement, nor any Event of Monetary Default nor any Event of Non-Monetary Default shall defeat, render invalid, diminish, or impair the lien of any Mortgage made in good faith and for value.

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Packet Pg. 901 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 54 12.1.2 Priority of Third Amendment. This Development Agreement shall be superior and senior to the lien of any Mortgage. Any acquisition or acceptance of title or any right or interest in or with respect to the Campus Property or any portion thereof by a Secured Lender or its successor in interest (whether pursuant to foreclosure, trustee’s sale, deed in lieu of foreclosure, lease termination or otherwise) shall be subject to all of the terms and conditions of this Development Agreement.

12.1.3 Right of Secured Lender to Cure Default.
a) A Secured Lender may give notice to the City, specifying the name and address of such Secured Lender and attaching thereto a true and complete copy of the Mortgage held by such Secured Lender, specifying the portion of the Campus Property that is encumbered by the Secured Lender’s lien (a “Request for Notice”). If the Request for Notice has been given, at the same time the City sends to Saint John’s any Notice of Breach or Hearing Notice under this Development Agreement, then if such Notice of Breach or Hearing Notice affects the portion of the Campus Property encumbered by the Secured Lender’s lien, the City shall send to such Secured Lender a copy of each such Notice of Breach and each such Hearing Notice from the City to Saint John’s. The copy of the Notice of Breach or the Hearing Notice sent to the Secured Lender pursuant to this Section 12.1.3(a) shall be addressed to such Secured Lender at its address last furnished to the City. The period within which a Secured Lender may cure a particular Event of Monetary Default or Event of Non-Monetary Default shall not commence until three (3) days after the City has sent to the Secured Lender such copy of the applicable Notice of Breach or Hearing Notice.
b) After a Secured Lender has received a copy of such Notice of Breach or Hearing Notice, such Secured Lender shall thereafter have a period of time (in addition to any notice and/or cure period afforded to Saint John’s under this Development Agreement) equal to: (a) twenty (20) days in the case of any Event of Monetary Default, and (b) thirty (30) days in the case of any Event of Non-Monetary Default, during which period the Secured Lender may provide a remedy or cure of the applicable Event of Monetary Default or may provide a remedy or cure of the applicable Event of Non-Monetary Default; provided that if the cure of the Event of Non-Monetary Default cannot reasonably be completed within thirty (30) days, Secured Lender may, within such thirty (30)-day period, commence to cure the same and thereafter diligently prosecute such cure to completion (a “Secured Lender’s Cure Period”). If Saint John’s has caused an Event of Monetary Default or an Event of NonMonetary Default, then each Secured Lender shall have the right to remedy such Event of Monetary Default or an Event of Non-Monetary Default, as applicable, or to cause the same to be remedied prior to the conclusion of the Secured Lender’s Cure Period and otherwise as herein provided. The City shall accept performance by any Secured Lender of any covenant, condition, or agreement on Saint John’s part to be performed hereunder with the same force and effect as though performed by Saint John’s.
c) The period of time given to the Secured Lender to cure any Event of Monetary Default or an Event of Non-Monetary Default by Saint John’s which reasonably requires that said Secured Lender be in possession of the Campus Property to do so, shall be deemed extended to include the period of time reasonably required by said Secured Lender to obtain such possession (by foreclosure, the appointment of a receiver or otherwise) promptly and with due diligence; provided that during such period all other obligations of Saint John’s under

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Packet Pg. 902 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 55 this Development Agreement, including, without limitation, payment of all amounts due, are being duly and promptly performed.

12.1.4 Secured Lender Not Obligated Under this Development Agreement. a) No Secured Lender shall have any obligation or duty under this Development Agreement to perform the obligations of Saint John’s or the affirmative covenants of Saint John’s hereunder or to guarantee such performance unless and until such time as a Secured Lender takes possession or becomes the owner of the estate covered by its Mortgage. If the Secured Lender takes possession or becomes the owner of any portion of the Campus Property, then from and after that date, the Secured Lender shall be obligated to comply with all provisions of this Development Agreement; provided that the Secured Lender shall not be responsible to the City for any unpaid monetary obligations of Saint John’s that accrued prior to the date the Secured Lender became the fee owner of the applicable portion of the Campus Property.
b) Nothing in Section 12.1.4(a) of this Third Amendment is intended, nor should be construed or applied, to limit or restrict in any way the City’s authority to terminate this Development Agreement, as against any Secured Lender as well as against Saint John’s if any curable Event of Monetary Default or an Event of Non-Monetary Default is not completely cured within the Secured Lender’s Cure Period.

