SEWER SYSTEM IMPROVEMENT PROGRAM | Grey. Green. Clean.
Wastewater Capital Programs Quarterly Report
Q1 Fiscal Year 2023-2024 (July 2023 – Sep 2023)
Bessie Tam, Wastewater Capital Programs Director, Infrastructure Presented to the San Francisco Public Utilities Commission January 9, 2024
SEWER SYSTEM IMPROVEMENT PROGRAM | Grey. Green. Clean.
Beginning this quarter, approved program is based on
FY24-33 10-year Capital Improvement Plan (CIP) adopted
by the Commission on Feb 14, 2023
Approved Program based on Feb 2023 CIP
2 PROGRAMS Number of
Projects
2023 Approved
Budget ($ Million)
Current Forecast
Completion
SSIP Phase 1 70 $4,401.1 Apr 2036
Other SSIP 43 $1,786.5 Jun 2037
Facilities & Infrastructure 7 $ 630.5 Jan 2032
Total 120 $6,818.1 Jun 2037
Executive Summary
Tables A, B & C
SEWER SYSTEM IMPROVEMENT PROGRAM | Grey. Green. Clean.
Anticipated Construction Completion in 2024
3 Wawona Area
Stormwater Improvement
Project
Oceanside Plant Building 042
Primary Clarifier Improvements
SEP Power Feed and Primary
Switchgear Upgrades
SEWER SYSTEM IMPROVEMENT PROGRAM | Grey. Green. Clean.
PROJECT COUNT BY PHASE
(as of June 2023)
Planning
$20M
(1 Project)
Phase 1
$4.402B
(70 Projects)
Design
$177M
(6 Projects)
Completed
$457M
(43 Projects)
Construction
$3,646M
(11 Projects)
Bid & Award
$0
(0 Projects)
Close-out
$102M
(9 Projects)
SSIP Phase 1 Status
4 PROJECT COUNT BY PHASE
(as of September 2023)
Planning
$20M
(1 Project)
Phase 1
$4.401B
(70 Projects)
Design
$182M
(6 Projects)
Completed
$495M
(46 Projects)
Construction
$3,625M
(10 Projects)
Bid & Award
$0
(0 Projects)
Close-out
$78M
(7 Projects)
59.7% Complete 64.8% Complete
SEWER SYSTEM IMPROVEMENT PROGRAM | Grey. Green. Clean.
SSIP Status - Cost Summary
5 Section I.3 SSIP
Table 3
Negative numbers reflect cost increases
Subprograms (includes other SSIP)
Expenditures to
Date
($ Million) (A)
Current
Approved
Budget
($ Million) (B)
Current
Forecasted
Budget
($ Million) (C)
Cost Variance
($ Million)
(D = B - C)
Cost Variance
Over Reporting
Period ($ Millon)
(E)
Treatment Facilities $2,053.8 $4,258.6 $4,258.6 $0.0 $0.0 Collection System $277.0 $603.5 $603.5 $0.0 $0.0
Stormwater Management $109.9 $244.0 $244.0 $0.0 $0.0
Flood Resilience Projects $41.6 $656.4 $656.4 $0.0 $0.0 Land Reuse Projects $85.6 $85.1 $85.6 ($0.5) $0.0
Program Management (PM) $161.5 $340.0 $339.5 $0.5 $0.0
Overall Program Total $2,729.4 $6,187.6 $6,187.6 $0.0 $0.0 SSIP Phase 1 Total $2,652.3 $4,401.1 $4,401.1 $0.0 $0.0 Other SSIP Subtotal
(Phase 2 and 3 priorities)
$77.1 $1,786.5 $1,786.5 $0.0 $0.0
.
SEWER SYSTEM IMPROVEMENT PROGRAM | Grey. Green. Clean.
Facilities and Infrastructure Status- Cost Summary
6 Section II.3 F&I Program
Table 3
Subprograms
Expenditures to
Date
($ Million) (A)
Current
Approved
Budget
($ Million) (B)
Current
Forecasted
Budget
($ Million) (C)
Cost
Variance
($ Million)
(D = B - C)
Cost Variance
Over Reporting
Period ($
Millon) (E)
Facilities and Infrastructure Program $172.6 $630.5 $630.5 $0. 0 $0.0 SEWER SYSTEM IMPROVEMENT PROGRAM | Grey. Green. Clean. 7 Completed 35% Design
1. Maintenance Building (SEP 940) Interim Improvement
2. Brannan (019) CSD Discharge and Baffle Rehabilitation Completed 65% Design
1. Yosemite Green Infrastructure
2. Lower AlemanyArea Stormwater Improvements
3. Sunnydale Pump Station Safety Improvements
4. Geary Underpass Pump Station Safe Access
Enhancements
5. CSD Structure Rehab & Upgrades – Part 1
Completed 95% Design
1. Geary Blvd Sewer and Water Improvements – Phase 2
2. Seacliff No. 1 Pump Station & Force Main Upgrade
3. Primary Treatment (SEP 040/041) Health & Safety
Improvements
Capital Programs Milestones
Treasure Island Water Resource Recovery Facility
Kick Off Celebration
Treasure Island Water Resource Recovery Facility
SEWER SYSTEM IMPROVEMENT PROGRAM | Grey. Green. Clean.
SEP Biosolids Digester Facilities Project
8 Planning through Bid & Award Construction Close Out
Project Schedule:
Project Cost: $2,373M
Progress and Status:
1. Construction of the five digester tanks continues
2. Concrete placement of the upper walls are completed, and placement of digester core walls are underway
3. Mechanical, electrical and plumbing installations in the lower and upper basements of the digester facility has
begun
4. Mat slab and lower basement walls of the solids
pretreatment building is complete, and construction of the Level 1 slabs and walls continues
2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029
SEWER SYSTEM IMPROVEMENT PROGRAM | Grey. Green. Clean.
Southeast Plant New Headworks Facility Project
Project Cost: $689M
Progress and Status:
1. Bus and interior conduit installation has been completed at substations 1A/1B
2. Grit tank pump, flush, drain piping and concrete coating of the bypass channel is complete
3. Installation of splitter weir gate and splitter inlet gate wall thimbles are complete
4. Installation of drain lines from the biotrickling filters has commenced at the Odor Control Facility
5. Coordination to obtain temporary and permanent power is ongoing
9 Planning through Bid & Award Construction Close Out
2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029
Project Schedule:
SEWER SYSTEM IMPROVEMENT PROGRAM | Grey. Green. Clean.
MOVING FORWARD. sfpuc.org/ssip
Images courtesy of Engineering Archives Photography/Robin Scheswohl and Sabrina Wong
OUR MISSION: To provide our customers with high-quality, efficient and reliable water, power and sewer services in a manner that values environmental and community interests and sustains the resources entrusted to our care.
525 Golden Gate Avenue, 13th Floor
San Francisco, CA 94102
T 415.554.3155
F 415.554.3161
TTY 415.554.3488
DATE: December 26, 2023
TO: Commissioner Tim Paulson, President
Commissioner Anthony Rivera, Vice President
Commissioner Newsha K. Ajami
Commissioner Sophie Maxwell
Commissioner Kate H. Stacy
FROM: Dennis J. Herrera, General Manager
RE: Wastewater Enterprise Capital Improvement Programs 1 st Quarter/ Fiscal Year 2023-2024
Enclosed please find the Wastewater Enterprise Capital Improvement Programs (CIP) Quarterly Report for the 1
st Quarter of Fiscal Year (FY) 2023-
2024. The primary intent of this report is to provide the Commission, stakeholders, and the public with a status summary of the Program for the period of July 1, 2023 to September 30, 2023.
This Quarterly Report incorporates all the changes made to the Wastewater Enterprise Capital Improvement projects according to the 10-Year Capital Improvement Plan for FY2023-24 to FY2032-33 presented to and approved by the San Francisco Public Utilities Commission on February 14, 2023.
Attachment
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i
WWE Quarterly Report Q1-FY2023-2024 (07/01/23– 09/30/23)
EXECUTIVE SUMMARY
This Quarterly Report provides a summary update on Wastewater Capital Programs, including (1) the Sewer System Improvement Program (SSIP), comprised of SSIP Phase 1 and Other SSIP, (2) the Wastewater Enterprise (WWE) Facilities and Infrastructure Program, and (3) the WWE Renewal and Replacement Program. This Report provides a status summary of the WWE Capital Programs for the period of July 1, 2023 to September 30, 2023 to the Commission, the programs’ stakeholders and the public.
This Quarterly Report incorporates all the changes made to the Wastewater Enterprise Capital Improvement projects according to the 10-Year Capital Improvement Plan for FY2023-24 to FY2032-33 (FY24-FY33 10-Year CIP), presented to and approved by the San Francisco Public Utilities Commission on February 14, 2023. Changes to program and project scopes, schedules, and budgets from the FY24-FY33 10-Year CIP became effective on July 1, 2023, the start of FY24.
The following table reflects the 2022 and 2023 Approved Budget and Schedule for all WWE CIP projects including the SSIP Phase 1, Other SSIP, and Facilities and Infrastructure Projects:
Table A – Wastewater Enterprise CIP 2023 vs. 2022 Approved Budget and Schedule Programs 2022
Approved
Schedule
2022
Approved
Budget
($ Million)
2023
Approved
Schedule
2023
Approved
Budget
($ Million)
Budget
Variance
Between 2023
and 2022
($ Million)
Schedule
Variance
Between 2023
and 2022
(Months)
SSIP Phase 1 6/30/32 $4,402.7 4/02/36 $4,401.1 ($1.6) 33.1 Other SSIP 6/30/33 $1,570.9 6/30/37 $1,786.5 $215.6 48.0 Facilities and
Infrastructure (F&I) 1/29/32 $677.8 1/23/32 $630.5 ($47.3) 0.25 Total 6/30/33 $6,651.4 6/30/37 $6,818.1 $166.7 48.0
In summary, according to the last a
pproved CIP in 2023, the Approved Budget for the SSIP Phase 1 was decreased by $1.6M, and the approved schedule was extended by 2.8 years. The number of projects for SSIP phase 1 remains at 70. Also, the Approved Budget for the other SSIP projects was increased by $215.6M, and the approved schedule was extended by 4 years. The number of projects for other SSIP remained at 43. The Approved Budget for F&I projects decreased by $47.3M and the approved schedule was extended by 6 days. The number of projects in the F&I remained at 7.
Program Current Status:
During this quarter, ste
ady progress continues with the SSIP. Overall, SSIP is 48.4% complete as of September 2023 and there are no changes to the number of projects in the programs. SSIP Phase 1 and Other SSIP are at 64.8% and 7.0% complete as of September 2023, respectively. ii
WWE Quarterly Report Q1-FY2023-2024 (07/01/23– 09/30/23) For this re p
orting period, the SSIP Phase 1 remains at seventy (70) projects in various phases as follows: seven (7) projects in planning or design, ten (10) projects in construction, seven (7) projects in closeout, and forty-six (46) projects completed. See Figure A below.
Figure A: SSIP Phase 1 Projects by Phase and Approved Budget For this reporting period, the Other SSIP remains at forty-three (43) projects in various phases as follows: eleven (11) projects in pre-planning, twenty-eight (28) projects in planning or design, and four (4) projects in construction. See Figure B below.
iii
WWE Quarterly Report Q1-FY2023-2024 (07/01/23– 09/30/23) Figure B: Other SSIP Projects by Phase and Approved Budgets For this rep orting perio
d, the WWE Facilities and Infrastructure Program (F&I) remains at seven (7) projects in various phases as follows: one (1) project in pre-planning, three (3) projects in planning or design, two (2) projects in construction, and one (1) project in closeout. See Figure C below.
Figure C: Facilities and Infrastructure Projects by Phase and Approved Budgets iv
WWE Quarterly Report Q1-FY2023-2024 (07/01/23– 09/30/23) The following Tables pr
ovide a summary of the cost and schedule status for the SSIP Phase 1, Other SSIP Projects, and F&I Program.
Table B: Program Level Cost Summary
Programs Expenditures
To Date
($ Million)
Current
Approved
Budget
($ Million)
Forecast
Costs
this Quarter
($ Million)
Cost
Variance
($ Million)
Variance Over
Reporting
Period*
($ Million)
(A) (B) (C) (D = B - C) (E)
SSIP Phase 1 $2,652.3 $4,401.1 $4,401.1 - -
Other SSIP $77.1 $1,786.5 $1,786.5 - -
F&I $172.6 $630.5 $630.5 - -
Programs Total $2,902.0 $6,818.1 $6,818.1 - -
* Variance is cost variance from the current approved budget that occurred during the quarter. Negative number is reflecting cost increases since last quarter, and positive number is reflecting cost reduction since last quarter.
Table C: Program Level Schedule Summary
Programs
2016
Approved
Project
Start
Current
Approved
Project
Start
Actual
Start
2016
Approved
Completion
Current
Approved
Completion
Current
Forecast
Completion
Schedule
Variance
(Months)
SSIP Phase 1 07/01/11 07/01/11 07/01/11 A* 10/30/26 04/02/36 04/02/36 - Other SSIP N/A 03/03/18 03/03/18 A* N/A 06/30/37 06/30/37 - F&I 01/01/11 01/01/11 01/01/11 A* 12/29/23 01/23/32 01/29/32 - Overall
Programs 01/01/11 01/01/11 01/01/11 A* 10/30/26 06/30/37 06/30/37 - * “A” represents the actual date.
N/A = not applicable since these projects were not part of the 2016 Approved Baseline.
Program Key Updates:
Key updates for the Sewer System Improvement Program in clude:
1. SEP Biosolids Digester Facilities – Construction of the five digester tanks continued, with concrete placements of upper decks completed and core walls underway. Mechanical, electrical, and plumbing installations have be gun in the lower and upper basements of the digester facility, and con struction on the adjacent solids pretreatment building is underway. In addition, a separate Biogas Utilization Project is underway and procurement of a design-builder through a Public-Private Partnership (P3) delivery approach continues to progress. T he overall project completion is at 49.5% compared to 42.2% last quarter.
v
WWE Quarterly Report Q1-FY2023-2024 (07/01/23– 09/30/23)
2. SEP New Headworks (Grit) Replacement - Contractor completed various electrical, mechanical and civil work, and continued work at the influent junction area, fine screen/grit influent splitter, grit tank/grit handling, primary influent distribution, influent pump station, and odor control areas. The project team continues coordination with Power Enterprises’ electrical upgrade projects (SFPUC Contracts WW-662R/ DB-130) to obtain temporary and permanent power for this project. The overall project completion is at 80.3%, compared to 78.2% last quarter.
3. SEP Facility-wide Distributed Control System (DCS) Upgrade - The DCS hardware was delivered onsite at the new SEP Headworks facility and will be installed under the SEP New Headworks (Grit) Replacement project. Headworks DCS software operational readiness tests continued during this reporting quarter. Coordination with contract WW-647R BDFP team’s various process vendors has been initiated. The overall project completion is at 53.3%, compared to 52.5% last quarter.
4. North Shore Pump Station Wet Weather Improvements - Contractor completed the installation of two new dry weather pump & motor assemblies; demo and installation of dewatering & sump pump 8-inch manifold; configuring and testing MCC network switches to connect to Ovation Distributed Control System; and installation of actuator for the dry weather channel. Associated mechanical, power and instrumentation wiring installation are ongoing. Contractor is also preparing installation of motor control centers. The overall project completion is at 79.1%, compared to 76.7% last quarter.
5. Yosemite Green Infrastructure - The project team completed the 65% design milestone and is progressing towards 95% design. The overall project completion is at 27.5%, compared to
22.0% last quarter.
6. Folsom Area Stormwater Improvement – This project is implemented through four construction contracts, WW-719A, WW-719B, WW-719C, and WW-719D. For Contract WW- 719A, Initial Upstream Pipe, Notice to Proceed (NT P) was issued to the contractor and public notices were issued to notify the affected community about the start of construction at the affected streets. For Contract WW-719B, Alameda Tunnel Construction Contract, the project team completed the 65% Design for Division Sewer Box, completed the Final Strategy Report to Caltrans (for the pile modification work to Caltrans freeway footings), and received counteroffers from two of the three property owners for the sub-surface easements necessary for tunnel alignment. For Contracts WW-719C, Harrison and Treat Sewer Box and WW-719D, Large Upstream Pipe, the project team continued with the design efforts of these contracts. The overall project completion is at approximately 56.9% compared to approximately 46.5% last quarter.
7. Large Diameter Sewer Projects and Channel FM Intertie - This project includes ten subprojects, which are at the following phases: five in construction, three in design, one in closeout, and one completed. During this quarter, one additional subproject progressed into construction. The overall project completion is at 37.3%, compared to 37.2% last quarter.
8. Geary BRT Sewer Improvements Phase 2 - The project team completed the 95% design milestone and is progressing towards 100% design. In addition, the planning department
vi
WWE Quarterly Report Q1-FY2023-2024 (07/01/23– 09/30/23) concurred that this project is categorically exempted from CEQA. The overall project completion is at 78.2%, compared to 60.3% last quarter.
9. Lower Alemany Area Stormwater Improvements - The project team completed the 65% design.
10. Seacliff No. 1 PS & FM Upgrade - The project team completed the 95% design.
11. Sunnydale PS Safety Improvements - The project team completed the 65% design.
12. Geary Underpass PS Safe Access Enhancements - The project team completed the 65% design.
13. Brannan St CSD Discharge & Baffle Rehabilitation - The project team completed the 35% design.
14. CSD Structure Rehab & Upgrades - Part 1 - The project team completed the 65% Design for rehabilitation of three combined sewer discharges (CSDs), Laguna Street, Howard Street, and Mission Bay CSDs.
15. Primary Treatment (SEP 040/041) H&S Improvements - The project team completed the draft 95% design.
16. Maintenance Building (SEP 940) Interim Improvement - The project team completed the 35% design.
For the WWE Facilities and Infrastructure Program, there are four (4) on-going projects, with one (1) project in construction, two (2) projects in design, and one (1) project in planning. Key updates for this program includes:
1. New Treasure Island Wastewater Treatment Plant Project - The 65% design package was issued, and review workshop with stakeholders was held to facilitate review comments. Also, the design-build contractor received NTP for the construction phase of the project. The design- build contractor-initiated site preparation, as well as construction of the influent pumping structure and foundation of the biological nutrient removal facility. The project team completed property transfer from TIDA to SFPUC.
2. Ocean Beach Climate Change Adaptation Project - The Project is being executed through five subprojects: (A) Army Corps of Engineers sand placement which is complete; (B) Short- Term Improvements which is ongoing; and Long-Term Improvements which includes (C) Intersection Reconfiguration, (D) Seawall and Coastal Access Amenities, and (E) Vegetation Planting. For the Long-Term Improvements subprojects, funding negotiations with CCSF project partner agencies are progressing but continues to impact completion of design. The CEQA Environmental Impact Report was certified by the Planning Commission in September and the project will be going to the SFPUC Commission in October for Project Approval; work continues on the Coastal Development Permit.
3. Interim Sidestream Nutrient Removal - This was a new project initiated during this quarter.
vii
WWE Quarterly Report Q1-FY2023-2024 (07/01/23– 09/30/23) For the WWE Renewal and Replacement (R&R) Program, the total program budget is increased to $1,286.9M based on the FY24-FY33 10-year CIP. This is $84.9M greater than the previously approved budget of $1,202.0M. The current approved and forecasted budgets are as follows:
1. R&R Collection Systems – Large Diameter with an approved budget of $29.0M.
2. R&R Collection Systems – Small Diameter with an approved budget of $1,036.3M.
3. R&R Treatment Facilities with an approved budget of $221.6M.
In addition, the following are key updates on the R&R program:
Collection Systems, R&R Program: For the small diameter sewer projects, the project teams awarded 10.1 miles of small diameter sewer improvements, which exceeded the annual award target of 9.3 miles for fiscal year 2022-2023.
Treatment, R&R Program: Ten equipment purchases, totaling over $1.9M, were completed. 7KLVSDJHLVLQWHQWLRQDOO\OHIWEODQN
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1 I. Sewer System Improvement Program
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I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23)
1. PROGRAM DESCRIPTION
The responsibilities of the San Francisco Public Utilities Commission (SFPUC)’s Wastewater Enterprise (WWE) are to manage, operate, and maintain San Francisco’s wastewater collection and treatment system. San Francisco’s sewer system collects, conveys, and treats both dry and wet weather (urban stormwater) flows.
The Sewer System Improvement Program (SSIP) is a wastewater capital improvement program which includes multiple projects to improve the existing system. The SSIP is the culmination of wastewater system planning efforts, public meetings, and SFPUC Commission workshops, to develop proposed improvements to address the following challenges:
1. Aging infrastructure and the poor condition of existing facilities.
2. Seismic deficiencies and lack of structural integrity.
3. Limited operating flexibility and lack of redundancy.
4. Compliance with operational permits at all times.
5. Managing stormwater in San Francisco's eight urban watersheds.
6. Optimizing system performance and efficiency.
7. Protecting public health, the environment, and conservation goals to safeguard our natural and human environments, and
8. Compliance with the Commission’s Environmental Justice and Community Benefits Policy.
The purpose of the SSIP is to upgrade the existing wastewater system to meet the challenges of today and the future. The implementation of the SSIP projects were originally phased over twenty (20) years to maintain ratepayer affordability and minimize impacts to our communities throughout the City.
In February 2011, the SFPUC Commission directed staff to proceed with the procurement of a program management consultant to assist City staff with the implementation of the SSIP. The AECOM-Parsons Joint Venture was selected, and the Program Management Consultant (PMC) team began work on September 6, 2011. The first major task for the PMC was to develop a recommended Program, collectively known as Program Validation. This effort was completed by the PMC and City staff recommending the scope, schedule, and budget of the SSIP treatment and collection system projects, as well as revisions to the SSIP Goals and Levels of Service (LOS). On August 28, 2012, after a series of three public SSIP workshops, the SFPUC Commission officially endorsed the proposed projects in the $6.933 billion 20-year SSIP and the associated Goals and Level of Service and authorized staff to proceed with planning and development of projects within Phase 1 of the SSIP, representing $2.7 billion.
Subsequently, in October 2015, the PMC was assigned to refine the program scope, budget, and schedule based on newly available information, various constraints, and challenges. The effort included project re-prioritization, scope refinement, budget re-alignment, and schedule re-alignment. The refinement was completed in January 2016 and presented to the SFPUC Commission on March 22, 2016. The refined program scope and budget for $6.976 billion, along with the Goals and LOS for all three phases of the SSIP, was endorsed by the Commission along with the baseline for scope, schedule, and budget for Phase 1 projects totaling $2.910 billion. The revised program is referred to as the “2016 SSIP Baseline”.
The 2016 Endorsed Goals include:
x Provide a compliant, reliable, resilient, and flexible system that can respond to catastrophic events;
x Integrate green and grey infrastructure to manage stormwater and minimize flooding; x Provide benefits to impacted communities;
x Modify the system to adapt to climate change;
1 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23) x Achieve economic and environmental sustainability; and x Maintain ratepayer affordability.
Wastewater System Overview:
The San Francisco wastewater collection and treatment system has been developed over the past two centuries. San Francisco’s sewer system dates back to the 1800’s when the first sewers were constructed which, at the time, discharged directly into the San Francisco Bay and the Pacific Ocean.
Since then, WWE’s Collection System is now a network of sewers, tunnels and large structures (called transport/storage structures) that collect, store, and provide primary-level treatment for both sanitary flows and stormwater runoff (or combined sewage), before conveying the combined sewage flows to the wastewater treatment facilities. The City’s major treatment facilities were constructed over several years with previously completed capital improvement programs. The treatment facilities that continues to be in operations today were originally built as follows: North Point Facility, 1951; Southeast Plant, 1952; and Oceanside Plant, 1993. The Southeast Plant was enlarged and upgraded to secondary treatment in 1982, and again expanded to treat the current peak wet-weather flows in 1996.
Whenever possible, this wastewater system is designed to reduce operation and maintenance costs by taking advantage of the City’s natural topography and maximize the benefits of gravity flow for the collection, transport, treatment, and discharge of wastewater and stormwater. Ninety-two percent of San Francisco is served by this combined sewer system that consists of approximately 24,800 manholes, 25,000 catch basins, 27 pump stations, and 1,000 miles of sewers ranging from 8-inch diameter pipes to 10-foot diameter tunnels to transport/storage structures, which are underground concrete structures up to 45 feet deep by 25 feet wide.
Flows are conveyed from the collection system through the transport/storage boxes, to two centralized all-weather treatment plants, located in the southeast and southwest sections of the City respectively, the Southeast Water Pollution Control Plant (SEP) and the Oceanside Water Pollution Control Plant (OSP). During wet weather, additional flows are conveyed to our wet-weather facility, located in the northeast section of the City, the North Point Wet-Weather Facility (NPF). Each non-rainy day, more than 80 million gallons of wastewater is collected and transported to one of three treatment plants (Southeast, Oceanside, and North Point), where harmful pollutants like human waste, oil and other pesticides are removed before reaching the San Francisco Bay and Pacific Ocean. (When it rains, our wastewater system collects and treats up to 575 million gallons a day). On an annual basis, the system treats approximately 40 billion gallons of combined sewage.
Program Evolution:
Due to the size of the SSIP, a phased approach was initially developed to simplify the implementation of projects. This was done to manage rate impacts, consider construction sequencing impacts and maintain existing operations and permit compliance. Each of the projects in the SSIP contributes to the wastewater system by meeting the Commission-endorsed Goals and LOS. The Program was originally baselined via the 2016 SSIP Baseline, which was endorsed by the SFPUC Commission to be implemented in three overlapping phases, Phase 1, 2 and 3. Subsequently, the SSIP Phase 1 Baseline Budget and Schedule were revised in 2018 and approved by the San Francisco Public Utilities Commission on April 24, 2018. Phase 1 projects focused on ensuring regulatory compliance, enhancing process reliability and redundancy, improving plant odor control, and replacing the antiquated biosolids and headworks facilities with state-of-the-art technology. As such, Phase 1 primarily focused on treatment plant improvements.
Since the Commission approval of the 2018 SSIP Baseline, considerable thought was put into how the program has evolved since its inception in 2010, and how it should move forward. A capital program spanning several decades, like the SSIP, must continually adapt to ever-evolving priorities and 2 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23) changing market conditions to be sustainable. In previous SSIP baseline efforts, long-term forecasting was used to plan the three overlapping phases of investments to deliver the program while achieving financial affordability goals. However, lessons learned have taught us that the confidence and accuracy of these forecasts diminish over a long duration. Thus, on February 8, 2022, the Commission approved the 2022 SSIP Baseline, where a selection of high priority projects identified initially in Phases 2 and 3 were initiated. The SFPUC is transitioning away from the original intent of three SSIP phases to implementing capital improvement projects as part of a rolling Ten-Year Capital Plan. New projects will be initiated based on priority and timeline through the SFPUC’s biennial budget process.
SSIP Revised Baseline:
As reflected in Table 1.1, the SSIP Phase 1 Baseline Budget and Schedule were revised in 2018, 2020, 2022, and 2023, and these revisions were approved by the San Francisco Public Utilities Commission (the Commission) on April 24, 2018, December 2020, February 2022, and February 2023 respectively.
The 2023 Approved Budget for SSIP Phase 1 is $4,401.1 million, which is about $1.6 million lower than the 2022 Baseline Budget. The 2023 Approved Program Completion is April 2036, which is about 45 months later than the 2022 Baseline Program Completion.
As described in the Program Evolution above, other SSIP projects beyond Phase 1 (Other SSIP Projects) were initiated based on the rolling Ten-Year Capital Plan efforts. Table 1.2 reflects the Other SSIP Projects that were originally described in the 2018 Baseline approved by the Commission on December 11, 2018, before these Projects were approved for revision by the Commission in December 2020, February 2022, and February 2023. The 2023 Approved Budget for Other SSIP Projects is $1,786.5 million, which is about $215.6 million higher than the 2022 Baseline Budget. The 2023 Approved Projects’ Completion is June 2037, which is about 48 months later than the 2022 Baseline Projects Completion.
Refer to Appendix 1 for scope description of all projects in SSIP Phase 1 Program and Other SSIP Projects
Table 1.1 SSIP Phase I Program Revisions
Program Revision Commission
Approval
Budget
($Million) Schedule*
2016 (Baseline) March 22, 2016 $2,910.4 10/30/26
2018 (Revised) April 24, 2018 $2,978.7 05/01/25
2020 (Revised) Decembe r 22, 2020 $3,655.3 08/31/27
2022 (Revised) February 8, 2022 $4,402.7 06/30/32
2023 (Latest Approved) February 14, 2023 $4,401.1 04/02/36 * Final Program Completion Date
Table 1.2 Other SSIP Projects
Program Revision Commission
Approval
Budget
($Million) Schedule*
2018 (Baseline) December 11, 2018 $430.5 06/30/28
2020 (Revised) December 22, 2020 $1,197.3 12/26/29
2022 (Revised) February 8, 2022 $1,570.9 06/30/33
2023 (Latest Approved) February 14, 2023 $1,786.5 06/30/37 * Final Program Completion Date
3 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23)
2. PROGRAM STATUS
Figure 2.1 depicts the total Current Approved Budget for the SSIP Phase 1 projects in each phase of the program as of September 30, 2023. The number of projects in each phase is shown in parentheses.
Figure 2.2 depicts the number of SSIP Phase 1 projects in the following stages of the program as of September 30, 2023: Pre-construction, Construction, and Post-construction (Completed or Closeout).
Figure 2.1 Total Current
Approved SSIP Phase 1
Projects by Phase
Figure 2.2 Number of SSIP Phase 1
Projects in Pre-Construction,
Construction, and Post-Construction
4 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23) Figure 2.3 depicts the environmental review and permitting status of the SSIP Phase 1 projects as of September 30, 2023.
Figure 2.4 depicts the total Current Approved Budget for the Other SSIP projects remaining in each phase of the program as of September 30, 2023. The number of projects currently active in each phase is shown in parentheses.
Figure 2.5 depicts the number of Other SSIP projects in the following stages of the program as of September 30, 2023: Pre-construction, Construction, and Post-construction (Closeout or Completed).
Figure 2.3 Environmental and
Permitting Status of the SSIP Phase 1
Projects
Figure 2.4 Total Current Approved Other SSIP Projects
by Phase
5 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23)
Figure 2.6 depicts the environmental review and permitting status of the Other SSIP projects as of September 30, 2023.
Figure 2.6 Environmental and Permitting
Status of the Other SSIP Projects
Figure 2.5 Number of Other SSIP Projects
in Pre-construction, Construction, and
Post-construction
6 (6)
(20)(20)
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23)
KEY ACCOMPLISHMENTS
Programmatic
x SEP Biosolids Digester Facilities – Construction of the five digester tanks continued, with concrete placements of upper decks completed and core walls underway. Mechanical, electrical, and plumbing installations have begun in the lower and upper basements of the digester facility, and construction on the adjacent solids pretreatment building is underway. In addition, a separate Biogas Utilization Project is underway and procurement of a design-builder through a Public-Private Partnership (P3) delivery
approach continues to progress. The overall project completion is at 49.5% compared to
42.2% last quarter.
x SEP New Headworks (Grit) Replacement - Contractor completed various electrical, mechanical and civil work, and continued work at the influent junction area, fine screen/grit influent splitter, grit tank/grit handling, primary influent distribution, influent pump station, and odor control areas. The project team
continues coordination with Po wer Enterprises’ electrical upgrade projects (SFPUC Contracts WW-662R/ DB-130) to obtain temporary and permanent power for this project. The overall project completion is at 80.3%, compared to 78.2% last quarter. x SEP Facility-wide Distributed Control System (DCS) Upgrade - The DCS hardware was delivered onsite at the new SEP Headworks facility and will be installed under the SEP New Headworks (Grit) Replacement project. Headworks DCS software operational readiness tests continued during
this reporting quarter. Coordination with contract WW-647R BDFP team’s various process vendors
has been initiated. The overall project completion is at 53.3%, compared to 52.5% last quarter.
x North Shore Pump Station Wet Weather Improvements - Contractor completed the installation of two new dry weather pump & motor assemblies; demo and installation of dewatering & sump pump 8-inch manifold;
configuring and testing MCC network switches to connect to Ovation Distributed Control System; and installation of actuator for the dry weather channel. Associated mechanical, power and instrumentation wiring installation are ongoing. Contractor is also preparing installation of motor control centers. The overall project completion is at 79.1%, compared to 76.7% last quarter. x Yosemite Green Infrastructure - The project team completed the 65% design milestone and is progressing towards 95% design. The overall project completion is at 27.5%, compared to 22.0% last quarter.
x Folsom Area Stormwater Improvement – This project is implemented through four construction contracts, WW-719A, WW-719B, WW-719C, and WW-719D. For Contract WW-719A, Initial Upstream Pipe, Notice to Proceed (NTP) was issued to the contractor and public notices were issued to
notify the affected community about the start of construction at the affected streets. For Contract WW
-719B, Alameda Tunnel Construction Contract, the project team completed the 65% Design for Division Sewer Box, completed the Final Strategy Report to Caltrans (for the pile modification work to Caltrans freeway footings), and received counteroffers from two of the three property owners for the sub-surface easements necessary for tunnel alignment. For Contracts WW-719C, Harrison and Treat Sewer Box and WW-719D, Large Upstream Pipe, the project team continued with the design efforts of these contracts. The overall project completion is at approximately 56.9% compared to approximately 46.5% last quarter. 7 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23) x Large Diameter Sewer Projects and Channel FM Intertie - This project includes ten subprojects, which are at the following phases: five in construction, three in design, one in closeout, and one completed. During this quarter, one additional subproject progressed into construction. The overall project completion is at 37.3%, compared to 37.2% last quarter. x Geary BRT Sewer Improvements Phase 2 - The project team completed the 95% design milestone and is progressing towards 100% design. In addition, the planning department concurred that this project is
categorically exempted from CEQA. The overall project completion is at 78.2%, compared to 60.3% last quarter.
x Lower Alemany Area Stormwater Improvements - The project team completed the 65% design. x Seacliff No. 1 PS & FM Upgrade - The project team completed the 95% design. x Sunnydale PS Safety Improvements - The project team completed the 65% design. x Geary Underpass PS Safe Access Enhancements - The project team completed the 65% design. x Brannan St CSD Discharge & Baffle Rehabilitation - The project team completed the 35% design. x CSD Structure Rehab & Upgrades - Part 1 - The project team completed the 65% Design for rehabilitation of three combined sewer discharges (CSDs), Laguna Street, Howard Street, and Mission Bay CSDs.
x Primary Treatment (SEP 040/041) H&S Improvements - The project team completed the draft 95% design.
x Maintenance Building (SEP 940) Interim Improvement - The project team completed the 35% design.
In the News
x News coverage in August on the start of construction for the Treasure Island Water Treatment Facility, and in September on the Ocean Beach Climate Change Adaptation Project. x Ongoing media coverage of impacts from the 2022 winter storms.
Highlights of Conducted Outreach and News Coverage
x During this quarter, emailed newsletters to approximately 2,200 recipients providing project and agency updates and resources
x Held tours of the Southeast Treatment Plant construction for multiple groups including: the Project Management Bureau interns, SFPUC San Francisco Unified School District teacher externship, Project Pull interns, and SFPUC Commissioners
x August – Notified neighbors via mail and Nextdoor regarding the Channel Force Main Intertie Project x September–Notifications to neighbors via Nextdoor regarding large equipment around the Southeast Treatment Plant
x Initiated construction outreach for first phase of Folsom Area Stormwater Improvement Project and began direct engagement with businesses near future phases of work 8 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23)
3. PROGRAM COST SUMMARY
Table 3 provides an overall program-level cost summary of Sewer System Improvement (SSIP) projects grouped by Facilities. It shows the Expenditures to Date, Current Approved Budget, Q1/FY23- 24 Forecast Costs, Cost Variance between the Current Approved and Forecast Cost, and Variance Over Reporting Period. As shown in the Overall Program Total, the Current Approved Budget and the Current Forecast Cost is the same for SSIP.
Table 3. Program-Level Cost Summary of SSIP
Subprograms Expenditure To
Date
Current
Approved
Budget
Current
Forecast Cost
Cost
Variance
Variance Over
Reporting Period*
($ Million) ($ Million) ($ Million) ($ Million) ($ Million) (A) (B) (C) (D = B - C) (E)
Treatment Facilities $2,053.8 $4,258.6 $4,258.6 $0.0 $0.0 Biosolids Digester Facilities Project $1,070.1 $2,372.6 $2,372.6 $0.0 $0.0 SSIP Phase 1 $1,070.1 $2,372.6 $2,372.6 $0.0 $0.0
New Headworks (Grit) Replacement $550.0 $689.0 $689.0 $0.0 $0.0 SSIP Phase 1 $550.0 $689.0 $689.0 $0.0 $0.0
Southeast Plant (SEP) Improvements $261.5 $594.4 $594.4 $0.0 $0.0 SSIP Phase 1 $254.1 $327.4 $327.4 $0.0 $0.0
Other SSIP $7.4 $267.0 $267.0 $0.0 $0.0
Oceanside Plant (OSP) Improvements $118.3 $438.3 $438.3 $0.0 $0.0 SSIP Phase 1 $110.3 $166.0 $166.0 $0.0 $0.0
Other SSIP $8.1 $272.4 $272.4 $0.0 $0.0
North Point Facility (NPF) Improvements $53.9 $164.3 $164.3 $0.0 $0.0 SSIP Phase 1 $51.9 $73.2 $73.2 $0.0 $0.0
Other SSIP $2.0 $91.1 $91.1 $0.0 $0.0
Collection System $277.0 $603.5 $603.5 $0.0 0.0
Interceptors / Tunnels and Odor Control $67.8 $174.1 $174.1 $0.0 $0.0 SSIP Phase 1 $33.6 $59.6 $59.6 $0.0 $0.0
Other SSIP $34.2 $114.6 $114.6 $0.0 $0.0
Interdepartmental Projects $63.3 $116.2 $116.2 $0.0 $0.0 SSIP Phase 1 $63.3 $95.0 $95.0 $0.0 $0.0
Other SSIP $21.2 $21.2 $0.0 $0.0
*Negative number reflects cost increases since last quarter, and positive number reflects cost reduction since last quarter. 9 $0.0
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23) Table 3. Program-Level Cost Summary of SSIP (continued) Subprograms Expenditure To
Date
Current
Approved
Budget
Current
Forecast Cost
Cost
Variance
Variance Over
Reporting Period*
($ Million) ($ Million) ($ Million) ($ Million) ($ Million) (A) (B) (C) (D = B - C) (E)
Pump Stations and Forcemain Improvements $87.1 $196.4 $196.4 $0.0 $0.0 SSIP Phase 1 $81.0 $81.9 $81.9 $0.0 $0.0
Other SSIP $6.1 $114.5 $114.5 $0.0 $0.0
Combined Sewer Discharge (CSD) and
Transport/Storage Structures $22.2 $80.1 $80.1 $0.0 $0.0 SSIP Phase 1 $19.7 $20.3 $20.3 $0.0 $0.0
Other SSIP $2.4 $59.8 $59.8 $0.0 $0.0
Central Bayside System Improvement (CBSIP) $36.7 $36.7 $36.7 $0.0 $0.0 SSIP Phase 1 $36.7 $36.7 $36.7 $0.0 $0.0
Stormwater Management $109.9 $244.0 $244.0 $0.0 $0.0
Early Implementation Projects $45.9 $69.5 $69.5 $0.0 $0.0 SSIP Phase 1 $45.9 $69.5 $69.5 $0.0 $0.0
Watershed Stormwater Management $39.9 $124.1 $124.1 $0.0 $0.0 SSIP Phase 1 $33.3 $53.1 $53.1 $0.0 $0.0
Other SSIP $6.6 $71.0 $71.0 $0.0 $0.0
Advanced Rainfall and Operation Decision
System $6.7 $9.2 $9.2 $0.0 $0.0
SSIP Phase 1 $6.7 $9.2 $9.2 $0.0 $0.0
Urban Watershed Assessment $17.4 $17.4 $17.4 $0.0 $0.0
SSIP Phase 1 $17.4 $17.4 $17.4 $0.0 $0.0
Watershed Stormwater Management and
Customer Service Billing System $0.0 $23.9 $23.9 $0.0 $0.0 Other SSIP $0.0 $23.9 $23.9 $0.0 $0.0
Flood Resilience Projects $41.6 $656.4 $656.4 $0.0 $0.0 Flood Resilience Projects $41.6 $656.4 $656.4 $0.0 $0.0 SSIP Phase 1 $31.3 $50.2 $50.2 $0.0 $0.0
Other SSIP $10.3 $606.2 $606.2 $0.0 $0.0
Land Reuse $85.6 $85.1 $85.6 ($0.5) $0.0
Land Reuse $85.6 $85.1 $85.6 ($0.5) $0.0
SSIP Phase 1 $85.6 $85.1 $85.6 ($0.5) $0.0
Program Management $161.5 $340.0 $339.5 $0.5 $0.0
Phase 1 Program Management $161.5 $195.0 $194.5 $0.5 $0.0 SSIP Phase 1 $161.5 $195.0 $194.5 $0.5 $0.0
Other SSIP $0.0 $145.0 $145.0 $0.0 $0.0
*Negative number reflects cost increases since last quarter, and positive number reflects cost reduction since last quarter. 10 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23) Subprograms Expenditure To
Date
Current
Approved
Budget
Current
Forecast Cost
Cost
Variance
Variance Over
Reporting Period*
($ Million) ($ Million) ($ Million) ($ Million) ($ Million) (A) (B) (C) (D = B - C) (E)
Overall Program Total $2,729.4 $6,187.6 $6,187.6 $0.0 $0.0 SSIP Phase 1 Subtotal $2,652.3 $4,401.1 $4,401.1 $0.0 $0.0 Other SSIP Subtotal $77.1 $1,786.5 $1,786.5 $0.0 $0.0
*Negative number reflects cost increases since last quarter, and positive number reflects cost reduction since last quarter. 11 7KLVSDJHLVLQWHQWLRQDOO\OHIWEODQN
12 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23) The latest approved program schedules for the SSIP Phase 1 and Other SSIP are based on the 2023 revision approved by the Commission on February 14, 2023. Table 4 depicts the current approved schedules and this quarter’s forecast completion schedules for SSIP Phase 1 and Other SSIP Projects. SSIP Phase 1 and Other SSIP Projects are on schedule.