ARTICLE 13

TRANSFERS AND ASSIGNMENTS
This Article 13 replaces and supersedes Article 16 of the Original Development Agreement, as amended by the First Amendment, in its entirety.

13.1 Transfers and Assignments.

13.1.1 Not Severable from Ownership Interest in Campus Property. The Development Agreement shall not be severable from Saint John’s interest in any of the Campus Property and any transfer of the Campus Property or any portion thereof shall automatically operate to transfer the benefits and burdens of the Development Agreement with respect to the transferred property or transferred portions, as applicable.

13.1.2 Transfer Rights. Saint John’s may freely sell, transfer, exchange, hypothecate, encumber or otherwise dispose of its interest in the Campus Property or any parcels thereof, without the consent of the City. Saint John’s shall, however, give written notice to the City, in accordance with Section 15.1 of this Third Amendment, of any transfer of the Campus Property, disclosing in such notice, (a) the identity of the transferee of the property (the “Property Transferee”) and (b) the address of the Property Transferee, as applicable.

13.2 Release Upon Transfer. Upon the sale, transfer, exchange or hypothecation of the rights and interests of Saint John’s in any of the Campus Property, Saint John’s shall be released from its obligations under the Development Agreement to the extent of such sale, transfer or exchange with respect to the Campus Property if: (a) Saint John’s has provided no less than thirty (30) days written notice of such transfer to City; (b) the Property Transferee executes and

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Packet Pg. 903 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 56 delivers to City a written agreement in which the Property Transferee expressly and unconditionally assumes all of the obligations of Saint John’s under this Development Agreement with respect to the Campus Property in the form of Exhibit “T” attached hereto (the “Assignment and Assumption Agreement”); and (c) there is no outstanding Notice of Breach from the City to Saint John’s that has not been cured at the time of sale, transfer, exchange or hypothecation. Upon such transfer of the Campus Property and the express assumption of Saint John’s obligations under the Development Agreement by the Property Transferee, the City agrees to look solely to the Property Transferee for compliance with the provisions of the Development Agreement. Any such Property Transferee shall be entitled to the benefits of this Development Agreement as “Saint John’s” hereunder and shall be subject to the obligations of this Development Agreement. Failure to deliver a written Assignment and Assumption Agreement hereunder shall not affect the transfer of the benefits and burdens as provided in Section 13.1 of this Third Amendment, provided that the transferor shall not be released from its obligations hereunder unless and until the executed Assignment and Assumption Agreement is delivered to the City. Notwithstanding any transfer contemplated in this Section 13.2, if Saint John’s transfers a portion of the Campus Property and retains ownership of other portions of the Campus Property, Saint John’s shall retain responsibility for performance of the Community Benefits required in Exhibit “R-1”.

ARTICLE 14

INDEMNITY TO CITY
This Article 14 replaces and supersedes Article 17 of the Original Development Agreement, as amended by the First Amendment, in its entirety.

14.1 Indemnity. Saint John’s agrees to and shall defend, indemnify and hold harmless the City, its City Council, boards and commissions, officers, agents, employees, volunteers and other representatives (collectively referred to as “City Indemnified Parties”) from and against any and all loss, liability, damages, cost, expense, claims, demands, suits, attorney’s fees and judgments (collectively referred to as “Damages”), including but not limited to claims for damage for personal injury (including death) and claims for property damage arising directly or indirectly from the following: (1) for any act or omission of Saint John’s or of its officers, board members, agents, employees, volunteers, contractors, subcontractors or other persons acting on its behalf (collectively referred to as the “Saint John’s Parties”) which occurs during the Term and relates to this Development Agreement; and (2) for any act or omission related to the operations of Saint John’s Parties, including but not limited to the maintenance and operation of areas on the Campus Property accessible to the public. Saint John’s obligation to defend, indemnify and hold harmless applies to all actions and omissions of Saint John’s Parties as described above caused or alleged to have been caused in connection with the Development Agreement, except to the extent any Damages are caused by the active negligence or willful misconduct of any City Indemnified Parties. This Section 14.1 applies to all Damages suffered or alleged to have been suffered by the City Indemnified Parties regardless of whether or not the City prepared, supplied or approved plans or specifications or both for the Project.

14.2 City’s Right to Defense. The City shall have the right to approve legal counsel retained by Saint John’s to defend any claim, action or proceeding which Saint John’s is

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Packet Pg. 904 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 57 obligated to defend pursuant to Section 14.1 of this Third Amendment, which approval shall not be unreasonably withheld, conditioned or delayed. If any conflict of interest results during the mutual representation of the City and Saint John’s in defense of any such action, or if the City is reasonably dissatisfied with legal counsel retained by Saint John’s, the City shall have the right, at Saint John’s costs and expense, (a) to have the City Attorney undertake and continue the City’s defense, or (b) with Saint John’s approval, which shall not be reasonably withheld or delayed, to select separate outside legal counsel to undertake and continue the City’s defense.

ARTICLE 15

GENERAL PROVISIONS
Except as provided in this Article 15, this Article 15 replaces and supersedes Article 18 of the Original Development Agreement, as amended by the First Amendment and Second Amendment.

15.1 Notices. Formal notices, demands and communications between the Parties shall be deemed sufficiently given if delivered to the principal offices of the City or Saint John’s, as applicable, by (i) personal service, or (ii) express mail, Federal Express, or other similar overnight mail or courier service, regularly providing proof of delivery, or (iii) registered or certified mail, postage prepaid, return receipt requested, or (iv) facsimile (provided that any notice delivered by facsimile is followed by a separate notice sent within twenty-four (24) hours after the transmission by facsimile delivered in one of the other manners specified above). Such notice shall be addressed as follows:

To City:

City of Santa Monica
1685 Main Street, Room 204
Santa Monica, CA 90401
Attention: City Manager
Fax: 310-917-6640
With a Copy to:

City of Santa Monica
1685 Main Street, Room 212
Santa Monica, CA 90401
Attn: Community Development Director
Fax: 310-458-3380

To Saint John’s:

Providence Saint John’s Health Center
2121 Santa Monica Boulevard
Santa Monica, California 90404
Attn: Chief Executive Officer

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Packet Pg. 905 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 58 With a Copy to:

Providence St. Joseph Health
Senior Corporate Counsel - Real Estate
1801 Lind Avenue SW
Renton, Washington 98057
With a Copy to:

Harding, Larmore, Kutcher & Kozal, LLP
1250 Sixth Street, Suite 200
Santa Monica, California 90401
Attn: Paula J. Larmore
Notice given in any other manner shall be effective when received by the addressee. Any Party may change the addresses for delivery of notices to such Party by delivering notice to the other Party in accordance with this provision.

15.2 Entire Development Agreement; Conflicts. The Development Agreement, including the Original Development Agreement as amended by the First Amendment, Second Amendment, and this Third Amendment, represents the entire agreement of the Parties. The Development Agreement, including the Original Development Agreement as amended by the First Amendment, Second Amendment, and this Third Amendment, integrates all of the terms and conditions mentioned herein or incidental hereto, and supersedes all negotiations or previous agreements between the Parties or their predecessors in interest with respect to all or any part of the subject matter hereof. Should any or all of the provisions of this Third Amendment be found to be in conflict with any other provision or provisions found in the Phase II Existing Regulations, then the provisions of this Third Amendment shall prevail.

15.3 Binding Effect. The Parties intend that the provisions of this Development Agreement shall constitute covenants which shall run with the land comprising the Campus Property during the Term for the benefit thereof and that the burdens and benefits thereof shall bind and inure to the benefit of all successors-in-interest to the Parties hereto in accordance with Article 13. Every Party who now or hereafter owns or acquires any right, title, or interest in or to any portion of the Campus Property during the Term is and shall be conclusively deemed to have consented and agreed to every provision contained herein, to the extent relevant to said right, title or interest, whether or not any reference to this Development Agreement is contained in the instrument by which such person acquired an interest in the Campus Property.

15.4 Development Agreement Not for Benefit of Third Parties. The Development Agreement is made and entered into for the sole protection and benefit of Saint John’s and the City and their respective successors and assigns. No other person shall have any right of action based upon any provision of this Development Agreement.