Table 4. Current Approved vs. Current Forecast Schedule Dates
SUBPROGRAM
Current
Approved
Project Start
Actual Start
Current
Approved
Completion
Current Forecast
Completion
Schedule Variance
(Months)
SSIP Phase 1 07/01/11 07/01/11 A* 04/02/36 04/02/36 -
Other SSIP 03/03/18 03/03/18 A* 06/30/37 06/30/37 -
Overall SSIP 07/01/11 07/01/11 A* 06/30/37 06/30/37 -
* “A” represents the actual date
5. BUDGET AND SCHEDULE TREND SUMMARY
This Table 5 contains all approved SSIP projects that are active and in any of the planning, design, bid and award, or construction phases of the project. The table excludes all Program Management projects, as well as any projects that are either Not-Initiated, On-Hold, in Closeout or Completed.
During this Quarter (Q1 FY23-24), the following major milestoneV were achieved:
1. 35% Design complete for Maintenance Building (SEP 940) Interim Improvement.
2. 35% Design complete for Brannan (019) CSD Discharge and Baffle Rehabilitation.
3. 65% Design complete for Yosemite Green Infrastructure.
4. 65% Design complete for Lower Alemany Area Stormwater Improvements.
5. 65% Design complete for Sunnydale PS Safety Improvements.
6. 65% Design complete for Geary Underpas
s PS Safe Access Enhancements.
7. 65% Design complete for CSD Structure Rehab & Upgrades - Part 1.
8. 95% Design complete for Geary BRT Sewer Improvements Phase 2.
9. 95% Design complete for Seacliff No. 1 PS & FM Upgrade.
10. Draft 95% Design complete for Primary Treatment (SEP 040/041) H&S Improvements. 13 Figure 4 depicts the Current Approved Schedule completion date and the Current Forecast Schedule completion date for the SSIP.
Figure 4 SSIP Schedule Summary
4. PROGRAM SCHEDULE SUMMARY
Table 5. Budget and Schedule Trend Summary
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2 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23)
7. PROJECT STATUS REPORT
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This project includes multiple components: (A) Security Enhancements, and (B) Fiber Optic, Phone, and Paging System.
Project Security Enhancements include improvements at the Southeast
Water Pollution Control Plant (SEP), Islais Creek
Booster Station (SEP 550) & Bruce Flynn Pump Station (BFS).
During this reporting period, the project team prepared a technical memorandum summarizing recommendations based
on the in-depth security assessment performed at SEP.
Additionally, the project team continued to develop the Final Alternatives Analysis Report - Conceptual Engineering Reports (AAR-CERs) for the other project components. The project team continues
to coordinate with WWE, SFPUC Information
Technology Services (ITS), SFPUC Security, and other
stakeholders regarding security enhancements, as well as configuration of security fiber optic connectivity and servers needed for video recording,
management, and analytics.
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10037330 - Primary Treatment (SEP 040/041) H&S Improvements Project Description: 7KLVSURMHFWZLOODGGUHVVLQDGHTXDWHYHQWLODWLRQLVVXHVDQGKHDOWKDQGVDIHW\FRQFHUQVDW6RXWKHDVW 3ODQWEXLOGLQJV([WHQVLYHFUDFNVDQGH[SRVHGUXVWHGUHEDUKDYHEHHQREVHUYHGDORQJWKHEXLOGLQJ
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Interior of Bldg. SEP 940
3 During this reporting period, the project team issued the design criteria report and 35% design package. The project team held a review workshop with all stakeholders and addressed all comments received. The project team coordinated with WWE regarding accommodations for displaced staff during
construction. Also, the project team coordinated with the Environmental Management Group for CEQA clearance.
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10039505 - New Trades & Maintenance Buildings
Project Description: 7KHSURMHFWLQYROYHVWKHIROORZLQJFRPSRQHQWV,QWHULP)DFLOLWLHV5HPRYDORI6(3UHTXLUHV
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3 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10039811 - SEP Condition Improvement Projects - Part 1
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3 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10029736 - Westside Pump Station Reliability Improvements Project Description: 7KHSURMHFWFRQVLVWVRIVFUHHQLQJVLPSURYHPHQWVLQFOXGLQJUHSODFHPHQWRIH[LVWLQJEDUVFUHHQVDQG DGGLWLRQRIVFUHHQLQJZDVKLQJDQGFRPSDFWLRQV\VWHPV7KHSURMHFWDOVRLQFOXGHVUHSODFHPHQWRIH[LVWLQJZHWZHDWKHU SXPSVWRSURYLGHSXPSUHGXQGDQF\7KHFRQVWUXFWLRQZRXOGWDNHSODFHZLWKLQWKHH[LVWLQJVWUXFWXUHDQGLQFOXGHVIRXUQHZ
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3 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10029737 - OSP Digester Gas Utilization Upgrade
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Issues and Challenges:
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3 To meet requirements of PG&E Interconnection Agreement, PG&E has required the project install a PMH-3 switch
assembly. The procurement of the PMH-3 switch assembly will result in a construction schedule delay. The SFPUC continues to coordinate closely with PG&E and the Contractor on project compliance items and associated project schedule impacts.
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10037733 - Solids Thickening (OSP 011) Process Upgrade
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Proposed 1ew Rotary Drum Thickener (RDT) and
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3 During this reporting period, the project team completed the Technical Steering Committee presentation. The project team continues to finalize planning phase project deliverables and the design phase kick-off is slated for October 2023.
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10037734 - OSP Plant-wide Ventilation (HVAC) Upgrades
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Existing Exhaust Fan Assembly Identified for Replacement at Building 011 Exhaust Fan Room.
3 During this reporting period, the project team addressed draft Conceptual Engineering Report (CER) comments and
prepared the Technical Steering Committee presentation. The project team continues to finalize planning phase project deliverables and kick-off design phase.
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10036398 - OSP Condition Improvement Projects - Part 2
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The project includes multiple construction contracts: (A) OSP 620 Digestion H&S, Mech Improvements, OSP 800 Mech
Improvements: During the reporting period, the project team addressed draft Conceptual Engineering Report (CER)
comments and completed the Technical Steering Committee presentation. (B) OSP 011 Polymer & Ferric Chloride
Replacement: Subscope not initiated. (C) OSP 042 Primary Clarifiers Structural and Mechanical Improvements: Subscope not initiated. (D) OSP 200 Aeration Tanks Structural and Mechanical Improvements: Subscope not initiated. (E) WW-648 OSP Building 042 Primary Clarifier Improvements: Construction activities continue, the Contractor continues to install W3 wate r
lines, spray nozzles, mechanical and electrical equipment rough- ins in Clarifier Tanks No. 1, No. 2 and No. 3. (F) WW-669 OSP Building 011 Grit Classifier & Preliminary Influent Slide Gate System Improvements: The Contractor installed new slide gates (G) JOC 53R3-15 OSP UPS Assembly Replacements:
Installation of the four (4) Uninterruptable Power Supply systems has been completed. Contractor is working on submitting final construction documents.
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10037735 - Admin Bldg (OSP 930) Health & Safety Improvements Project Description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rogram: 2FHDQVLGH3ODQW
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Existing Laboratory Fume-Hood Assembly Identified for
Replacement at Building 930 Laboratory.
4 During this reporting period, the project team addressed the draft Conceptual Engineering Report (CER) comments and prepared the Technical Steering Committee presentation. The project team continues to finalize planning phase project deliverables and kick-off design phase.
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10037777 - OSP & WSPS Security Enhancements
Project Description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rogram: 2FHDQVLGH3ODQW
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4 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10039193 - Gaseous Oxygen System (OSP 011) Upgrades
Project Description: 7KHDSSURSULDWHWHFKQRORJ\DQGDOWHUQDWLYHZRXOGEHH[SORUHGLQWKHSURMHFW
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I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10026822 - North Shore Pump Station Wet Weather Improvements Project Description: 7KHSXUSRVHRIWKLVSURMHFWLVWRSURYLGHUHGXQGDQWHIIOXHQWSXPSLQJFDSDFLW\DW1RUWK6KRUH3XPS 6WDWLRQ
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New Dry Weather Pump and Motor Assemblies
4 During this reporting period, contractor completed installation of two new dry weather pump & motor assemblies.
Associated mechanical, power and instrumentation wiring installation are ongoing. Contractor is also preparing
installation of motor control centers (MCC). Contractor completed demo and installation of dewatering & sump pump 8-inch manifold. Contractor completed configuring and testing MCC network switches to connect to Ovation DCS.
Contractor completed installation of actuators for the dry weather channel.
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10037325 - Admin Bldg (NPF 930) Evaluation & Interim H&S Improvements Project Description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rogram: 1RUWK3RLQW)DFLOLW\
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WWE Staff and Design Team Surveying Existing Obsolete
Electrical Equipment at NPF 930 Administration Building. 4 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10037904 - NPF & NSS Security Enhancements
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4 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10038353 - NPF DCS Upgrades (Construction)
Project Description: 7KLVSURMHFWZLOOUHSODFHWKHDJLQJFRQWUROV\VWHPLQIUDVWUXFWXUHDWWKH1RUWKSRLQW:HW:HDWKHU 7UHDWPHQW)DFLOLW\
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I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10002776 - Taraval Sewer Improvements
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I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10037303 - Sunnydale PS Safety Improvements
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Progress and Status:
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Corrosion Pitting at Manifold Piping
5 Project has completed 65% design and is progressing towards the 95%
design milestone. During this quarter, project
team has reviewed and approved the draft service
agreement from PG&E that is required to facilitate bringing power to the pump station. The project team continues to work on incorporating the additional design of waterproofing the pump station. Project team continues to evaluate the impact of scope addition as well as anticipated duration needed
to coordinate with PG&E on supplying power to the
pump station on the overall budget and schedule.
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10038469 - Pump Station Security Upgrades (Cesar Chavez, GFS,CHS, MMS) Project Description: 7KLVSURMHFWLQYROYHVVHFXULW\XSJUDGHVDWIRXUSXPSVWDWLRQV&HVDU&KDYH]3XPS6WDWLRQ &&6
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Channel Pump Station
5 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10038446 - Geary Underpass PS Safe Access Enhancements
Project Description: 7KLVSURMHFW
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Water Connection Field Testing.
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5 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10037245 - Brannan St CSD Discharge & Baffle Rehabilitation Project Description: 7KH%UDQQDQ6W&RPELQHG6HZHU'LVFKDUJH %UDQQDQ&6'
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Approval
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Issues and Challenges:
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Brannan CSD Existing Damaged Butterfly Discharge Valve
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10037244 - Baker St CSD Baffle Improvements & Backflow Valve Repair Project Description: %DNHU&6'
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Repaired Frame and Backflow Prevention Valves
6 Construction was completed this quarter. The contractor is working on as-built plans. Substantial and Final completions are expected to be achieved in the upcoming quarter.
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10038468 - System-wide Monitoring Equipment Assessment
Project Description: 7KHSURMHFWLQYROYHVDV\VWHPZLGHDVVHVVPHQWRIDOORI::( VFROOHFWLRQV\VWHPPRQLWRULQJ
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Existing Field Instrumentation Equipment Installed In a Sewer Manhole
6 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10038547 - CSD Structure Rehab & Upgrades - Part 1
Project Description: 7KLVSURMHFWHQFRPSDVVHVLPSURYHPHQWVDW&6'VWUXFWXUHVLQUHVSRQVHWRVWUXFWXUDOGHWHULRUDWLRQ 'HWDLOHGFRQGLWLRQLQVSHFWLRQDQGRUDVVHVVPHQWZRXOGUHYHDOWKHDFWXDOLPSURYHPHQWVUHTXLUHG,QJHQHUDOWKHVFRSHRI WKLVSURMHFWLVVWUXFWXUDOUHKDELOLWDWLRQRIWKHIROORZLQJ&6'6WUXFWXUHV&6'/DNH0HUFHG&6'/DJXQD&6' +RZDUG&6'7KLUG6WUHHW&6')RXUWK6WUHHW1RUWK&6' 6L[WK6WHHW6RXWK&6')RXUWK6WUHHW6RXWK &6'0DULSRVDDQG&6'(YDQV
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Damaged Rip-Rap Under and Around Laguna CSD
6 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10026810 - Yosemite Green Infrastructure
Project Description: 7KHXSSHUUHDFKRIWKH<RVHPLWH&UHHN'D\OLJKWLQJSURMHFWZRXOGGD\OLJKWWKHFUHHNDORQJDSRUWLRQ RIWKHKLVWRULFFUHHNSDWKIURP<RVHPLWH0DUVKLQ0F/DUHQ3DUNWR:RROVH\DQG+DPLOWRQ6WUHHWV7KLVSURMHFWGLYHUWV
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Sectional View at Yosemite Station
6 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10026816 - Wawona Area Stormwater Improvement Project
Project Description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Paving of Wawona St. %etween 14th Ave. and Vicente St.
6 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10029726 - Watershed Stormwater Management (Planning Only) Project Description: 7KLVSURMHFWZLOODGGUHVVORQJWHUP*UHHQ,QIUDVWUXFWXUH *,
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GI Opportunity Identified Along Oakdale Avenue
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6 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10034553 - Green Infrastructure Grant Program (GIGP)
Project Description: 7KH*UHHQ,QIUDVWUXFWXUH
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IHDVLEOHVWRUPZDWHUPDQDJHPHQWSURMHFW
Issues and Challenges:
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Construction of Subsurface Infiltration Gallery at St. Emydius Church and School
1$ 1$ 1$ 1$
6 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10039608 - Buchanan Street Mall
Project Description: 7KH%XFKDQDQ6WUHHW0DOO1HLJKERUKRRG*,3URMHFWLVORFDWHGLQWKH:HVWHUQ$GGLWLRQ1HLJKERUKRRG DQGLQFOXGHVWZRPDMRUFRPSRQHQWV7KH%XFKDQDQ6WUHHW0DOO&RUH3URMHFWWKHVHFRPSRQHQWVDUHFHQWHUHGRQWKH %XFKDQDQ6WUHHW0DOOOHGPDLQO\E\53'7KLVFRUHSURMHFWPDQDJHVUXQRIIIURPWKHPDOODQGVRPHDGMDFHQWVWUHHWVWKDW IORZWRWKHPDOO7KH1HLJKERUKRRG3URMHFWV±DGGLWLRQDOQHLJKERUKRRGVFDOHFRPSRQHQWVWKDWLQFOXGHDGMDFHQWVWUHHWVDQG SDUFHOVOHGE\6)38&,QDGGLWLRQWRWKHVWRUPZDWHUSHUIRUPDQFHPHWULFVWKHSURMHFWSURGXFHVDGGLWLRQDOEHQHILWV 0DQDJHXSWRDFUHVRI'0$,QWHJUDWHPXOWLSXUSRVH*,LQWKH%XFKDQDQ6WUHHW0DOO0D[LPL]HVWRUPZDWHUSHUIRUPDQFH WKURXJKPDQDJHPHQWRIDGMDFHQWSDUFHOVDQGVWUHHWUXQRII([SORUHDQHZGHVLJQDSSURDFKIRUVWUHHW*,WKDWFRPELQHV LPSHUYLRXVUHPRYDODQGELRUHWHQWLRQ'HOLYHUQHLJKERUKRRGVFDOHSODFHPDNLQJFREHQHILWVLQRQHRI6DQ)UDQFLVFR V
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Issues and Challenges:
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Proposed conditions at Buchanan Street Mall
6 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10029730 - Operational Decision System Phase 2
Project Description: 7KLVSURMHFWZRXOGLQWHJUDWHDYDLODEOHGDWDLQWKHFROOHFWLRQV \VWHP
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One of the Operational Decision System screens
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6 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10034360 - Lower Alemany Area Stormwater Improvement Project Project Description: 7KHSULPDU\REMHFWLYHRIWKH/RZHU$OHPDQ\$UHD6WRUPZDWHU,PSURYHPHQW3URMHFWLVWRDGGUHVVWKH 6HZHU6\VWHP,PSURYHPHQW3URJUDP
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$SSURYHG
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Key Milestones Environmental
Approval
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Progress and Status:
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Issues and Challenges:
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Flooding at the I-280/Hwy 101 Interchange at Lower
Alemany Area During the Rainfall of January 2023
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10026818 - Folsom Area Stormwater Improvement Project
Project Description: 7KH)ROVRP$UHD6WRUPZDWHU,PSURYHPHQW3URMHFW )$6,3
ZLOOSURYLGHVWRUPZDWHUFRQYH\DQFH
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Progress and Status:
Issues and Challenges:
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The 3roposed Tunnel Boring Machine (TBM) 5etrieval 6haft at Berry Street
1$ 1$ 1$
7 Project includes Planning, Environmental, Right of Way and Design
Phases Only. Phase 2 of the Folsom Project (10038471)
includes bid and award through construction. The project is being implemented through (4) contracts: WW-719 A Initial Upstream Pipe:
The design of this contract was completed on 11/17/22.