15.5 No Partnership or Joint Venture. Nothing in the Development Agreement shall be deemed to create a partnership or joint venture between the City and Saint John’s or to render either Party liable in any manner for the debts or obligations of the other.

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Packet Pg. 906 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 59 15.6 Estoppel Certificates. Either Party and any Secured Lender may, at any time, and from time to time, deliver written notice to the other Party requesting such Party to certify in writing (each, an “Estoppel Certificate”): (a) that this Development Agreement is in full force and effect, (b) that this Development Agreement has not been amended or modified either orally or in writing, or if so amended, identifying the amendments, (c) whether or not, to the knowledge of the responding Party, the requesting Party is in Breach or claimed Breach in the performance of its obligations under this Development Agreement , and, if so, describing the nature and amount of any such Breach or claimed Breach, and (d) whether or not, to the knowledge of the responding Party, any event has occurred or failed to occur which, with the passage of time or the giving of notice, or both, would constitute an Event of Monetary Default or an Event of NonMonetary Default and, if so, specifying each such event. A Party receiving a request for an Estoppel Certificate shall execute and return such Estoppel Certificate within thirty (30) days following the receipt of the request therefor. If the party receiving the request hereunder does not execute and return the Estoppel Certificate in such thirty (30)-day period and if circumstances are such that the Party requesting the notice requires such notice as a matter of reasonable business necessity, the Party requesting the notice may seek a second request which conspicuously states “FAILURE TO EXECUTE THE REQUESTED ESTOPPEL CERTIFICATE WITHIN FIFTEEN (15) DAYS SHALL BE DEEMED WAIVER PURSUANT TO SECTIONS 15.6 AND 15.13 OF THE THIRD AMENDMENT TO THE DEVELOPMENT AGREEMENT” and which sets forth the business necessity for a timely response to the estoppel request. If the Party receiving the second request fails to execute the Estoppel Certificate within such fifteen (15)-day period, it shall be conclusively deemed that the Development Agreement is in full force and effect and has not been amended or modified orally or in writing, and that there are no uncured Defaults under this Development Agreement or any events which, with passage of time of giving of notice, of both, would constitute a Default under the Development Agreement. The City Manager shall have the right to execute any Estoppel Certificate requested by Saint John’s under this Development Agreement. The City acknowledges that an Estoppel Certificate may be relied upon by any Property Transferee, Secured Lender or other party. The Estoppel Certificate shall be provided in lieu of zoning compliance letters authorized pursuant to 2022 SMMC Section 9.38.020(E), or any successor thereto.

15.7 Time. Time is of the essence for each provision of this Development Agreement of which time is an element.

15.8 Excusable Delays.

15.8.1 In addition to any specific provisions of this Development Agreement, non-performance by Saint John’s of its obligations under this Development Agreement shall be excused when it has been prevented or delayed in such performance by reason of any act, event or condition beyond the reasonable control of Saint John’s (collectively, “Excusable Delays”) for any of the following reasons:
a) War, insurrection, walk-outs, riots, acts of terrorism, floods, earthquakes, fires, casualties, acts of God, or similar grounds for excused performances; b) Governmental restrictions or moratoria imposed by the City or by other governmental entities or the enactment of conflicting State or Federal laws or regulations;

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Packet Pg. 907 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 60 c) The imposition of injunctive relief, restraining orders, restrictions or moratoria by judicial decisions or by litigation, contesting the validity, or seeking the enforcement or clarification of, this Development Agreement or the Phase II FEIR related to the Project whether instituted by Saint John’s, the City or any other person or entity, or the filing of a lawsuit by any Party arising out of this Development Agreement, the Phase II FEIR, the corresponding Mitigation Monitoring Program, the Statement of Overriding Considerations or any permit or approval Saint John’s deems necessary or desirable for the implementation of the Project;
d) The institution of a referendum pursuant to Government Code Section 65867.5 or a similar public action seeking to in any way invalidate, alter, modify or amend the ordinance adopted by the City Council approving and implementing this Development Agreement;
e) Inability to secure necessary labor, materials or tools, due to strikes, lockouts, or similar labor disputes, or due to a global pandemic; and f) Failure of the City to timely perform its obligations hereunder, including its obligations under Section 7.2 of this Third Amendment

15.8.2 Under no circumstances shall the inability of Saint John’s to secure financing be an Excusable Delay to the obligations of Saint John’s except to the extent the inability to secure financing is directly associated with war, insurrection, walk-outs, riots, acts of terrorism, floods, earthquakes, fires, casualties, acts of God, or similar grounds beyond the control of Saint John’s.