WW-719 B Alameda Tunnel Construction Contract: During this quarter the project team; completed the 65% Design for Division Sewer Box package, completed the Final Strategy Report to Caltrans for the pile modification work, and received counter- offers from two of the three property owners for the Alameda Tunnel easements. WW-719 C Harrison and Treat Sewer Box:
During this quarter the project team nearly completed the 65% design for this contract. WW-719 D Large Upstream Pipe: During this quarter the project team started the 65% design for this contract. The Folsom project requires extensive staging on private property and permanent improvements through private property in order to be implemented. The budget for right-of-way acquisition decreased, due to lower than expected appraisals for private easement purchases and leases with Caltrans, this lowered the overall project budget.
I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10038471 - Folsom Area Stormwater Imp. Project Phase 2
Project Description: 7KH)ROVRP$UHD6WRUPZDWHU,PSURYHPHQW3URMHFW )$6,3
ZLOOSURYLGHVWRUPZDWHUFRQYH\DQFH
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Issues and Challenges:
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Flooding on Folsom Street %etween 16th and 17th Street
'uring the rainfall of January 2023.
1$
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7 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10039682 - Flood Resiliency Planning
Project Description: 7KLVSURMHFWLQFOXGHVIXQGVIRUSUHSODQQLQJWKHGHYHORSPHQWRILGHQWLILHGDQGSRWHQWLDOQHZIORRG UHVLOLHQFH SURJUDPPDWLF VWUDWHJLHV LQFOXGLQJ )ORRG 5HVLOLHQFH 3URJUDPPDWLF 6WUDWHJLHV ± WHFKQLFDO ZRUN WR VXSSRUW SURJUDPPDWLFIORRGUHVLOLHQFHVWUDWHJLHV7KLVZRUNLQFOXGHVPDSSLQJDQGPRGHOLQJ)ORRGZDWHU*UDQW3URJUDP8SGDWH 'HYHORSPHQW±WHFKQLFDOVXSSRUWWRLQIRUPSURJUDPVWUXFWXUHXSGDWHVGHYHORSPHQWRIPDWHULDOVDQGRWKHUSURJUDP GHYHORSPHQWHIIRUWVQHHGHGWRVXSSRUWWKHLQFUHDVHGDOORFDWLRQIRUWKH)ORRGZDWHU*UDQW3URJUDP
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7 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23)
8. On-Going Construction*
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Schedule Budget Variance
(Approved - Forecast) Percent
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7 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) Construction
Schedule Budget Variance
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7 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23)
9. PROJECTS IN CLOSEOUT
Project Title
Current
Approved
Construction
Phase
Completion
Actual
Construction
Phase
Completion
Current
Approved
Construction
Phase Budget
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Phase
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Sewer System Improvement Program Phase 1
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7 I. SSIP Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23)
10. COMPLETED PROJECTS
Project Title
2016
Baseline
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2023
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Project
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Current
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Project
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80 - 2 - I. SSIP Quarterly Report
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I. SSIP Quarterly Report
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II. WWE F&I Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23)
1. PROGRAM DESCRIPTION
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2 II. WWE F&I Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23)
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Program Expenditure To
Date
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Budget
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Cost Cost Variance Variance Over
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3 II. WWE F&I Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23)
4. PROGRAM SCHEDULE SUMMARY
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4 Table 5. Budget and Schedule Trend Summary
All Costs are shown in million.
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1. This represents Forecast project cost and project completion date at the time of award of construction contract, award of CM/GC scope, award of DB scope.
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3. This represents the award of the overall design-build contract DB-132 which includes Preconstruction & Construction phases / The project Initiation Forecast Cost was based on funding availability.
TBD TBD TBD Q1 - FY23-24
10040511 Interim Sidestream Nutrient Removal
FY24-33 09/01/23 02/29/24
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Q1 - FY23-2410015557 Southeast Bay Outfall Islais Creek Crossing Replacement
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10015554 Ocean Beach Climate Change Adaptation
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4/19/2032
07/23/12
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10015546 New Treasure Island Wastewater
Treatment Plant
FY24-33 06/18/18 04/02/19
WWE - Facilities and Infrastructure (F&I)
10033820 Southeast Outfall Condition Assessment &
Rehabilitation
FY24-33 07/01/19
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Project Name
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5 II. WWE F&I Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23)
6. PROJECT PERFORMANCE SUMMARY* $OOFRVWVDUHVKRZQLQV
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6 II. WWE F&I Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23)
7. PROJECT STATUS REPORT
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8 II. WWE F&I Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10015554 - Ocean Beach Climate Change Adaptation Project Project Description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9 II. WWE F&I Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 10015557 - Southeast Bay Outfall Islais Creek Crossing Replacement Project Description: 7KH3URMHFW6FRSHLQFOXGHVRQO\FRQGLWLRQDVVHVVPHQWWRGRFXPHQWGHILFLHQFLHVIRUWKHSRUWLRQRI WKH6RXWKHDVW2XWIDOO
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11 II. WWE F&I Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) II. WWE F&I Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23)
8. On-Going Construction*
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12 II. WWE F&I Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23)
9. PROJECTS IN CLOSEOUT
Project Title
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14 III. Renewal and Replacement Program
This page is intentionally left blank
III. WWE R&R Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23)
1. PROGRAM DESCRIPTION
The Wastewater Enterprise (WWE) Renewal and Replacement Program (R&R) is an on-going annual program that seeks to address deficiencies in two wastewater infrastructure categories: R&R Collection System and R&R Treatment Facilities. The goal of the R&R Program is to meet the endorsed levels of service goals, regulatory permit compliance, system reliability and functionality, and sustainable operations of the City’s sewer system. The R&R Program also complies with the State requirement that a provision be made for the periodic repair and replacement of sewer system facilities.
In general, the R&R Program’s projects and priorities are led by WWE. The R&R Collection System projects are prioritized based on WWE’s asset management approach, which factors in the physical condition of the sewer, age, location, risk, public safety, San Francisco Public Work’s street paving schedule, and various other factors.
The R&R Treatment Facilities projects are prioritized based upon regulatory compliance, condition assessments, Operation staff recommendations, and Level of Service goals. These projects seek to extend the useful life of wastewater collection systems and treatment facility assets throughout San Francisco by helping to maintain their collection, conveyance, storage and treatment capacities and performance.
More importantly, this Program provides ongoing support and asset improvements to augment the ongoing operation & maintenance work performed by WWE staffs on the wastewater systems, and helps maintain compliance with various regulatory bodies, including the Regional Water Quality Control Board (RWQCB) for the National Pollutant Discharge Elimination System (NPDES) permits and Bay Area Air Quality Management District (BAAQMD) requirements.
2. PROGRAM STATUS
This Quarterly Report presents the progress made on the Renewal and Replacement Program (R&R) projects between July 1, 2023 and September 30, 2023.
The approved project budget and schedule were developed and approved by the appropriate Wastewater Enterprise Manager on September 30, 2023. This is based on the project team’s best assessment of the projects at this time. However, it should be noted that the project team is currently focused on validating these estimates.
Figures 2.1 and 2.2 depict the total number of active projects remaining in each phase of the R&R Collection systems and R&R Treatment Facilities programs as of September 30, 2023.
Figure 2.1 R&R Collection Systems –
Small Diameter &RQWUDFWV by Phase
1 III. WWE R&R Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23) The Wastewater R&R Collection System Sewer Replacement Program has an annual budget of $48.1 million in FY24 to award a target of 11.3 miles of sewer replacement work in San Francisco.
Figure 2.3 depicts the target and actual award miles of sewer improvement projects that have been awarded to date and are forecasted to be awarded. The Wastewater R&R Collection System Small Diameter Sewer Replacement Program has awarded approximately 0.8 miles of sewer replacement work in FY24.
Figure 2.3 R&R Treatment Facilities &RQWUDFWV by Phase
Figure 2.2 R&R Collection Systems – Large Diameter &RQWUDFWV by Phase 2 III. WWE R&R Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23)
Figure 2.4 shows the annual total program expenditure by fiscal year for the R&R Collection System Small Diameter Sewer Replacement program.
Figure 2.3 Wastewater R&R Collection System – Small Diameter Sewer Improvements - Award Linear Miles by Fiscal Year
Figure 2.4 Wastewater R&R Collection System – Small Diameter Sewer Improvements - Program Expenditure by Fiscal Year
3 III. WWE R&R Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23)
3. PROGRAM COST SUMMARY
Table 3 provides an overall program-level cost summary of the R&R Program. It shows the Expenditures to Date; Current Approved Budget and Current Forecasted Cost; and the Cost Variance between the Approved Budget and Forecasted Cost.
The 2023 R&R has an approved budget of $1,286.88M. This is $84.85M greater than the 2022 R&R approved budget of $1,202.03M. The increase in the subprogram’s approved budget is attributed to the following factors:
x R&R Collection System – Large Diameter that has approved budget of $29.0M has been added to this quarter.
x 15722 - R&R Collection Systems – Small Diameter with an approved budget of $986.7M during Q1 FY22-23 increased to $1,036.3M this quarter.
x 15724 R&R Treatment Facilities with an approved budget of $215.3M during Q1 FY22-23 increased to $221.6M this quarter.
Table 3. Program Cost Summary
* Formerly R & R Collection Systems
4. PROGRAM SCHEDULE SUMMARY
Figure 4 and Table 4 depict the Current Approved and Current Forecasted Schedules for the R&R program. The Approved Schedule and Forecast completion for the overall R&R program is March 2025.
Subprograms
Expenditures
to Date
($ Million)
(A)
Current
Approved
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($ Million)
(B)
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Forecasted
Cost
($ Million)
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Cost
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R&R Collection Systems – Small Diameter* $802.63 $1,036.30 $1,036.30 - R&R Collection Systems – Large Diameter $2.42 $29.02 $29.02 - R&R Treatment Facilities $154.18 $221.55 $221.55 -
Program Total $959.24 $1,286.88 $1,286.88 -
Figure 4. Program Schedule Summary
4 III. WWE R&R Quarterly Report Q1-FY2023-2024 (07/01/23 – 09/30/23) Table 4 Current Approved vs. Current Forecasted Schedule Dates Sub-Program
Current
Approved
Project
Start
Actual
Start
Current
Approved
Completion
Current
Forecasted
Completion
Schedule
Variance
(Months)
R&R Collection Systems – Small Diameter** 07/01/10 07/01/10 A* 03/31/25 03/31/25 - R&R Collection Systems – Large Diameter 07/01/2 07/01/2 A* 03/31/25 03/31/25 - R&R Treatment Facilities 07/01/10 07/01/10 A* 02/14/25 02/14/25 - Overall Program 07/01/10 07/01/10 A* 03/31/25 03/31/25 - * “A” represents the actual date
** Formerly R & R Collection Systems
5 III. WWE R&R Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23)
5. PROJECT PERFORMANCE SUMMARY* $OOFRVWVDUHVKRZQLQV
Project Name Active
Phase
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CIP
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Date
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Collection Systems
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III. WWE R&R Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23)
6. PROJECT STATUS REPORT
15722 - R&R Collection Systems6PDOO'LDPHWHU
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7 See Section 7 for the active construction contracts information. ++On-Going Construction Projects identified in Section 7. were all covered under exemption determinations. The summary below shows the total number of R&R Collection Systems- Small Diameter projects in each phase of the program as o f
September 30, 2023. The three-hundred fifteen (315) WWE Collection Systems-Small Diameter contracts are distributed as follows:
Planning: 3
Design: 30
Bid & Award: 8 Construction: 33
Closeout: 22
Completed: 219
During this Quarter, 3 new contracts were initiated, 3 contracts were advertised, 3 contracts were awarded/awaiting NTP, 3 contracts received NTP, 5 contracts completed construction and 4 contracts closed out.
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III. WWE R&R Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) R&R Collection Systems - Large Diameter
Project Description: 7KHSXUSRVHRIWKH:DVWHZDWHU(QWHUSULVH ::(
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8 See Section 7 for the active construction contracts information. ++On-Going Construction Projects identified in Section 7 were all covered under exemption determinations. The summary below shows the total number of R&R Collection Systems- Large Diameter contracts in each phase of the program as of September 30, 2023. The WWE Collection Systems-Large
Diameter projects are distributed as follows:
Planning: 0
Design: 1
Bid & Award: 1 Construction: 0
Closeout: 1
Completed: 0
During this Quarter, 1 contract is in design, 1 contract was advertised, and 1 contract is in closed out.
III. WWE R&R Quarterly Report Q1-FY2023-2024 (07/01/23 - 09/30/23) 15724 - R&R Treatment Facilities
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APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
APPENDIX A. PROJECT DESCRIPTION6
SSIP
Sewer System Improvement Program Phase 1
10002102 Central Bayside System Improvement Project (CBSIP) The Central Bayside System Improvements Project (CBSIP) will provide collection system enhancement to the Channel & Islais Creek urban watersheds, including needed redundancy for the existing 66-inch Channel Force Main, infrastructure improvements to sewers/pump stations, and stormwater management through elements of both green and grey infrastructure. Major components of the project consist of a tunnel to transport, via gravity, dry and wet-weather flows from the Channel and North Shore watersheds to the Southeast Water Pollution Control Plant (SEP), a large all-weather pump station to lift the flows into the SEP, improvements to Channel Pump Station, and green/gray infrastructure improvements within the watersheds.
10002138 North Shore to Channel F M Drainage Improvement North Shore Force Main (NSFM) provides critical conveyance of combined sewage and stormwater flows and before this project, the force main did not have any redundancy. Approximately 2,750 LF of the 8,000 LF of this force main were located in The Embarcadero Roadway and either constructed of steel pipe or ductile iron pipe (both are susceptible to corrosion). After emergency repairs in 2008, a project was initiated under the Wastewater Capital Improvement Program to construct a redundant force main (North Shore to Channel Force Main [NSCFM]), so the 2,750 LF of the existing NSFM may be taken out of service for a complete repairs.
10002192 SEP 521/522 and Disinfection Upgrades
This project includes upgrades to the Post-Chlorination Building as well as construction of a new building to house electrical and hydraulic controls, and replacement of valves and actuators in the Chlorine Contact Channel and stop logs at the Effluent Control Structure. The new building for electrical and hydraulic controls will be constructed to meet the Sewer System Improvement Program (SSIP) seismic reliability goals. In addition, this project will upgrade and relocate the non-potable (W3) pump system by replacing four existing W3 pumps and motors with six new higher flow capacity pumps. 10002220 SEP Primary Sludge Handling Improvements
The project’s scope of work includes a new building to house primary sludge screens, grit removal euipment, grit washing and clari³cation euipment, and ancillary euipment including pumpsR a new Gravity Belt Thickener (GBT), rehabilitation of the existing two GBT units; and replacement of existing odor control equipment and upgrades to existing exhaust fans. However, after design was completed, it was determined that this project is less critical than other long-term treatment improvements. Therefore, this project will complete the closeout of design and rehabilitation of critical components is to be deferred to the WWE R&R program for consideration.
10002284 SEP Power Feed and Primary Switchgear Upgrades The objective of the project is to increase reliability, redundancy and capacity of the electrical system at Southeast Plant (SEP) to meet Sewer System Improvement Program (SSIP) level-of-service (LOS) goals by upgrading the existing power feed by PG&E and obtaining a new feed by Power Enterprise. The project will construct an elevated building to house the new Primary Power Switch Station and substructures to provide adequate power for the existing electrical loads and new SSIP facilities, upgrade/replace aging existing substations, install power monitoring and protection system for additional reliability and ef³ciency, $1
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
as well as provide redundant services to the nearby pump stations. 10002299 Richmond Transport/Storage Tunnel Rehabilitation Under the Richmond Transport Modeling Project, recommendations for handling the reported issues within this system were developed. The purpose of this project is to execute the recommendations of the Modeling Project. The scope of this project includes the evaluation of rehabilitation methods for the Richmond/Transport Storage Tunnel to con³rm the previous ³ndings and recommendations included in the physical modeling performed by PMC and presented in October 2013 to resolve historical surge issues identi³ed. The model identi³ed the causes of geysering through vent holes and dislodged manhole covers in various areas, and included modi³cation recommendations including odor solutions that will be veri³ed during the Planning Phase of this project.
10002300 Baker/Laguna/Pierce CSD & Outfall
Project has been deferred to Phase 2.
10002303 Beach and Sansome Street CSD Rehabilitation
A program-wide assessment was performed of the combined sewer discharge (CSD) structures through the Collections System Reliability (CSR) programmatic effort. Inspections and analysis provided speci³c information about lack of or de³cient baffles to control floatables per the National Pollutant Discharge Elimination System (NPDES) permit. Scope of work for these CSDs are based on historical performance and Waste Water Enterprise (WWE) Operations video inspection records and include several items at both Beach Street and Sansome Street CSDs. Under this project, cleaning and speci³c condition assessment of the CSDs will be completed in order to further scope rehabilitation at the Beach Street CSD. Inspection of baffles and weirs will be performed, and necessary repairs or replacements will be made accordingly.
Corroded metal ceiling will also be repaired. Similar improvements will be carried out for the Sansome Street CSD. Concrete cracks and spalling, exposed rebar, and I-beam will be repaired along with replacement of butterfly valve seals.
10002344 CSD Backflow Prevention and Monitoring
Collection system assets that contribute to saltwater intrusion fall into two categories: conveyance and CSD structures. A component of this project involves developing and implementing a CSD and conveyance monitoring plan to gather data on the salinity in the whole collection network to be able to locate potential in³ltration sources in the collection system and then verify performance once improvements (implemented through SFPUC's R&R Program) have been completed. The scope also includes planning, design and installation backflow preventers at selected CSD outfalls. Backflow preventers will be installed in a phased and monitored approach, with the following priority CSD outfalls considered based on locations with the potential for highest inflow in the system for the same tide: 17 Jackson Street, 10 Pierce Street, 29 Mariposa Street, 13 Beach Street, 15 Sansome Street, 24 Fifth Street, 25 Sixth Street, 26 Division Street, 18 Howard Street, 31A Islais Creek North, 32 Marin Street, 33 Selby Street, and 41 Yosemite. The project scope will be fluid and subject to change based on monitoring results. 10002378 5th, North 6th and Division Street CSD Rehabilitation A program-wide assessment was performed of the CSD structures through the Collections System Reliability (CSR) programmatic effort. Based on video inspections by WWE Operations personnel, three CSD structures, CSD 24, 25, and 26 (5th, North 6th, and Division Street) were identi³ed as priority structures due to their age (built in 1947, 1934, and 1963, respectively), the importance of the CSD structure based on amount of discharge and sensitivity of the receiving water body, structural conditions, compliance with permit requirements, and other operational de³ciencies. These CSDs were combined into $2
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
one project due to proximity and hydraulic interconnectedness. Hydraulic modeling of the three CSDs will be performed as their functions are related. Scope of work for these CSDs are based on historical performance and WWE Operations video inspection records and include cleaning and speci³c condition assessment of the asset, including preliminary seismic evaluation, provide necessary ventilation and repair necessary concrete crack, spalling and exposed rebar. Additionally, the project will also aim to provide safe access, replace the flap gate at 5th St. CSD and North 6th St. CSD, refurbish flap gate at Division CSD, and repair the baffle at Division CSD.
10002417 Hudson Ave Pump Station and Outfall Improvements This project involves working with other City departments as necessary to request two affected property owners to install sewer laterals from their properties to the sewer main on Innes Avenue. The project also involves working with other City departments to determine the feasibility and possibility of implementing a loan program or other ³nancial assistance to the property owners for their construction of the lateral connection to the sewer main. After the affected properties have sewer lateral connections to the sewer main in place on Innes Avenue, the Hudson Avenue Pump Station and the 1-block of 8-inch easement sewer will be deactivated by plugging and capping the pipe with light weight concrete. Coordination with SFPW will be required on sidewalk encroachment issues related to one of the affected properties. External outreach will also be needed to implement the solution, in coordination with SFPUC Communications. The project assumes that the property owners will hire and pay for their own contractor to install necessary pumps or laterals to make a connection to the sewer on Innes Avenue. 10002419 Force Main Rehab at Embarcadero and Jackson Streets The purpose of this project is to rehabilitate or replace the portion of the existing North Shore Force Main (NSFM) that is most susceptible to failure. At the completion of this project, the entire portion of the NSFM located outside the Jackson Street Transport/Storage Box (JST) will have complete redundancy. NSFM provides critical conveyance of the combined sewage and stormwater flows from the northeastern quadrant of San Francisco to the Southeast Treatment Plant. Before 2015, this force main did not have any redundancy and can only be taken out of service for no more than 22-hours in order to meet the National Pollutant Discharge Elimination System (NPDES) permit requirements. In 2014, approximately 2,500-feet of the NSFM was rehabilitated, but approximately 240- feet could not be rehabilitated due to limited shutdown time. By 2016, a redundant force main was installed (the North Shore to Channel Force Main), and the combined sewage flows are now diverted to the NSCFM, allowing this project to proceed. This project consists of rehabilitating the remaining 240-feet of NSFM, which is most susceptible to failure, by installing a 28-inch outside diameter HDPE pipe into the existing 36-inch diameter steel force main. In addition, the project will include construction of a new valve-vault and associated mechanical and electrical equipment, refurbishment of mechanical and electrical equipment inside an existing valve vault, and installation of a new electrical pedestal and control units aboveground. Together, these mechanical and electrical equipment will allow Waste Water Enterprise Operations operational redundancy to either to direct combined sewage flows to the NSFM or to the NSCFM. A Memorandum of Understanding (MOU) and a Permit to Enter are established with SF Port and its tenant for the temporary staging area needed for the construction contract and an existing MOU is already in place for the permanent facilities that will be installed. California Environmental Quality Act (CEQA) approval (MND) has been approved by City Planning.
Extensive public outreach to the community will also be conducted, including stakeholders along SF Port's waterfront area.
10002465 Marin Street Sewer Replacement
Project completed and fully funded, no additional funding is being requested in FY22-23. The project will upsize the 24-inch diameter sewer (located between the intersection of 3rd Street and Marin Street and $3
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
the Marin Street Outfall Structure) and associated sewers to handle the additional dry-weather flows projected from the tributary area. The wet-weather conveyance associated with this sewer system would also be evaluated but any identi³ed scope for addressing wet-weather conveyance issues is not included in this project. Hydraulic studies of the watershed area will be performed to determine the hydraulic adequacy of the pipelines in the area based on expected flows from approved developments, as well as to con³rm the necessary pipe size. The existing 24-inch diameter sewer in the vicinity of Marin Street, between Indiana Street and Marin Street CSD (located under southbound Highway 280) will also be upsized. The existing 24-inch diameter sewer on Marin Street, between 3rd street and Indiana Streets, will be replaced with a larger diameter sewer.
10002485 Griffith Pump Station Improvements
The aging mechanical and electrical systems at Grif³th Pump Station is refurbished and its expected service life is extended. The facility is modernized, which would reduce energy use and future maintenance requirements. The scope of the project includes replacing the dry weather pumps and rebuilding the wet weather pump, installing new sump pumps to maintain the existing capacity of 11.5 MGD and 120 MGD, new bar screens, two new bridge cranes in the manifold room and main pump area, and a new tamper- proof roof access ladder. The bar rack room crane is replaced with a new monorail system. Structural modi³cations was performed in support of mechanical systems installations. The project involved construction of two canopy systems to protect outdoor equipment, including chemical tanks, metering pumps, ultraviolet light, and associated deteriorating elements. 10002554 Richmond Transport Modeling
Historically, geysering and blown manholes have been observed in the Richmond Transport/Storage Tunnel and upstream sewer system during large storms. Various hydraulic models were performed using InfoWorks and some physical improvements to the system have been made over the last 15 years. The hydraulic modeling performed could not account for air pockets or potential bores in the system; therefore, WWE and DPW/Hydraulics agreed that consultant support was needed to provide numeric modeling that can stimulate the known situation and provide recommendations for capital improvements to address the system issues. This project included the review of two separate models: the InfoWorks Integrated Catchment Model of the San Francisco collection system, and a Transient Analysis Program model of the Richmond Transport/Storage Tunnel and associated sewers and amenities. Recommendations for improving the system and addressing the identi³ed issues were developed in a technical memorandum.
Since the completion of the TM, a new project was initiated to evaluate and determine which recommendations from the TM would be implemented through construction. 10002641 Collection System Condition Assessment
There are over 80-miles of major sewers that have been in service for over 100-years. Using Collection System Asset Management Program (CSAMP) data, major sewers were prioritized by expanding the existing consequence of failure scores. Using this method, approximately 13-miles of the 80-miles major sewers that were considered to be the most critical with an average age of 127-years. The project completed the condition assessment of approximately 10-miles of these critical large-diameter sewers.
The project included condition assessment of large-diameter sewers at various locations throughout San Francisco and ful³ll the Needs Assessment effort in the Planning Phase. Upon completion of the condition assessment, the means and methods of rehabilitation or replacement will be used to initiate sewer improvement projects in SSIP Sewer Improvement Projects. 10002652 Kansas and Marin Streets Sewer Improvements
The purpose of the Kansas and Marin Streets Sewer Improvements Project is to increase the wet weather $4
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
flow conveyance for a minor drainage basin within the Islais Creek Watershed Basin to meet the Level of Service (LOS) storm. The project consists of a 900 linear foot, 8' inside diameter tunnel connecting two existing sewer boxes through the Public Works Corporation Yard at Cesar Chavez Avenue. The project also includes relocation assistance associated with temporary displacements of existing lease-holders who occupy SFPUC's property above the C-Box Transport Storage Structure (Lot 031), as this space will be needed for construction staging. Two new reinforced concrete junction structures will also be constructed to connect with the existing sewers, along with surface restoration work associated with construction and installation of the above assets.
10002664 Van Ness BRT Sewer Improvements
The Van Ness Bus Rapid Transit (BRT) Project is led by SFMTA in conjunction with the Van Ness BRT Sewer Improvements Project, which is part of the SFPUC's SSIP Phase 1 Program. SFPUC will replace and relocate existing sewer utilities within Van Ness Avenue, between Lombard Street and Mission Street, from the center of the street to outside of the BRT right-of-way. This will allow for future sewer service maintenance and repair/replacement without impacting SFMTA's BRT operations. The scope of the project includes constructing approximately 20,000 linear feet (LF) of 12-inch to 54-inch diameter Vitri³ed Clay Pipe (VCP), Reinforced Concrete Pipe (RCP) or High Density Polyethylene) HDPE (in steel casing) sewer mains and associated manholes, catch basins and culverts; and retro³tting and connecting existing sewer laterals and catch basins to the aforementioned new sewer mains. Closed-circuit television (CCTV) technology will be used to inspect the newly constructed sewer mains, sewer laterals and culverts.
Abandoned sewers (approximately 1,800 LF) will be plugged-and-³lled. Sewer construction was completed in early 2021.
10002667 Better Market Street Sewer Improvements
San Francisco Public Works Department's vision for a Better Market Street (BMS) is a comprehensive program to reconstruct the City's premier boulevard and the region's most important transit corridor from Octavia Boulevard to The Embarcadero. The program is a series of interdependent projects (BMS Core Capacity Improvements, BMS Streetscape Enhancements, and BMS State of Good Repair) that will advance several key City policies: Transit First, Complete Streets, the SF Pedestrian Strategy/Walk First and the SF Bicycle Plan. The BMS State of Good Repair Project (a.k.a. BMS Sewer Improvements) will be completed under SSIP to replace aging sewer infrastructure beneath Market Street, especially the brick sewers that are over 100 years old. The requesting funding is for project cost of the Phase 1A contract from 5th Street to 8th Street, and for design budget of the entire corridor. SFPW/SFMTA had decided to proceed on the ³rst contract without any SFPUC scope. SFPUC's utility scope will be deferred until the 2nd contract. 10002670 Geary BRT Sewer Improvements Phase 1
SFMTA's Geary BRT Project will improve the 38-Geary bus services, accessibilities, and pedestrian safety.
The project includes collaboration from SFPUC, SFPW, and San Francisco County Transportation Authority (SFCTA). Phase 1 of the SFMTA Geary BRT Project is comprised mostly of transit and pedestrian bulbs. The addition of concrete and/or curb alignment change may trigger the needs to relocate existing catch basins, side sewers vents, and manholes. SFPW and SFPUC have determined the condition of water and sewer utilities along the Geary Corridor. Approximately 2.5 miles of aging sewers (6-inch to 18-inch diameter circular sewers and 3-foot by 5-foot egg-shaped brick sewers) along the Geary corridor and nearby cross streets will be rehabilitated or replaced. The purpose of the Geary Blvd Sewer and Water Improvements Project is to coordinate with the Geary BRT Project in relocating/replacing main sewers and water mains outside of the transit lanes along the Geary Corridor from Van Ness Avenue to Stanyan Street. 10002672 Central Subway Sewer Improvements
$5
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
This project is related to the SFMTA Central Subway Phase 2 of the Third Street Long Range Transportation Plan Project that will extend rail service from Fourth and King Streets to a northern terminal at Stockton and Jackson Streets. The purpose of this project is to include sewer improvements to avoid conflicts with the proposed light rail scope and to minimize future repair and replacement impacts. The sewer improvement project includes reconstructing existing 78-inch sewer (Fourth Street between Brannan Street and King Street), and relocating/ replacing existing 30-inch force main (Fourth Street between Bryant Street and King Street) and 48-inch gravity sewer (Fourth Street between Bryant Street and Brannan Street).
10002687 Mission Bay Loop Sewer Improvements
SFMTA's Mission Bay Loop Project will install light rail track on Illinois Street between 18th and 19th Streets. The improvements will support the future operations of the Third Street Light Rail in anticipation of the activation of the new Central Subway segment. The existing gravity sewers and force mains on Illinois Street will need to be relocated and/or replaced to avoid future conflicts with light rail operations. The sewer work has been completed and turned over to WWE operations, and SFMTA's contract has issued substantial completion to its contractor.
10002689 Drumm and Jackson Streets Sewer System Improvement Under this project, 800 linear-feet of the Drumm Street Box Sewer (between Commercial and Jackson Streets) and 200 linear-feet of the Jackson Street Box Sewer (between Drumm Street and the Embarcadero) were rehabilitated. Increasing the reliability of these major assets help meet the NPDES permit requirement to maximize use of the collection system for storage and to maximize flows to the wastewater treatment plant. Associated work for rehabilitation included performing necessary cleaning for trenchless rehabilitation, bypassing sewer flow by damming and piping through the existing box sewer and performing surface restoration. Coordination with WWE were conducted to ensure worker safety and preventing wet-weather impacts. CEQA approval and public outreach for the project were completed. The project included planning, environmental approval, design, and construction phases. 10002695 Masonic Avenue Sewer Improvements
SFPW's Masonic Avenue Complete Streets Project will take place on Masonic Avenue between Geary Boulevard and Fell Street. The project includes sidewalk and streetscape improvements; median and bicycle lane additions on Masonic Avenue; construction of a small park on the southwest corner of Geary Boulevard and Masonic Avenue; and incorporation of public art elements along this corridor. In conjunction with the aforementioned SFPW Masonic Avenue Complete Streets Project, the Masonic Avenue Sewer Replacement Project includes rehabilitating/ realigning existing sewers as well as constructing new sewer mains, manholes, side sewers and catch basins. The sewer scope includes approximately 4,700 linear feet of sewers ranging from 12-inch to 24-inch in diameter.
10002760 Cargo Way Sewer Box Odor Reduction
This project will construct a new force main (flush line) that conveys secondary effluent from the existing Booster Pump Station to the existing 7-foot diameter sewer located on Cargo Way, near Mendell Street.
The new force main will introduce approximately 1.5 million-gallon-per day (MGD) of flow back into the sewer system to minimize solids from settling to the bottom of the sewer; thereby, reducing odors from forming and escaping from the sewers into the atmosphere. In addition, mechanical, electrical, and instrumental controls will be installed inside the Booster Pump Station that would allow operation staff to turn on and off (or throttle) flows into this flushline. 10002767 Rutland Sewer Improvements
$6
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
Project Completed. Under this project, the hydraulic capacity of the sewers in the project area will be increased to meet the SSIP Level of Service storm. The project will consist of multiple improvements along Rutland Street (from Visitacion Avenue to Sunnydale Avenue) including replacing the existing sewer with a larger reinforced concrete pipe, constructing a wet weather diversion structure, and conveying water passing over a weir inside this underground structure during a large storm event through new piping and discharging into a deep wet weather tunnel (Sunnydale Sewer Tunnel). To minimize construction impacts to the community, this sewer work will be constructed with the Visitacion Valley Green Nodes Project. 10002776 Taraval Sewer Improvements
SFMTA has proposed a pedestrian safety and transit improvements project along Muni's "L Taraval" route.
The project includes construction/extension of boarding islands, addition of dedicated transit-only lanes, and replacement of aging tracks, overhead wires, and trolley poles. The Taraval Sewer Improvements Project will relocate existing sewer facilities from the center of the street to outside of the tracks to allow for ease of maintenance and repair/replacement without impacting future SFMTA's Muni operations. The scope of the sewer work includes replacing approximately 19,000 LF of 12-inch to 36-inch diameter ISP, Vitri³ed Clay Pipe (VCP), Reinforced Concrete Pipe (RCP), or concrete sewers along Taraval Street between 15th Avenue and 46th Avenue, and Ulloa Street between Forest Side Avenue and 15th Avenue for a twin sewer system. Most of the sewers to be replaced are close to 100 years old. Project is split into two construction contracts. Segment A is from Zoo to Sunset Blvd. and construction has been completed in 2021. Segment B is from Sunset Blvd. to West Portal and construction contract was initiated in December 2021.
10015553 Biofuel Alternative Energy
A recent trend in the wastewater industry involves the addition of fats, oil, and grease (FOG) or other high- strength waste (HSW) directly into digesters to increase digester gas production and maximize the amount of renewable energy production from cogeneration. Due to the existing capacity constraints and condition of the biosolids facilities at the SEP, the addition of large quantities of FOG or other HSW is not currently feasible. While inedible kitchen grease (IKG) is currently accepted at the SEP Yellow Grease Facility, only the marginal grease is directly injected to the digesters, which consists of residual solids and moisture that is removed from the raw IKG and represents less than one percent of the daily volatile suspended solids loading to the digesters. Therefore, while not an option for the existing biosolids facilities, FOG and HSW addition could be a component of the new biosolids digesters project. The Biofuel Alternative Energy Project aims to determine if it is feasible and cost-effective for the SFPUC to generate bioenergy (e.g. biofuel or cogenerated power) as a byproduct of processing the FOG and/or food waste collected throughout the City. This project was originally initiated in 2011 before SSIP Phase 1 validation efforts began in 2012, but has been placed on hold until considered necessary. 10015796 SEP Biosolids Digester Facilities Project
Planning, engineering, and construction of the new solids processing facilities will include solids pretreatment; the thermal hydrolysis process (THP); anaerobic digestion; biosolids dewatering; biosolids product storage and loadout; biogas utilization; odor control; automated control systems; chemical facilities, and associated appurtenances and piping. Key BDFP facilities and processes consist of: Primary sludge (PS) and waste sludge (WAS) pumping to the solids treatment processes, which includes improvement to the existing WAS pumping facilities. A consolidated Solids Pretreatment building that incorporates the following processes/equipment: o WAS thickening using gravity belt thickeners (GBTs) (3 units). o Blending of thickened activated sludge (TAS) and PS to produce combined primary and active sludge (CPAS). o Screening of CPAS using inline strainpress-type screens (5 units). o Pre-THP Cake Storage (3 hoppers). o Pre-THP dewatering of screened CPAS using centrifuges (5 units). Thermal $7
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
hydrolysis of dewatered, screened CPAS using Cambi THP process (3 THP units) and cooling of the thermally hydrolyzed sludge (THS). Mesophilic anaerobic digestion and digested sludge (DS) storage using digesters (5 silo-shaped digesters). A Biosolids Dewatering building that will include the following processes/equipment: o Dewatering of digested biosolids using belt ³lter presses (BFPs) (4 units), o Storage (4 silos) and load-out of dewatered biosolids product using screw conveyors, and truck hauling. · Bene³cial use of the biogas produced during the digestion process. Biomethane Pipeline Injection is being considered as an alternative biogas end use. The biogas will be treated to natural gas quality, injected into an existing PG&E gas line, and then sold as a renewable natural gas or vehicle fuel in a potential Public- Private Partnership (P3) contract. This alternate biogas end use would provide the SFPUC its highest value and reduce local air emissions in the SEP neighborhood due to the elimination of electricity-producing combustion engines. Odor control facilities consisting of bio³lters, carbon units and ammonia scrubbers Process systems to support the BDFP facilities including No. 2 water (W2 K chlorinated and ³ltered plant secondary effluent) system upgrade, plant air, polymer systems, and cooling water system. Ancillary facilities will also include a ferric chloride facility for struvite control, as well as pumped plant recycle (PPR) pumping to convey the liquids return streams from thickening, pre-THP dewatering, and biosolids dewatering. The proposed site for the BDFP facilities is adjacent to the existing SEP at 1800 Jerrold Avenue (former Central Shops) and 1801 Jerrold Avenue (former Asphalt Plant), and on portions of the existing SEP property. Possible construction staging areas for the BDFP include 1150 Phelps Street (SFPUC’s former Greenhouses), 50 Quint Street and/or Pier 94/96 SF Port properties. The construction will be completed through a Construction Manager/General Contractor delivery approach under two distinct scopes. Scope I focus on the demolition and utility relocation of existing infrastructure at the project sites. Scope II addresses the construction of the new biosolids facilities (the remainder of the work).
10015807 SEP New Headworks (Grit) Replacement
The new 250 MGD headworks consists of major components / facilities as follows: New Influent Junction Structure and Influent Monitoring: o Construction of a new Influent Junction Structure that will include a temporary overflow weir for excess wet weather flow. o Construction of a temporary connection between the Influent Junction Structure and Influent Control Structure. o Construction of a new connection from Influent Junction Structure to the new bypass, o Demolition of the existing Influent Control Structure. o Installation of a new influent monitoring and sampling system including: influent flowmeters, pH and conductivity insertion probes, automatic samplers, and manual sample ports. A new Primary Influent Distribution Structure: o Construction of a new bypass around the wet weather Headworks facility from the Influent Control Structure to the primary influent conduits that lead to the wet weather primary sedimentation basins (SEP 040/041). Upgrades to the Bruce Flynn Pump Station: o Modi³cations to sewer connections and mechanical/electrical modi³cations. o Addition of new bar screens and upgrades to the electrical system. o Upon completion of these modi³cations, demolish the Southeast Lift Station (SELS). A new Bar Screens, Washer-Compacters and Screenings Handling Facility consisting of four multi-rake bar ³ne screens (three duty plus one standby), four screenings washer compactors, two shuttle hoppers, and a grit influent splitter structure. A new Grit Basins, Grit Washers and Grit Handling Facility using either the HeadCell (modular multi-tray grit tanks) or Pista360 (grit vortex) technology. This includes 12 HeadCell grit tanks with 24 grit pumps or six Pista360 tanks with 18 grit pumps. Both technologies involve 6 grit washers and two grit storage hoppers. A new Odor Control Facility, consisting of a two-stage system with bioscrubbers followed by carbon adsorption. New 50 mgd influent pump station, including influent piping and effluent force main, electrical building and odor control. Two new primary substations, each with a 15- kV vacuum circuit breaker, substation type, liquid-³lled transformer, and a low-voltage power circuit breaker on the secondary side of the transformer. Electrical, Instrumentation and Control Rooms/Building.