15.8.3 In order for an extension of time to be granted for any Excusable Delay, Saint John’s must deliver to the City written notice of the commencement of the Excusable Delay within sixty (60) days after the date on which Saint John’s becomes aware of the existence of the Excusable Delay. The extension of time for an Excusable Delay shall be for the actual period of the delay.

15.8.4 Nothing contained in this Section 15.8 is intended to modify the terms of either Section 5.1.2 or Section 5.5 of this Third Amendment.

15.9 Governing Law. This Development Agreement shall be governed exclusively by the provisions hereof and by the laws of the State of California, without regard to any choice of law provisions thereof.

15.10 Cooperation in Event of Legal Challenge to Development Agreement. If there is any court action or other proceeding commenced that includes any challenge to the validity, enforceability or any term or provision of this Development Agreement, the Phase II FEIR, and/or any other City approvals contemplated by this Agreement, then Saint John’s shall indemnify, hold harmless, pay all costs actually incurred, and provide defense in said action or proceeding, with counsel reasonably satisfactory to both the City and Saint John’s. The City shall cooperate with Saint John’s in any such defense as Saint John’s may reasonably request.

15.11 Attorneys’ Fees. If any Party commences any action for the interpretation, enforcement, termination, cancellation or rescission of this Development Agreement or for

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Packet Pg. 908 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 61 specific performance for the Breach of this Development Agreement, the prevailing Party shall be entitled to its reasonable attorneys’ fees, litigation expenses and costs. Attorneys’ fees shall include attorneys’ fees on any appeal as well as any attorneys’ fees incurred in any postjudgment proceedings to collect or enforce the judgment. Such attorneys’ fees shall be paid whether or not such action is prosecuted to judgment. In any case where this Development Agreement provides that the City or Saint John’s is entitled to recover attorneys’ fees from the other, the Party so entitled to recover shall be entitled to an amount equal to the fair market value of services provided by attorneys employed by it as well as any attorneys’ fees actually paid by it to third Parties. The fair market value of the legal services for public attorneys shall be determined by utilizing the prevailing billing rates of comparable private attorneys.

15.12 Recordation. The Parties shall cause this Third Amendment to be recorded against title to all of the parcels that comprise the Campus Property in the Official Records of the County of Los Angeles. The cost, if any, of recording this Third Amendment shall be borne by Saint John’s.

15.13 No Waiver. No waiver of any provision of this Development Agreement shall be effective unless in writing and signed by a duly authorized representative of the Party against whom enforcement of a waiver is sought and referring expressly to this Section 15.13. No delay or omission by either Party in exercising any right or power accruing upon non-compliance or failure to perform by the other Party under any of the provisions of this Development Agreement shall impair any such right or power or be construed to be a waiver thereof, except as expressly provided herein. No waiver by either Party of any of the covenants or conditions to be performed by the other Party shall be construed or deemed a waiver of any succeeding Breach or nonperformance of the same or other covenants and conditions hereof of this Development Agreement.

15.14 Construction of this Development Agreement. The Parties agree that each Party and its legal counsel have reviewed and revised this Development Agreement and that any rule of construction to the effect that ambiguities are to be resolved against the drafting Party shall not apply in the interpretation of this Development Agreement or any amendments or exhibits thereto.

15.15 Other Governmental Approvals. Saint John’s may apply for such other permits and approvals as may be required for development of the Project in accordance with this Development Agreement from other governmental or quasi-governmental agencies having jurisdiction over the Campus Property. The City shall reasonably cooperate with Saint John’s in its endeavors to obtain such permits and approvals.

15.15.1 Further Assurances; Covenant to Sign Documents. Each Party shall take all actions and do all things, and execute, with acknowledgment or affidavit, if required, any and all documents and writings, which may be necessary or proper to achieve the purposes and objectives of this Development Agreement.

15.15.2 Processing. Upon satisfactory completion by Saint John’s of all required preliminary actions and payments of appropriate processing fees, if any, the City shall, subject to all legal requirements, promptly initiate, diligently process, and complete at the earliest possible time all required steps, and expeditiously act upon any approvals and permits necessary for the

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Packet Pg. 909 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 62 development by Saint John’s of the Project in accordance with this Development Agreement, including, but not limited to, the following:
a) the processing of applications for and issuing of all Discretionary Approvals and Administrative Approvals requiring the exercise of judgment and deliberation by City;
b) the holding of any required public hearings; and
c) the processing of applications for and issuing of all Phase II City Technical Permits requiring the determination of conformance with the Phase II Existing Regulations.

15.15.3 No Revocation. The City shall not revoke or subsequently disapprove any approval or future approval for the development of the Project or the Campus Property once issued by the City provided that the development of the Project or the Campus Property is in accordance with such approval. Any revocation or subsequent disapproval by the City shall state in writing the reasons why the development of the Project or the Property is not deemed to be in accordance with such approval and the suggested actions to be taken in order for approval to be granted.

15.15.4 Processing During Third Party Litigation. If any third-party lawsuit is filed against the City or Saint John’s relating to this Development Agreement, the Phase II FEIR, Phase II Development Applications, or to other development issues affecting the Campus Property, the City shall not delay or stop the processing, approval or Saint John’s construction on the Campus Property, or issuance of the Technical City Permits or Phase II City Technical Permits, unless and until the third party obtains a valid court order preventing the activity. The City shall not stipulate to or fail to oppose the issuance of any such order. Notwithstanding the foregoing and without prejudice to the provisions of Section 15.8.1(c) of this Third Amendment, at any time after service on the City or Saint John’s of any petition or complaint challenging this Development Agreement, the Project or the Phase II FEIR, Saint John’s may apply to the Community Development Director for a tolling of the applicable deadlines with which Saint John’s would otherwise have to comply as specified in this Development Agreement. The Community Development Director may approve such tolling, consistent with the standard in Section 15.26, for up to five years during the pendency of the litigation and shall provide Saint John’s with notice of his or her decision on the tolling request within forty (40) days of receiving Saint John’s request. Notwithstanding the foregoing, (a) both (i) Saint John’s obligation as described in Section 3.1.1(a) of Exhibit “R-1” to make any monetary payment to the City and (ii) Saint John’s obligation as described in Sections 1.1.2(b) and 1.1.3 of Exhibit “R-1” to provide cash grants to community partners shall be automatically tolled during the pendency of any litigation filed relating to this Development Agreement, the Phase II FEIR or any of the other Phase II development applications, including Planning Applications, and the obligation to make such a payment shall be extinguished if a final judgment is entered in favor of the third party; provided however if Saint John’s moves forward with Phase II during the pendency of the litigation, Saint John’s shall make such payment and applicable cash grants prior to issuance of a building permit for the first Phase II Building (excluding the Phase II Multifamily Housing building (S2)); and (b) Saint John’s obligation as described in Section 3.1.1(b) of Exhibit “R-1” to make any monetary payment to the City shall be automatically tolled during the pendency of

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Packet Pg. 910 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 63 any litigation filed relating to City approval of the applicable Planning Application (i.e.

Administrative Approval or Development Review Permit) or concurrently approved related approvals for the Phase II Building and shall be extinguished if a final judgment is entered in favor of the third party; provided however if Saint John’s moves forward with such Phase II Building during the pendency of the litigation, Saint John’s shall make such payment prior to issuance of a building permit for such Phase II Building.

15.15.5 State, Federal or Case Law. Where any state, federal or case law allows the City to exercise any discretion or take any act with respect to that law, the City shall, in an expeditious and timely manner, at the earliest possible time, (i) exercise its discretion in such a way as to be consistent with, and carry out the terms of, this Development Agreement, and (ii) take such other actions as may be necessary to carry out in good faith the terms of this Development Agreement.

15.16 Jurisdiction and Venue. Any legal action or proceeding among the Parties arising out of this Development Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of California, in any other appropriate court in that County, or in the Federal District Court in the Central District of California. The parties agree that venue exists in either court, and each party expressly waives any right to transfer to another venue. The parties further agree that either court will have personal jurisdiction over the parties to this Agreement.