Demolition of both existing Headworks Facilities (SEP-011 and SEP-012). $8
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10015808 SEP Existing Digester Roof Repairs
As part of the SSIP, a new biosolids handling facility will be built to replace the existing system. However, the existing digesters and associated facilities must continue to handle all biosolids generated by primary and secondary treatment operations at SEP until all planning, design, construction, and commissioning activities for new facilities are completed. Under this project, work will be completed to maintain existing digestion facilities in operation with suf³cient capacity and reliability to produce Class B biosolids until new facilities are available for service. The project consists of repairs to the existing floating roof and associated appurtenances (Digester 8), and replacement of the existing floating roofs and associated appurtenances (Digesters 4, 6, 7 and Cake Bins 3 & 4). This project is currently at the closeout stage. 10015809 SEP Facility-wide Distributed Control System Upgrade This project addresses distributed control system (DCS) upgrades within the Southeast Pollution Control Plant (SEP), Oceanside Pollution Control Plant (OSP), North Point Wet Weather Facility (NPF), Channel Pump Station (CHS), Westside Pump Station (WSS), and Bruce Flynn Pump Station (BFS). In order to ensure system-wide consistency, this project's scope of work also includes DCS planning & design for OSP, NPF, and WSS facilities. Hardware and software upgrades integration of ³eld instrumentation, control devices, communications hardware, processing hardware, interface hardware, and associated software packages into a uni³ed system are required to provide real-time, system-wide monitoring and control.
Coordination of monitoring parameters in various systems will also be required to maintain compatibility and consistency of the input data used for process control. 10015810 SEP Seismic Reliability and Condition Assessment Improvements As part of the condition assessment effort, numerous seismic, conditional and operational issues associated with the existing facilities will require remedial attention before other program projects are completed. This project represents immediate improvements to the existing facilities at South East Plant (SEP) identi³ed as part of the condition assessment effort that are not speci³cally included as part of another near-term Sewer System Improvement Program (SSIP) Phase 1 project. This project includes items for rehabilitation such as concrete spalling repair and seismic retro³t of priority process buildings.
Seismic retro³t and structural repairs to the Sedimentation Building and channel structures (SEP 530 Contact Channel, SEP 540 Effluent Control Structure, 6' reinforced concrete pipe from SEP 540 to Booster Pump Station, Conduits C/D/E, SEP 525 Box Channel, and 9' reinforced concrete pipe to Junction Structure #5) will be completed.
10015811 SEP Oxygen Generation Plant 01
The existing liquid oxygen (LOX) facility at Southeast Plant (SEP) does not meet current safety codes and is in need of replacement. The LOX system is a mandatory redundant system to the on-site oxygen generation to ensure full compliance with the NPDES permit. This project includes the demolition of the LOX facility (three horizontal LOX storage tanks, four vaporization systems, and ancillary equipment); demolition of SEP 270 Oxygen Generation Building; installation of structural piles; construction of concrete slabs and utility trench; and installation of a new packaged LOX system consisting of four vertical LOX storage tanks, vaporizers and an unloading station.
10015816 Urban Watershed Assessment and Planning Initiation Many of the SSIP’s proposed projects are focused on improvements to surface drainage and collection system management in San Francisco. The SSIP Urban Watershed Assessment Task will evaluate and recommend alternatives that balance the use of grey (for example, pipelines) versus green infrastructure (for example, low impact design) for improvements to watershed surface drainage and collection system management. The SSIP will utilize an integrated watershed management approach to investigate the $9
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
health of the City’s watershed and identify potential opportunities for stormwater capture, conveyance, detention and possible reuse to address issues of flooding as wells as combined sewage conveyance and storage. Project implementation will require the hydrologic and hydraulic analysis of each of the eight drainage basins and will include: identi³cation of various solutions to each basin’s unique set of flooding challenges; evaluation of the social, economic and environmental values of alternatives that meet the level of service with a triple bottom line tool and the optimization and prioritization of projects for each basin.
The work will address life cycle costs and detailed operation and maintenance requirements. 10015817 Urban Watershed Assessment and Planning
The UWA is the comprehensive watershed-based planning process developed to diagnose challenges and design solutions for the surface drainage and collection/conveyance portion of the City’s sewer system.
The UWA emphasizes holistic urban watershed-scale planning and the development of multiple-function solutions to sewer system challenges. These solutions are evaluated using a comprehensive Triple Bottom Line (TBL) tool that employs societal and environmental bene³ts and costs with the goal of delivering more holistic investment decisions. Project implementation will require the hydrologic and hydraulic analysis of each of the eight drainage basins and will include identi³cation of various solutions to each basin’s unique set of flooding and other challenges; evaluation of the social, economic and environmental values of alternatives using the TBL tool; optimization and prioritization of projects for each basin; and life cycle costs with detailed operation and maintenance requirements. 10015818 Fulton St Sewer
Many of the SSIP’s proposed projects are focused on improvements to surface drainage and collection system management in San Francisco. The SSIP Urban Watershed Assessment Task will evaluate and recommend alternatives that balance the use of grey (pipelines) versus green infrastructure (low impact design) for solutions to watershed surface drainage and collection system management improvements.
The SSIP will utilize an integrated watershed management approach to investigate the health of the City’s watershed and identify potential opportunities for stormwater capture, conveyance, detention and possible reuse to address issues of flooding as wells as combined sewage conveyance and storage. Project implementation will require the hydrologic and hydraulic analysis of each of the eight drainage basins and will include: identi³cation of various solutions to each basin’s unique set of flooding challenges; evaluation of the social, economic and environmental values of alternatives that meet the level of service with a triple bottom line tool and the optimization and prioritization of projects for each basin. The work will address life cycle costs and detailed maintenance requirements.
10015819 Lake Merced Drainage
Many of the SSIP’s proposed projects are focused on improvements to surface drainage and collection system management in San Francisco. The SSIP Urban Watershed Assessment Task will evaluate and recommend alternatives that balance the use of grey (pipelines) versus green infrastructure (low impact design) for solutions to watershed surface drainage and collection system management improvements.
The SSIP will utilize an integrated watershed management approach to investigate the health of the City’s watershed and identify potential opportunities for stormwater capture, conveyance, detention and possible reuse to address issues of flooding as wells as combined sewage conveyance and storage. Project implementation will require the hydrologic and hydraulic analysis of each of the eight drainage basins and will include: identi³cation of various solutions to each basin’s unique set of flooding challenges; evaluation of the social, economic and environmental values of alternatives that meet the level of service with a triple bottom line tool and the optimization and prioritization of projects for each basin. The work will address life cycle costs and detailed maintenance requirements.
10015820 Major Trunk Sewers
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APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
Many of the SSIP’s proposed projects are focused on improvements to surface drainage and collection system management in San Francisco. The SSIP Urban Watershed Assessment Task will evaluate and recommend alternatives that balance the use of grey (pipelines) versus green infrastructure (low impact design) for solutions to watershed surface drainage and collection system management improvements.
The SSIP will utilize an integrated watershed management approach to investigate the health of the City’s watershed and identify potential opportunities for stormwater capture, conveyance, detention and possible reuse to address issues of flooding as wells as combined sewage conveyance and storage. Project implementation will require the hydrologic and hydraulic analysis of each of the eight drainage basins and will include: identi³cation of various solutions to each basin’s unique set of flooding challenges; evaluation of the social, economic and environmental values of alternatives that meet the level of service with a triple bottom line tool and the optimization and prioritization of projects for each basin. The work will address life cycle costs and detailed maintenance requirements.
10026805 Sunset Green Infrastructure
The Sunset Boulevard Greenway project will construct a series of tiered bioretention rain gardens in the western stretch of landscaped parcels along 10 to 16 blocks stretching from Golden Gate Park to Lake Merced. The rain gardens will manage stormwater runoff on the west side of Sunset Boulevard from the street, paths, and a portion of the landscaped parcel area. The project will also incorporate a "Learning Lab" to supplement elementary school curriculum. This project is also referred to as "Sunset Boulevard Greenway."
10026806 North Shore Green Infrastructure
This project will route stormwater to flow-through bioretention planters with surfaces set lower than the surrounding grade. During large storm events, ponded water at the surface of the planters will reach a maximum depth of 6 inches before it crests an overflow weir, either to a lower planter tier or to a concrete valley gutter running the length of the alley. To protect the adjacent building foundations, an impermeable waterproof liner will be placed along the bottom and sides of the planters. New street surfacing and furnishings provide improved community space for local residents and visitors. This project is also referred to as "Chinatown Green Alley".
10026807 Lake Merced Green Infrastructure
The project starts at the Ashton Avenue intersection and extends along eight blocks to the Lee Avenue intersection. Corner bulb-outs containing bioretention planters will be installed on the downstream end of six of the blocks. On the remaining two blocks, roadside bioretention planters adjacent to the curb will manage stormwater in lieu of corner bulb-out planters, which are infeasible due to driveway conflicts. The bioretention planters are sized to manage stormwater runoff from the sidewalk and use the minimal area needed in order to minimize the associated parking loss from the new bulb-outs. Permeable pavement installed within the existing parking lanes on both sides of Holloway Avenue will manage runoff from the roadway. This project is also referred to as the "Holloway Green Street". 10026808 Sunnydale Green Infrastructure
This project includes two green nodes in Sunnydale watershed; a mini plaza on Sunnydale Ave. and a rain garden at the eastern end of McLaren Park. These green nodes are being designed to maximize the removal of street stormwater runoff from the combined sewer system. At the Sunnydale Avenue Mini-Plaza, bulb- outs containing bioretention planters will be installed to remove stormwater while also providing traf³c calming and pedestrian safety. At the Leland Avenue Rain Garden, terraced bioretention facility will be created to capture, store, and in³ltrate runoff from the impervious roadway and an adjacent vegetated sloped area. Approximately one block of local sewer work on Rutland Street will be included into the $11
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
construction contract to minimize construction impact; however, the project cost of that sewer improvement is accounted for separately. This project is also referred to as the "Visitacion Valley Green Nodes".
10026809 Richmond Green Infrastructure
Speci³c work that will be completed at El Camino Del Mar includes providing new pedestrian crosswalks, terraced rain gardens, subsurface in³ltration galleries, soil stabilization techniques in selected locations, sewer main upsizing between Lands End Trailhead and manhole east of 32nd Avenue, and upgrading existing crosswalks to comply with the Americans with Disabilities Act. Speci³c work that will be completed at Beach Terrace includes permeable pavement, rain garden bulb outs at the eastern & western ends of the permeable pavement, a flow-through rain garden, traditional (in³ltrative) rain garden bulb- outs, improved catch basins, and a traditional rain garden. This project is also referred to as the "Baker Beach Green Street".
10026810 Yosemite Green Infrastructure
The upper reach of the Yosemite Creek Daylighting project would daylight the creek along a portion of the historic creek path, from Yosemite Marsh in McLaren Park to Woolsey and Hamilton Streets. This project diverts flows from the sewer using swales, vegetated channels, rain gardens, piped sections and a constructed wetland/detention basin/bio-swale system. This project is also referred to as the "Upper Yosemite Creek Daylighting".
10026811 17th and Folsom Wet Weather Storage
The neighborhood surrounding 17th Street, 18th Street and Folsom Street has been experiencing over a foot of water on the streets, sidewalks and into their houses during rain events, resulting in property damages to the residents. The 17th and Folsom Wet Weather Storage project was originally intended to provide interim flood mitigation to the neighborhood while SSIP is working on identifying long-term solutions through capital improvement projects. The proposed interim flood mitigation alternatives consisted of a storage basin, pump station, and collection facilities to be built underneath the proposed future 17th & Folsom Park. However, the project was cancelled and defunded except for residual funds for ongoing response activities as directed by management, including certain outreach activities related to flooding.
10026812 Channel Green Infrastructure
The Wiggle neighborhood is a collection point for stormwater flow, both from surface runoff and from the collection system. It is also the focus of a project by the SFMTA to repair roadways and aid the flow of motor vehicles, bicycles, and pedestrians. Many of these traf³c calming features provide opportunities for the inclusion of green infrastructure. The purpose of the Wiggle Neighborhood Green Corridor project is to implement low impact stormwater management along the Wiggle bike route between Oak and Baker Streets, along Scott and Page Streets, ending at Waller and Steiner Streets. The project is designed to manage runoff from 4 acres, removing 1.1 million gallons of stormwater in a typical year. Key features of this project will include installation of bulb-outs on selected street corners, bioretention planters, and permeable pavement.
10026813 Islais Creek Green Infrastructure (SPLIT)
No information available.
10026814 Flood Resilience Analysis (Planning Phase Only) The Flood Resilience Analysis Project will focus on developing a framework for identifying multiple storm $12
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
scenarios; quantifying risks and cost implications associated with mitigating flooding across the aforementioned storm scenarios; and de³ning the extent and scope of the City’s responsibility, based on consequences of extreme storms. To minimize flood risks citywide and meet SFPUC objectives, this project will also develop programs and policies beyond what the collection system can manage, and make recommendations on prioritization of structural, non-structural, and operational measures. 10026815 Flood Resilience - Early Projects (Planning Phase Only) The City of San Francisco has experienced multiple signi³cant storms in the last decade, which have led to flooding in various parts of the City. While Flood Resilience Analysis is being conducted by SFPUC, early infrastructure projects are being planned at three critical areas (Cayuga, Wawona, and Folsom neighborhoods) subjected to high flood risk. This project focuses on planning and developing stormwater detention and conveyance concepts speci³c to each of the aforementioned critical neighborhoods. 10026816 Wawona Area Stormwater Improvement Project
The neighborhood surrounding the intersection of 15th Avenue and Wawona Street is topographically lower in elevation compared to its adjacent neighborhoods, and has been subjected to flooding during large storms. When the capacity of the sewers are exceeded during large storms, signi³cant volumes of overland flow upstream of the intersection cannot enter the catch basins and sewer system, causing flooding and property damage. The purpose of this project is to divert part of the flow at the intersection of Wawona and Vicente into a new auxiliary sewer on Vicente, extended to from Wawona to 34th Ave. The flow then would enter the existing system where there is capacity for additional flow. 10026817 Cayuga Ave Stormwater Detention Project
The neighborhood surrounding the northeastern end of Cayuga Avenue has been susceptible to recurring flooding associated with moderate to heavy storms. Due to its low land topography, the area can experience up to a few feet of water on the streets and sidewalks during rain events. This project will improve the stormwater detention by re-grading the I-280 embankment at the foot of Cayuga to create a low lying detention ³eld. This project will provide surface detention of flows during flooding and includes an overflow relief connection into the College Hill Tunnel as well and a retaining wall to support the roadway.
10026818 Folsom Area Stormwater Improvement Project
The Folsom Area Stormwater Improvement Project (FASIP) will provide stormwater conveyance improvements to the neighborhood surrounding 17th and Folsom Street. The project is being developed based on the alternative chosen in the NAR/AAR report and further de³ned in the CER. Major components of the project consist of a tunnel to convey stormwater flows from the neighborhood surrounding 17th and Folsom to the Channel Consolidated Transport/Storage Box, and upsizing of existing combined sewer pipes and structures upstream of the tunnel. Phase I covers through design which is anticipated to be complete in December of 2023. Construction will be covered by Folsom Area Stormwater Improvement Project Phase 2.
10026819 17th and Folsom Permanent Barriers
SFPUC has purchased off-the-shelf plastic temporary flood barriers for 2015 and 2016 wet seasons. At locations where temporary plastic flood barriers were installed and proven effective in mitigating floods, SFPUC plans to install more durable custom aluminum or steel barriers before a permanent solution (Folsom Area Stormwater Improvement Project) can be implemented. The aluminum or steel barriers would be installed during wet seasons and removed during dry seasons. The sidewalk would be graded and out³tted with recessed and covered receptacles for mounting flood barrier poles. Interlocking aluminum $13
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
logs would be installed between the poles. The flood barrier system would be custom built based on site- speci³c pole intervals, barrier height, and other characteristics. 10026820 Hydraulic and Drainage Sewer Improvements
This project includes awarding "As-Needed Construction Contracts" to implement small and non- specialty sewer improvement projects at critical flood prone neighborhoods. Examples of non- specialty, small infrastructure construction include improvement of drainage features, upsizing/expansion of sewer pipes, and surface grading modi³cations. Three preliminary projects (areas) were identi³ed: Joost/Foerster Sewer Expansion, Urbano/Victoria Drainage Project, and Wawona Interim Drainage Project. Additional projects will be added as the needs arise.
10026821 Northpoint Outfall Refurbishment
Rehabilitation of the outfall system includes removal of sediment/debris inside subterranean reinforced concrete sewers and repair of concrete spalls, cracks and damaged linings with epoxy. Rust formations will also be removed, followed by re-lining of existing cast-iron pipes (CIPs) with epoxy lining that provides the protection against the extreme corrosive marine environment and strength to withstand operating and hydrodynamic loads. In addition, sediments deposited inside and around the diffuser pipes will be removed and disposed of, along with associated steel supporting brackets. The project will also include installation of a new cathodic protection system for the Outfall System CIPs, ductile iron pipes (DIPs), and Outfall support structures under Piers 33 and 35; repair of damaged coating of Outfall pipes and supports; and installation of air vents and air relief valves on the outfall to release entrapped air. 10026822 North Shore Pump Station Wet Weather Improvements North Point Facility, North Shore Pump Station and associated outfalls improvements include: North Shore Wet Weather Pump Station Improvement and Disinfection: Includes installation of pumps and pumping system to provide redundancy for the 150 MGD wet weather station, NPF Outfall System Rehabilitation:
Includes rehabilitation and sediment removal of four outfalls and their structural support systems to address issues with the liner, inadequate air relief, and issues with manhole covers. NPF Clari³er Improvements: Includes refurbishment of the existing clari³ers or sedimentation basins, including seismic retro³t and rehabilitation of sedimentation basins, improvements to hydraulic gates and actuators, and improvements to the primary clari³cation process to allow more ef³cient operation. DCS/Telemetry System Upgrade: Includes upgrades to the communications, sensors, and control devices at NPF. 10026824 SEP Oxygen Generation Plant
As a result of the Clean Water Act of 1972, the secondary treatment process, which is achieved through the use of high purity oxygen (HPO), was implemented at Southeast Plant. During wet weather the regulatory permit requires that the Southeast Plant treat up to 150 million gallons per day, to the secondary level. The two existing, 66 tons per day (TPD), cryogenic oxygen generation plants that were placed in operation in 1981 are becoming extremely dif³cult to maintain, and have failed two times in the past year. Replacing the antiquated oxygen plants with two technologically advanced 45 TPD oxygen generation plants, will allow WWE Operations to have optimum control on the utilization of oxygen (based on the influent variations), thus signi³cantly reducing the energy consumption. 10026825 SEP Primary and Secondary Clarifier Upgrades
This project will upgrade the mechanical, structural and electrical components at the primary and secondary sedimentation tanks (clari³ers) at SEP to address operational reliability and compliance with regulatory requirements for liquid treatment. The major upgrades taking place at the primary sedimentation tanks include replacing key mechanical and electrical equipment and addressing structural $14
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
repairs such as concrete repairs and coating seven tanks and influent channel. Covers for the primary sedimentation tanks and ventilation system will also be installed. Similarly, major upgrades for the secondary clari³ers include replacing key equipment and retro³tting existing secondary clari³ers (8 of 16 included in this project). Structural repairs will also be addressed including concrete crack repairs and coating.