15.17 Exhibits. The following exhibits which are part of this Third Amendment are attached hereto and each of which is incorporated herein by this reference as though set forth in full:

Exhibit “N” Campus Property Legal Description
Exhibit “O” 2022 Zoning Code
Exhibit “P” Phase II Development Sites
Exhibit “Q” Phase II Master Plan Standards
Exhibit “R-1” Community Benefits (amended and restated) Exhibit “R-2” Transportation Demand Management Plan Upon Phase II Implementation
Exhibit “R-3” Phase II Publicly-Accessible Open Space Regulations Exhibit “R-4” 24/7 Pedestrian Connections Regulations
Exhibit “R-5” Local Hiring as to Construction
Exhibit “R-6” Local Hiring as to Permanent Employees for Neighborhood Commercial Uses
Exhibit “S” Phase II Mitigation Measures and Project Design Features Exhibit “T” Form of Assignment and Assumption Agreement Exhibit “U” Phase II Parking Management Plan
Exhibit “V” Anticipated Lot Tie Agreements Diagram

15.18 Counterpart Signatures. The Parties may execute this Third Amendment on separate signature pages which, when attached hereto, shall constitute one complete agreement.

15.19 Certificate of Performance. Upon the completion of the Project, or any phase thereof, or upon performance of this Development Agreement or its earlier revocation and

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Packet Pg. 911 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 64 termination, the City shall provide Saint John’s, upon Saint John’s request, with a statement (“Certificate of Performance”) evidencing said completion, termination or revocation and the release of Saint John’s from further obligations hereunder, except for any further obligations which survive such completion, termination or revocation. The Certificate of Performance shall be signed by the appropriate agents of Saint John’s and the City and shall be recorded against title to the Campus Property in the official records of Los Angeles County, California. Such Certificate of Performance is not a notice of completion as referred to in California Civil Code Section 3093.

15.20 Interests of Saint John’s. Saint John’s represents to the City that, as of the Third Amendment Effective Date, it is the owner of the entire Campus Property, subject to encumbrances, easements, covenants, conditions, restrictions, and other matters of record.

15.21 Operating Memoranda. The provisions of this Development Agreement require a close degree of cooperation between the City and Saint John’s. During the Term of this Development Agreement, clarifications to this Development Agreement and the Existing Regulations and Phase II Existing Regulations may be appropriate with respect to the details of performance of the City and Saint John’s. If and when, from time to time, during the Term of this Development Agreement, the City and Saint John’s agree that such clarifications are necessary or appropriate, they shall effectuate such clarification through operating memoranda approved in writing by the City and Saint John’s, which, after execution, shall be attached hereto and become part of this Development Agreement and the same may be further clarified from time to time as necessary with future written approval by the City and Saint John’s. Operating memoranda are not intended to and cannot constitute an amendment to this Development Agreement but mere ministerial clarifications, therefore public notices and hearings shall not be required for any operating memorandum. The City Attorney shall be authorized, upon consultation with, and approval of, Saint John’s, to determine whether a requested clarification may be effectuated pursuant to the execution and delivery of an operating memorandum or whether the requested clarification is of such character to constitute an amendment of this Development Agreement which requires compliance with the provisions of Section 8.1. The authority to enter into such operating memoranda is hereby delegated to the City Manager and the City Manager is hereby authorized to execute any operating memoranda hereunder without further action by the City Council.

15.22 Acknowledgments, Agreements and Assurance on the Part of Saint John’s.

15.22.1 Saint John’s Faithful Performance. The Parties acknowledge and agree that Saint John’s faithful performance in developing Phase II and in constructing and installing certain public improvements pursuant to this Third Amendment and complying with the Phase II Existing Regulations will fulfill substantial public needs. The City acknowledges and agrees that there is good and valuable consideration to the City resulting from Saint John’s assurances and faithful performance thereof and that same is in balance with the benefits conferred by the City on Phase II Development Sites. The Parties further acknowledge and agree that the exchanged consideration hereunder is fair, just and reasonable. Saint John’s acknowledges that the consideration is reasonably related to the type and extent of the impacts of Phase II on the community and the Phase II Development Sites, and further acknowledges that the consideration is necessary to mitigate the direct and indirect impacts caused by Saint John’s on the Phase II Development Sites.