10026826 SEP Existing Digester Gas Handling Improvements The project consists of: Process upgrades addressing de³ciencies related to Digester Gas Compressors, Heat Exchangers and Controllers, Combined Primary Activated Sludge (CPAS) Tank, Boiler and Boiler Stacks, Waste Flare and Cogeneration Cooling Water System, and B100 Biofuel Tank (EPA permit compliance). • Building systems and odor control unit (OCU) upgrades such as replacing Roof Drains, OCUs and upgrading ventilation and OCUs, Roof Replacement and Air Compressor (BAAQMD Permit Application). • Electrical Upgrades related to External Lighting Upgrades and installing Fire Alarm Building 800 (safety). • Control Upgrades such as installing CO Gas Monitors and Replacing Digester Gas Flow Meters (safety). • 300 feet of waste gas piping and appurtenances.
10026828 Mariposa Dry-Weather Pump Station & Force Main Improvements The project involves construction of new dry-weather pump station and force main to achieve the peak design flow of 5.0 million-gallon per day (MGD). The scope consists of demolishing the existing pump station building, underground structure, wet well, electrical system, and associated assets to make room for a new pump station. The existing dry-weather force main is being replaced with a larger diameter force main downstream of the new dry-weather pump station. A Memorandum of Understanding (MOU) was established with the Port of San Francisco (SF Port) since both the pump station and force main are located within SF Port's jurisdiction. Mariposa Dry-Weather Pump Station conveys dry-weather and wet-weather combined sewage flows from the Channel watershed to the existing Southeast Wastewater Treatment Plant. This station was originally completed in1954 with dry-weather pumping capacity of 1.2 million- gallon-per-day (MGD). Due to recent developments from the upstream area (Mission Bay, Dogpatch, Potrero Hill areas), the pump station needs to be upsized to convey 5.0 MGD of dry-weather sewage flows to prevent dry-weather sewage flows from discharging into the San Francisco Bay. Project has been fully funded and no additional funding is requested at this time. 10026829 Cesar Chavez Pump Station
Under this project, stormwater and groundwater that collects under the Cesar Chavez freeway underpass within a bounded area will be conveyed to SEP. As this is not an all-weather pump station, WWE determined that this project is a lower priority than other all-weather pump stations. The remaining needs of the project may be added to the WWE R&R program list for consideration. After the NAR and the Draft AAR were completed, it was determined that this project is less critical than other dry-weather or all- weather pump station improvements. Therefore, this project will complete the Draft AAR and any remaining work is to be deferred to the WWE R&R program for consideration. This SSIP project will end at the Draft AAR phase.
10029726 Watershed Stormwater Management (Planning Only) This project will address long term Green Infrastructure (GI) development process and how it will be integrated and prioritized in the Collection System Plan and UWA report. A portion of the funds will be used to implement billing system upgrades that will enable the roll out the stormwater fee. Funding is also allocated for the Planning GI projects on San Francisco Uni³ed School District (SFUSD) sites. 10029728 Advanced Rainfall Prediction - Part 1
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APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
The purpose of this project was to provide rainfall forecast information to SFPUC WWE staff automatically in real-time. This project included planning, design, and environmental review for three new radar equipment stations to collect additional data that would feed into the rainfall prediction modeling for short- term and long-term precipitation forecasts. In September 2017, this project was cancelled and recommended to be placed on hold as the potential bene³t of the project to Wastewater Operations did not merit the signi³cant project costs.
10029729 Operational Decision System Phase 1
SFPUC desires a more consistent and transparent basis for making decisions that make best use of available data in an automated way. This project would integrate available data in the collection system (levels, flows, pump status, etc.) with rainfall prediction data (from National Oceanic and Atmospheric Administration, or in the future improved through the Advanced Rainfall Prediction project). The real-time data will be coupled with WWE’s collection system hydraulic model to project the likely impact of approaching storms and generate speci³c operational recommendations for managing flows. 10029730 Operational Decision System Phase 2
This project would integrate available data in the collection system (levels, flows, pump status, etc.) with rainfall prediction data from National Oceanic and Atmospheric Administration (NOAA). The real-time data will be coupled with Wastewater Enterprise's (WWE) collection system hydraulic model to forecast the likely impact of approaching storms and generate speci³c operational recommendations for managing flows. Phase 2 builds upon Phase 1 (CWWSIPFCRP02) for a citywide installation. 10029733 Land Reuse of 1800 Jerrold Avenue
This project includes jurisdictional transfer of 1800 Jerrold Avenue property ("Central Shops") from the Of³ce of Contract Administration (OCA) to SFPUC. This 6.04-acre site is located adjacent to the SEP at the northwest corner of Quint Street/Jerrold Avenue intersection, and is currently used by OCA as central shops for city vehicle maintenance and repair. A new location to move the existing Central Shops to was identi³ed, and planning is underway to complete design and construction. Upon approval of the Jurisdictional Transfer, the relocation will involve the purchase of two properties, lease of a third property, and construction agreements to complete improvements. This requires extensive coordination and cooperation between multiple City departments. Subsequent to the relocation of the Central Shops by the OCA, the 1800 Jerrold Avenue property would be acquired by SFPUC. Upon completion of geotechnical and environmental hazardous materials investigation, a demolition and remediation plan will be developed.
The site is currently being considered for construction of the new SEP biosolids facilities. 10029734 Land Reuse of 1801 Jerrold Avenue
Reuse of the site requires a negotiated transfer of the site and subsequent demolition of the abandoned asphalt plant facilities and site remediation. Following the completion of geotechnical and environmental hazardous materials investigations, a demolition and remediation plan will be developed. Demolition will include the removal of all of the structures currently occupying the space including the existing asphalt plant equipment, storage silos and outbuildings. The remediation plan will be dependent on ³ndings from the site investigation. Presently, the relocation of SFPW’s Street Repair from the Asphalt Plant site to a property adjacent to the SFPW Yard is pending the relocation of SFPUC Sewer Operations (Sewer Ops) from 160 Napoleon (on a portion of Lot 31). Planning is currently underway to relocate Sewer Ops to a new location at Grif³th Yard, and then to move the Asphalt Plant occupants to 160 Napoleon. 10029735 OSP Fine Screen and Grit Removal Enhancements
The purpose of this project is to maximize solids/grit removal ef³ciencies at the plant headworks thereby $16
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
reducing grit throughout the wastewater treatment facility processes; minimize potential grit impacts to biosolids processes and reduce O&M costs associated with grit wear on treatment process equipment. The project includes planning, design and environmental review of the following major components: controls improvements of the three existing ̑-inch ³ne screens; evaluation/upgrade of the three existing Pista- type grit removal units with higher ef³ciency new ³ne grit removal units such as the hydraulically-induced vortex-type (Headcellv) or other high-ef³ciency technologies that remove ³ne grit, and structural modi³cations to the influent channels/headworks structure to suite new grit removal units. The construction phase of this project is proposed in SSIP Phase 2. However, the SSIP re-prioritization in 2016 has resulted in the deferral of remaining efforts in planning, design and environmental review to Phase 2. 10029736 Westside Pump Station Reliability Improvements The project consists of screening improvements including replacement of existing bar screens, and addition of screening washing and compaction systems. The project also includes replacing existing wet- weather pumps to provide pump redundancy. The construction would take place within the existing structure and includes four new submersible pumps and 200 linear feet (LF) of discharge force main. Other improvements include increasing the power feeder capacity at WSS to account for additional wet weather pumping capacity and provide a reliable redundant power source, and replacing existing odor control units at the WSS with dilution ventilation fans and ducting.
10029737 OSP Digester Gas Utilization Upgrade
In this project, the gas storage vessel and digester gas conditioning equipment will be replaced. The existing cogeneration Internal-Combustion units (IC engines) and controls will also be replaced. Other improvements include providing an ancillary exhaust gas conditioning and heat exchanger systems to comply with regulatory air board requirements. Improved reliability and redundancy of hot water and electrical energy production systems, as well as, ventilation upgrades will maximize process ef³ciency within the energy recovery building. The electrical gear at Sub-Station No. 5 will be replaced to provide parallel electrical gear and power system reliability.
10029738 Westside Pump Station Redundant Force Main Improvements Flow from the Westside Pump Station (WSS) is transported through an existing force main with no reliable redundancy. The purpose of this project is to ensure operational flexibility and reliability of critical force main infrastructure functions. This is accomplished by providing a redundant force main pipeline and supporting valving sized to maximum treatment plant capacity. This project includes planning, design, environmental review and construction of a redundant new force main from the WSS to the OSP. Major components of this project include installation of 6,400 linear feet of new force main on Sloat Blvd and Highway 35, as well as street pavement demolition and restoration, traf³c control, and relocation of impacted utilities. However during the planning phase of this project, it was determined that this project may be deferred with accepted risks to SSIP Phase 2.
10029739 OSP Condition Assessment Repairs
The OSP Condition Assessment Repairs project will include planning, design, and environmental review of major improvements to the plant including: rehabilitation of building structures, rehabilitation or replacement of mechanical and electrical equipment, and seismic retro³t of process tanks and buildings.
Improvements focus on maintaining operational reliability and extending the service life of buildings that are required to remain in operation for 30 years or more. A preliminary evaluation identi³ed improvements to be addressed in various phases of the project, including those at the following buildings: • 011 – Pretreatment/Solids • 042 – Primary Clari³ers • 200 – Aeration Basins • 230 – Secondary Clari³ers • 510 – Chemical Storage • 530 – Chlorine Contact Channels • 620 – Digester Operations • 630, 640, 650, 660 – $17
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
Digesters 1, 2, 3 and 4 • 741 – Digester Gas Holder • 800 – Co-Generation • 821 – Gas Burner • 920 – Pipe Gallery • 930 – Administration and Laboratory • 961/962 – Parking and West Entrance Tunnel/East Entrance Tunnel
10029740 OSP Odor Control Optimization
This project includes planning, design, environmental review and construction/upgrades to inef³ciencies identi³ed in Building 042 (Primary Clari³ers). Currently, the air from the entire building is exchanged and scrubbed for odor. In order to signi³cantly reduce the volume of air treated for odor, the primary clari³ers should be covered and only air from the primary clari³er basins scrubbed. The main components of this project included: • New covers for the ³ve primary clari³ers (each cover would be approximately 190 feet long by 38 feet wide). • Duct work to connect the head space in each clari³er basin to the odor control system. Current plans involve the completion of an odor control study as part of the Alternative Analysis Report (AAR) planning phase. Opportunities may exist for reducing energy consumption while maintaining effective performance and meeting offsite odor limits. These include optimizing system operation, consideration of different reduced backpressure media, implementation of new lower energy usage technologies, and ventilation strategies including reduced turnover, covers for reducing volume, and air transfer. Based on the results of the alternative analysis, the project will forego covering the primary clari³ers and implement other optimization measures in its place. 10033106 Geary BRT Sewer Improvements Phase 2 PreCon
Phase 2 of SFMTA's Geary Bus Rapid Transit (BRT) Project includes the addition of center-running BRT lanes on Geary Boulevard between Palm Avenue and 27th Avenue, followed by dedicated BRT lanes along each sides of the street between 27th and 34th Avenue. The center-running BRT lanes on Geary Boulevard would be located directly above the existing sewer lines and severely impact SFPUC's ability to perform future maintenance, repair and/or replacement. The purpose of the Phase 2 sewer work is to coordinate with Geary BRT Project to relocate (or replace as needed) main sewers outside of the transit lanes, platforms and bulbouts. SFPUC had determined sewer conditions along this segment (Stanyan Street to 34th Avenue) and approximately 2.2 miles of aging sewers have been identi³ed as possibly needing replacement. Any sewer work required, whether it is sewer relocation, sewer rehabilitation or sewer replacement, will be undertaken as part of SFMTA's project. Only initial costs for planning and design has been allocated for this project within the SSIP Phase 1 Re-Baselined Program budget. 10033745 Mission Street, 16th to Cesar Chavez Streets, Brick Sewer Rehabilitation Project Completed. The project purpose is to rehabilitate and/or replace large-diameter sewers after the scope of work is de³ned through the condition assessment efforts from the Collection System Condition Assessment Project (Project CWWSIPCSSR02). Based on the condition assessment efforts, approximately 1-mile of large diameter sewers over 100-years old and located on Mission Street, between 16th and Cesar Chavez Streets, were con³rmed to be in need of rehabilitation. This project will include the design, environmental review, right-of-way, bid and award, construction, project management, and construction management support to complete the rehabilitation work. In addition, funding for the planning efforts for two additional projects was funded through this project. At the end of the planning effort, the two projects will be completed through a separate wastewater capital project, the Large Diameter Sewer Rehabilitation and Condition Assessment. When this project is completed, approximately 4,350 feet of large-diameter sewers would be rehabilitated, with an extended useful life of at least 50-years. 10034360 Lower Alemany Area Stormwater Improvement Project The primary objective of the Lower Alemany Area Stormwater Improvement Project is to address the Sewer System Improvement Program (SSIP) levels of service (LOS) goals of managing stormwater and $18
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
protecting and streets and properties from a statistically derived storm lasting 3 hours, with a total of 1.3 inches of rainfall and de³ned peak rainfall intensity (5-year 3-hour storm, LOS storm). This project will include planning, design, and construction of an improved conveyance system in the Lower Alemany area that manages the stormwater and minimizes flooding in the LOS storms. Detail project scope will be developed based on the preferred alternative identi³ed during the planning phase. 10034553 Green Infrastructure Grant Program (GIGP)
The Green Infrastructure (GI) Grant Program funds green infrastructure projects on public and private properties throughout San Francisco. By providing grants to owners of large, impervious parcels the SFPUC will encourage further green infrastructure projects that manage stormwater and improve the City's collection system performance during wet weather. The grants will cover costs of design and construction of approved stormwater management features, such as rain gardens, permeable pavement, cisterns, and vegetated roofs. Grantees will be eligible to receive $765,000 per acre of impervious surface managed, up to $2 million per project.
10034718 Large Diameter Sewer Projects and Channel FM Intertie The project purpose is to rehabilitate and/or replace large-diameter sewers based on condition assessment efforts completed by staff. This project will fund approximately 35,000-feet of rehabilitation or replacements of large-diameter sewers that are over 100-years-old in various parts of San Francisco. In addition, a 66-inch diameter pressurized pipe (or the Channel Force Main ) was identi³ed to be in need of rehabilitation or replacement; however, since the force main is almost always in service to meet regulations, a major sewer bypass is needed in order to perform a thorough inspection. This project will construct a bypass, or the Channel Force Main Tee, that will connect the existing force main to a nearby sewer transport/storage structure. When complete, approximately one-third of the existing force main can be taken out of service for rehabilitation and/or repair during the dry-weather seasons. In addition, this bypass will provide long-term operational flexibility to Wastewater Enterprise since flows from the Channel Force Main can be diverted away from the headworks area of Southeast Treatment Plant during dry weather seasons. When complete, this project will fund multiple construction contracts to rehabilitate and/or repair approximately 35,000-feet of large-diameter sewers, and a bypass will be installed that would allow future condition assessment and/or rehabilitation of one-third of the Channel Force Main. 10036398 OSP Condition Improvement Projects - Part 2
The OSP Condition Assessment Repairs project will include major improvements to the plant, aimed to address the reliability of existing assets that have deteriorated over the years. This project includes planning, design and environmental review of improvements to address the age, deterioration and reliability of existing assets at OSP that are not speci³cally included in the other SSIP projects. This project includes rehabilitation of building structures, rehabilitation or replacement of mechanical and electrical equipment, and seismic retro³t of process tanks and buildings. Improvements focus on maintaining operational reliability and extending the service life of buildings that are required to remain in operation for 30 years or more.
10037244 Baker St CSD Baffle Improvements & Backflow Valve Repair Baker CSD (CSD 009) is located at the northern end of Baker St, adjacent to the Little Marina Green Picnic Area. Baker CSD was originally constructed in 1971. During storm events when the treatment and storage (T/S) in the system is maximized, the structure allows combined sanitary sewer and stormwater runoff from the Marina T/S box to discharge to the Bay. The following issue needs to be addressed to meet Operational Reliability LOS goals (Performance Requirements): East Baffle Wall: Baker CSD was originally constructed in 1971 and has a weir elevation of -4.0 feet. The CSD has two weirs: the "east overflow weir" $19
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
and the "west overflow weir". Each weir is approximately 39 feet in length. While the west overflow weir has a wooden baffle that is noted to be in good condition, recent inspections have noted that the baffle adjacent to the east overflow weir is missing. The following issues need to be addressed to meet Operational Reliability LOS goals (State of Good Repair): LCV Check Valves: In 2015, LCV Check Valves (flap gates) were installed on each (east and west) weir to prevent tidal backflow into the sewer system.
There are six check valves on each weir (12 in total). Recent inspections have noted that the western array of check valves may leak during king tides due to the adhesive peeling away from the concrete. The adhesive on the eastern array of check valves is also showing signs of deterioration in a similar fashion.
Structural Rehab: Annual CSD inspections have also revealed minor structural de³ciencies at Baker CSD, such as deteriorated metal plumbing pipes (2 inch diameter) at one end of the discharge structure, minor missing aggregate, stains and patched circumferential cracks in the rectangular portion of the connecting sewer, and minor exposed aggregate in the former DAF chamber. The components of the project at Baker CSD involve the following: Install a baffle on the east overflow weir; Repair or replace western array of valves to stop leaking; Repair eastern array of valves to prevent leaking; Repair or replace deteriorated metal plumbing pipes; Repair minor defects including missing aggregate and in³ltration in connecting sewer.
10037245 Brannan St CSD Discharge & Baffle Rehabilitation The Brannan St Combined Sewer Discharge ("Brannan CSD") is located at Brannan St and The Embarcadero. Brannan CSD was originally constructed in 1912. The outfall structure consolidates flows from the Brannan St and Beale St sewers and interfaces with the Channel Transport/Storage (T/S) Box. The following issues need to be addressed to meet Operational Reliability LOS goals (State of Good Repair):
Butterfly Valve: Unlike most outfalls, the Brannan CSD does not have an overflow weir. A rectangular butterfly valve with a hydraulic actuator controls combined sewer overflows. The valve is controlled by level measurement from a stilling well located under the pier measuring tidal flows ("tide sensor") as well as a stilling well located within the T/S box ("sewer sensor"). The sensors are not currently in service. The 2019 inspections noted severe corroding on the stilling well of the sensors. The controls and power unit for the valve are located on the opposite sidewalk, Embarcadero South (west side of street), with the connecting utilities traversing under the MUNI light rail railway. The butterfly valve also prevents seawater and sea life from entering the sewer system. The butterfly valve is old, corroded, and past its useful life.
The butterfly valve no longer functions and is stuck in the closed position. As a result, the Brannan CSD is not currently functioning. Flap Gate: The outfall has a flap gate along the sea wall that is intended to prevent seawater and sea life from entering the discharge tunnel during high tide. During the construction of the Embarcadero promenade, concrete was demolished and dropped on the existing gate. This damaged the frame and gate, preventing seating of the gate against the wall and damaging the flap. The gate no longer functions in restraining seawater and sea life from entering the sewer. Baffle: Brannan CSD does not currently have a baffle for floatables control. The 2019 AAR recommended installation of a baffle.
Structural Rehab: Annual inspection of the outfall has revealed that the structure exhibits concrete degradation and spalling, exposed rebar and biological growth. The following issues need to be addressed to meet Health, Safety & Security LOS goals: The access ladder into the outfall is missing the bottom rungs. 10037246 Seacliff No. 2 PS & FM Upgrade
The project will rehabilitate Seacliff No. 2 Pump Station (S2S) and Force Main and improve its operational performance and reduce CSD activations. The scope of work for S2S includes replacement or rehabilitation of: electrical equipment, power service, generator system, level monitoring system, process equipment, buildings, wet wells, and surrounding site. The existing force main which conveys flows from S2S to Richmond Transport Tunnel will also be upgraded.