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Packet Pg. 912 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 65 15.22.2 Obligations to be Non-Recourse. As a material element of this Development Agreement, and in partial consideration for Saint John’s execution of this Third Amendment, the Parties each understand and agree that the City’s remedies for breach of the obligations of Saint John’s under this Development Agreement shall be limited as described in Sections 11.2 through 11.4 of this Third Amendment.

15.22.3 Waiver of Protest. Saint John’s acknowledges and agrees that by executing this Third Amendment, Saint John’s waives any and all claims and rights, if any, under Government Code Section 66020 to protest fees, dedications, reservations, or exactions required by this Third Amendment (hereinafter “exactions”), including the City’s right to request and receive the exaction pursuant to this Third Amendment, the total exaction amount if specified by the Third Amendment, and the formula for subsequently calculating exactions if the formula is established by the Phase II Existing Regulations. Notwithstanding the above, if the amount of any exaction is not expressly set forth in this Third Amendment, Saint John’s reserves the right to protest the subsequent calculation of this amount.

15.23 Not a Public Dedication. Except as expressly provided in this Third Amendment, herein, nothing in this Third Amendment shall be deemed to be a gift or dedication of the Campus Property, or any portion thereof, to the general public, for the general public, or for any public use or purpose whatsoever, it being the intention and understanding of the Parties that this Third Amendment be strictly limited to and for the purposes herein expressed for the development of the Project as private property. Saint John’s shall have the right to prevent or prohibit the use of the Campus Property, or any portion thereof, including common areas and buildings and improvements located thereon, by any person for any purpose inimical to the development of the Project, including without limitation to prevent any person or entity from obtaining or accruing any prescriptive or other right to use the Campus Property. Any portion of the Campus Property to be conveyed to the City by Saint John’s as provided in this Third Amendment, shall be held and used by the City only for the purposes contemplated herein or otherwise provided in such conveyance, and the City shall not take or permit to be taken (if within the power or authority of the City) any action or activity with respect to such portion of the Campus Property that would deprive Saint John’s of the material benefits of this Third Amendment or would materially and unreasonably interfere with the development of the Project as contemplated by this Third Amendment.

15.24 Other Agreements. The City acknowledges that certain additional agreements may be necessary to effectuate the intent of this Third Amendment and facilitate development of the Project. The City Manager or his/her designee is hereby authorized to prepare, execute, and record those additional agreements.

15.25 Severability and Termination. If any provision of this Third Amendment is determined by a court of competent jurisdiction to be invalid or unenforceable, or if any provision of this Third Amendment is superseded or rendered unenforceable according to any law which becomes effective after the Third Amendment Effective Date, the remainder of this Third Amendment shall be effective to the extent the remaining provisions are not rendered impractical to perform, taking into consideration the purposes of this Third Amendment.

15.26 Community Development Director Approval. Whenever this Third Amendment requires Community Development Director review and approval, such review and approval shall

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Packet Pg. 913 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 66 be undertaken in good faith and with due diligence and shall not be unreasonably withheld, conditioned or delayed.

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Packet Pg. 914 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's 67 This Third Amendment is executed by the Parties on the date first set forth above and is made effective on and as of the Third Amendment Effective Date.

PROVIDENCE:

PROVIDENCE HEALTH SYSTEMS SOUTHERN
CALIFORNIA, a California nonprofit religious corporation By: _______________________
Name:

Title:

SAINT JOHN’S:

PROVIDENCE SAINT JOHN’S HEALTH CENTER, a California
nonprofit religious corporation
By: _______________________
Name:

Title:

CITY:

CITY OF SANTA MONICA,
a municipal corporation
By: _______________________________
Name: David White
Title: City Manager
ATTEST:

By: ________________________________
Name: Denise Anderson-Warren
Title: City Clerk
APPROVED AS TO FORM:

By: ________________________________
Name: Joseph P. Lawrence
Title: Interim City Attorney

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Packet Pg. 915 Attachment: Attachment F Ordinance Providence Third Amendment to the Development Agreement.docx (4853 : Providence Saint John's Exhibit “N”

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Santa Monica City CouncilMarch 22, 2022

Santa Monica City Council
March 22, 2022