$20
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
Seacliff No. 1 PS & FM Upgrade
Seacliff No.1 PS was constructed in 1929 and operates in dry and wet weather via two pumps. An 8-inch diameter force main (930 LF) connects the pump station to a sewer on El Camino Del Mar Drive that drains to the Richmond Transport Tunnel. Overflows from the sump drain to China Beach via CSD 005. Due to its age, condition, and opportunity for water quality benefits through upsizing the station's capacity, it is recommended that Seacliff No.1 Pump Station and force main be replaced. This would include:
replacement of pump station; Replacement of 8-inch force main (930 LF); installation of flow monitoring devices for post-storm evaluation; installation of floatable controls at the overflow structure to CSD 005; connection from new pump station to CSD 005; consider installing a redundant pump for 'n+1' redundancy during wet weather and consider provisions for wet well isolation for maintenance and inspection, if feasible; cecommissioning existing pump station. As the current site is partially on Federal/GGNRA property, locating a suitable site requires additional coordination with the Real Estate Division. 10037303 Sunnydale PS Safety Improvements
This project's scope aims to address the following health, safety, and security issues at Sunnydale PS - Address safety risks from groundwater intrusion, including repairing structural de³ciencies, including cracks and leaks; Upgrade and repair corroded equipment and appurtenances inside manifold room (including piping, PRVs, lighting, instruments, equipment); Address water leakage in manifold room and Motor Control Center (MCC); Address water intrusion from conduits package connected to PG &E transformer; Repair leaking door; Perform electrical repairs; Replace corroded HVAC equipment damaged by water intrusion. Address Security Concerns, including installing new security signage and upgrading lighting to dusk-activated LED lighting; Upgrade card readers and door contacts at all perimeter doors; Add interior presence sensing, connected to an intrusion detection panel and alarming to security; Furnish, install and con³gure video recording servers, management server and analytic servers including uninterruptable power supplies (UPS); Install video camera units and local recording. 10037325 Admin Bldg (NPF 930) Evaluation & Interim H&S Improvements This project involves an evaluation of NPF 930 to provide safe working conditions for employees. The interim rehabilitation components will be identi³ed during the planning, but as a basis, the following items are assumed: Interim structural repairs; Replacing roll-up doors, UPS for the emergency lighting system, and elevator; Rehabilitate HVAC system; Electrical improvements on Southside buildings; Assess and replace crane, if needed; Evaluate area and use of dewatering sump pumps; Replace pumps, piping, valves, and EI&C; Inspect and replace guardrails/handrails; Install ³re sprinklers, alarms, and exit lighting; Replace and install new lighting.
10037330 Primary Treatment (SEP 040/041) H&S Improvements This project will address inadequate ventilation issues, and health and safety concerns, at Southeast Plant buildings 040/041. Extensive cracks and exposed rusted rebar have been observed along the building's walls and joints. Overhead building structural supports are corroded and could potentially fail, and interior columns appear to be insuf³cient for lateral load transfer. To address these issues, this project will remove the superstructure housing the sedimentation tanks to create an open-air process facility with covered tank openings and an associated odor control system. Replacement and relocation of the utility lines and reconnection to existing equipment is also needed. Furthermore, the existing control room and MCC room (SEP 043) that resides between SEP 040/041 will be effected, and relocation or retro³t would be needed.
SEP 040, 041, and 043 are all located within the Southeast Treatment Plant Streamline Moderne Industrial Historic District. SEP 040/41 are considered structures that contribute to the historic district, although they are not individually eligible historic resources. As the objective of the project is to demolish the superstructures of SEP 040/041, impacts to these historic resources are unavoidable. $21
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
10037331 Maintenance Building (SEP 940) Interim Improvement Building 940 is a critical interim project for the Southeast Plant. This is an interim project while the long- term vision and improvements under the SEP Campus Plan is being developed. The following improvements form the basis of this project, space will be modi³ed to include interim Electrical and Instrumentation and Controls (I&C) shop areas; HVAC Improvements including evaluation (and installation as-needed) of wet grinder ³ltration system, condensing unit, and welding exhaust system); and, H&S Improvements (emergency lights, signs, trip hazards, safe roof access). 10037353 SEP 550 Booster PS Condition Inspection & Interim This project includes condition assessment of the influent channel and wet wells (con³ned space entry), This project includes condition assessment of the influent channel and wet wells (con³ned space entry), as well as a budget allowance to perform concrete rehab on two wet wells and minor repairs to the influent channel. A ³rmer estimate to complete the repairs will depend on the results of the inspection. To inspect the influent channel, work must occur during dry weather and the plant must either be shut down or treated effluent diverted to Quint Street Outfall (QSO). Shutdowns may last up to 8 hours, and coordination/approval is needed with the Regional Water Quality Board to allow diversion through QSO.
Mechanical equipment rehab is also included as part of the interim improvements. These include replacing (2) sump pumps (SE550SP1 and SE550SP2), water heater (SE550H, air relief valve, booster pumps, and all Variable Frequency Drives (VFD) (4).
10037733 Solids Thickening (OSP 011) Process Upgrade
Depending on the status of the R&R project (CWWRNRTFA8) to replace the GBT with RDT, an alternatives evaluation should be performed to con³rm the selected thickening technology. As a basis, this project assumes replacement of the two remaining GBTs and installation of two new RDTs that can thicken a combination of primary sludge, waste activated sludge, and secondary scum. The scope of the project also includes the replacement of corroded pipe, room ³xtures, demolition of the existing units and ventilation improvements, such as: Demolishing the two existing GBTs; Installing two new RDTs and associated controls; Replacing the three existing washwater booster pumps, piping, and appurtenances; Installing hot water lines, redundant primary scum skimmer, ventilation system, two ³xed hydrogen sul³de sensors in the Gravity Belt Thickener Room, new ultrasonic pulsar level sensor in the TPAS tank and improving the mixing system in the tank; Redesign the drains on existing and new drum screens; Replace the three thickened sludge pumps, corroded pipes, window frames, doors, floor gates, and tiles; Upgrade electrical components and DCS control of the new system; Address residual thickening area odor issues that were not addressed by the OSP Ventilation (HVAC) Upgrades Project. 10037734 OSP Plant-wide Ventilation (HVAC) Upgrades
A wide range of HVAC-related improvements were identi³ed as part of the OSP Condition Assessment Repairs Project. It was determined that a plant-wide air handling performance evaluation be conducted to determine if the ventilation systems are meeting requirements and to better identify needed HVAC improvements. OSP 011: Replace inadequate duct supports in OSP 011 hallway areas; Duct supports within exhaust fan room at OS70EF1-1 thru -3 and OS70EF1-5 and -6 needs to be refastened/replaced; Coordination of HVAC evaluation, design and construction under the OSP Solids Thickening Process Upgrades project. OSP 530: Assess ventilation issues if keeping the temporary chemical station from the Recycle Water Project. OSP 620: Replace all HVAC equipment. Based on results of the plant-wide air handling performance evaluation, make provisions for increasing air ventilation rates in order to declassify area from Class 1 Division 1 to Class 1 Division 2; Replace Fiberglass Reinforced Plastic (FRP) ducts in digester basement serving fans 70EF19-1, 2. Replace HVAC equipment at OSP 042, OSP 230, and OSP 930.
$22
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
10037735 Admin Bldg (OSP 930) Health & Safety Improvements This project involves an evaluation of NPF 930 to provide safe working conditions for employees. The interim rehabilitation components will be identi³ed during the planning, but as a basis, the following items are assumed: Interim structural repairs; Replacing roll-up doors, UPS for the emergency lighting system, and elevator; Rehabilitate HVAC system; Electrical improvements on Southside buildings; Assess and replace crane, if needed; Evaluate area and use of dewatering sump pumps; Replace pumps, piping, valves, and EI&C; Inspect and replace guardrails/handrails; Install ³re sprinklers, alarms, and exit lighting; Replace and install new lighting.
10037777 OSP & WSPS Security Enhancements
The project involves upgrading card readers and door contacts at all perimeter doors and ensuring proper operation; Replacing and furnishing gate and gate operator including structural support, electrical power, and controls; Adding protective cages around outdoor chemical and electrical equipment, including an allowance for replacing/repairing the existing perimeter fence and fence support as needed; Furnishing, installing and con³guring servers for video recording, management, and analytics; Con³guring security ³ber optic connectivity and adding video camera units and local recording; Establishing prune landscaping, adding new security signage, and upgrading lighting to dusk-activated LED lighting; Adding interior presence sensing connected to an intrusion detection panel and alarming security. 10037904 NPF & NSS Security Enhancements
The components of the project include upgrading continental card reader access control; Replacing and furnishing gate and gate operator including structural support, electrical power, and controls; Adding protective cages around outdoor equipment, and repairing/replacing perimeter fence; Furnishing, installing, and con³guring servers; Con³guring security ³ber optic connectivity and adding video camera units; Adding signage, lighting, and pruning landscaping; Provide interior presence sensing connected to intrusion detection panel.
10038353 NPF DCS Upgrades (Construction)
For Environmental Approval, Environmental Management Group has determined upgrades to the DCS Controls involves primarily computer hardware and software which do not fall within the de³nition of a "project" under CEQA because there would be no physical change in the environment. For Bid Advertisement, the project delivery method for this project is Progressive Design-Build with pre-design/ design components. Construction NTP represents start of fabrication/manufacturing. Distributed control system (DCS) equipment and hardware for SSIP contract WW-685R has been delivered onsite at Northshore Pump Station (NSS). DB-126 DCS coordination with the WW-685R team at NSS is ongoing.
Planning and preparations to conduct NSS DCS software operational readiness tests (ORT) with WWE in the upcoming quarter were performed.
10038373 SEP Booster PS & BFS Security Enhancements
The project involves, upgrading card readers and door contacts at all perimeter doors and ensuring proper operation; Replacing and furnishing gates and gate operators including structural support, electrical power and controls; Adding protective cages around outdoor chemical and electrical equipment, including an allowance for replacing/repairing the existing perimeter fence and fence support as needed; Furnishing, installing, and con³guring servers for video recording, management and analytics; Con³guring security ³ber optic connectivity and adding video camera units and local recording; Pruning the landscaping, adding new security signage, and upgrading to dusk- activated LED lighting; Establishing a visitor management system and installing turnstile; Monitoring improvements (e.g. developing mobile tablet security video monitoring capability, establishing a security monitoring center, a tablet-based security incident response $23
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
reporting template and setting up an automatic video archiving process across all Wastewater Enterprise sites); Providing interior intrusion detection of critical assets; Adding interior presence sensing connected to an intrusion detection panel and alarming to security; Upgrading UPS backup power to serve security components; Adding new security signage with "No Trespassing", applicable penal code and emergency contact information; and, adding a main distribution frame (MDF) to BFS SEP Fire Alarm, PA system, business network and radio communications.
10038446 Geary Underpass PS Safe Access Enhancements
This project's purpose is to improve access in and around the Geary Underpass Pump Station, in accordance with the Health, Safety, and Security LOS goal. This includes and assumes the following scopes of work: improve lighting and accessibility for routine maintenance, such as removing and replacing existing pumps; add and/or modify handrail and ladders, and upgrade the guardrail at the well opening. 10038468 System-wide Monitoring Equipment Assessment
The project involves a system-wide assessment of all of WWE's collection system monitoring equipment for dry and wet-weather operations, reporting and other related functions. The project scope will perform a desktop-based gap analysis to document existing monitoring equipment location, condition, and reliability and compare ³ndings against WWE's long-term vision. The assessment will provide recommendations for replacement, relocation or consolidation of sensors, calibration needs, technology upgrades related to power and communications, new installations, additional access, and other recommendations. The assessment will also include a long-term maintenance plan for all sensors. As an allowance and a starting point, the project cost assumes replacement and conversion to wireless communication for existing sensors at to-be-determined collection system locations. An additional allowance is also included for reliability improvements at other collection system locations based on the assessment results. 10038469 Pump Station Security Upgrades (Cesar Chavez, GFS,CHS, MMS) A security evaluation was performed in 2017 to identify the security risks of various Wastewater Enterprise facilities and assets. The evaluation identi³ed security improvements based on security vulnerability (factoring in location, signage, perimeter protection, lighting, surveillance, and access). Based on the evaluation, the following pump stations are included in this project: Cesar Chavez Pump Station, Grif³th Pump Station, Channel Pump Station, and Merlin Morris Pump Station. A summary of the scope is below (details can be found in "SFPUC WWE Security Evaluation Matrix (September 2017)". 1. Cesar Chavez Pump Station: Upgrade card readers and door contacts; Add interior presence sensing; connected to an intrusion detection panel and alarm security; Replacing perimeter fence; Add protective cage around outdoor chemical/electrical equipment; Install video recording servers, management server, and analytic servers including UPS; Con³gure security ³ber optic connectivity back to SEP; Upgrade lighting; Add new security signage. 2. Grif³th Pump Station: Add bullet-resistant glass at perimeter windows; Upgrade card readers and door contact; Add interior presence sensing, connected to an intrusion detection panel and alarm security; Install two new gates, replace gate and gate operator at one location, including structural support and electrical power and controls; Replace perimeter fence; Add protective cage around outdoor chemical/electrical equipment; Install recording servers, management server, and analytic servers UPS; Upgrade lighting; Add new security signage; Add video camera units and local recording. 3. Channel Pump Station: Repair card reader operation at swing gate; Repair any door contacts requiring upgrades; Upgrade card readers Add interior presence sensing, connected to an intrusion detection panel and alarming to security; Replace gate and gate operator at one location including structural support and electrical power and controls; Replace perimeter fence; Install video recording servers, management server, and analytic servers including UPS; Install wireless mesh network; Con³gure security ³ber optic connectivity back to SEP; Upgrade lighting; Add new security signage; Add video camera units and local recording. 4. Merlin $24
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
Morris Pump Station: Add new security signage; Upgrade lighting; Convert roof and perimeter fencing to be non-porous to protect staff from freeway debris and safety and security risks posed by the public. 10038471 Folsom Area Stormwater Imp. Project Phase 2
The Folsom Area Stormwater Improvement Project (FASIP) will provide stormwater conveyance improvements to the neighborhood surrounding 17th and Folsom Street. The project is being developed based on the alternative chosen in the NAR/AAR report and further re³ned in the CER and during the initial design process. Major components of the project consist of a tunnel to convey stormwater flows from the neighborhood surrounding 17th and Folsom to the Channel Consolidated Transport/Storage Box, and upsizing of existing combined sewer pipes and boxes upstream of the new tunnel. This is Phase 2 of the project, Phase 1 (DB14) covers through the Design Phase, which is anticipated to be complete in December of 2023. This Phase 2 of the overall project covers Bid and Award through the Construction. 10038547 CSD Structure Rehab & Upgrades - Part 1
This project encompasses improvements at CSD structures in response to structural deterioration.
Detailed condition inspection and/or assessment would reveal the actual improvements required. In general, the scope of this project is structural rehabilitation of the following CSD Structures: CSD 001 Lake Merced; CSD 011 Laguna; CSD 018 Howard; CSD 022 Third Street; CSD 023 Fourth Street North; CSD 027 Sixth Steet South; CSD 028 Fourth Street South; CSD 029 Mariposa and CSD 037 Evans. 10039193 Gaseous Oxygen System (OSP 011) Upgrades
The appropriate technology and alternative would be explored in the project's planning phase, but as a basis for this project, replacement of the PSA units with vacuum pressure swing adsorption (VPSA) units is assumed. PSA reduces the desorption pressure compared to VPSA, which allows for a higher percentage of available oxygen to be recovered and less air to be processed. This project includes the replacement/upgrade of the existing gaseous oxygen (GOX) system at OSP as detailed below: 1.
Demolish/remove the three (3) existing 10 ton per day PSAs 2. Install two (2) new 10 ton per day VPSAs 3.
Replace the GOX line connecting the VPSAs to the OSP 200 Aeration Basins 10039251 Sedimentation (NPF 040/041) Tanks Condition Improvements The project will perform condition improvements and upgrades to the sedimentation tanks, which includes the following: NPF 040 & NPF 041 Sedimentation Buildings No. 1 & 2: concrete structural rehabilitation; Replace doors in poor condition; Evaluate HVAC, ventilation and install a new heating system for locker rooms; Replace hot water system; Building structural repairs; Address NFPA 820 area classi³cation issues; Rehabilitate locker rooms; Repair/replace deteriorated piping, and other corroded metallic components; Upgrade stairs and hand/guardrails; Provide no-flow cutoff for sludge pumps; Replace building sump pumps and air compressors in NPF 041; Upgrade NPF 041 server room; Remove abandoned-in-place equipment. NPF 043 Grease & Scum Removal Building Improvements: concrete structural rehabilitation; Building structural repairs; Replace roll-up doors. NPF 060 Sludge Control Building (including NPF 061, NPF 062, NPF 063, NPF 064) Improvements: concrete structural rehabilitation; Building structural repairs; HVAC/ventilation upgrade; Replace doors, a dewatering pump, sump pumps, elevator, and MCC; Remove abandoned-in-place equipment; Modernize control room and "lab" room. 10039310 Secondary Clarifiers (SEP230) Rehabilitation
The components of the project at SEP 230 for the remaining eight clari³ers include performing inspections of con³ned spaces considering operational constraints; Rehabilitating concrete, repairing and coating, including patching and coating for basin areas exposed to wet weather conditions; Replacing collector mechanisms, sludge collectors, and drives; Inspecting mixed liquor dewatering gates and replacing as $25
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
needed; Evaluating mixed liquor system (including assessment of the ventilation; the mixed liquor channels are covered but do not have ventilation which may be causing concrete corrosion issues); Replacing area lighting with watertight ³xtures (LED lighting has corroded); Coordinating with plant-wide door contract on updates associated with SEP 230; Increasing pedestrian safety adjoining vehicular access areas (includes repaving, regrading, and striping).
10039505 New Trades & Maintenance Buildings
The project involves the following components, Interim Facilities Removal of SEP 850 requires relocation of the building occupants and its facilities to interim space. Interim of³ce space and shower facilities are required to support the larger work of developing the Campus. This will include further evaluation on the reuse of 1800 Oakdale and replacement of trailers at SEP. Funding includes site preparation and installation of temporary structures. Demolition of SEP 850: Site clearance includes demolition of SEP 850 and trailers at SEP 850. Demolish of SEP 850 includes boiler that serves SEP 930, requiring installation of local hot water solution for SEP 930. New Trades and Mechanical Maintenance Buildings (SEP 603 and 914): The project will replace SEP 850 and the adjacent parking lot at Jerrold and Phelps, an area just under one acre, with two new buildings, SEP 603 and SEP 914. Building SEP 603 is a single story, 9,800 square foot, Mechanical Maintenance building for crews 402, 402, and 404 shops. Building SEP 914 is a two-story, 28,250 square foot building, consisting of shops for Painters, Carpenters and Plumber on the ground floor and shower and locker facilities on the second floor. 10039608 Buchanan Street Mall
The Buchanan Street Mall Neighborhood GI Project is located in the Western Addition Neighborhood and includes two major components: The Buchanan Street Mall Core Project - these components are centered on the Buchanan Street Mall, led mainly by RPD. This core project manages runoff from the mall and some adjacent streets that flow to the mall; The Neighborhood Projects – additional neighborhood-scale components that include adjacent streets and parcels, led by SFPUC. In addition to the stormwater performance metrics, the project produces additional bene³ts: Manage up to 7 acres of DMA; Integrate multipurpose GI in the Buchanan Street Mall; Maximize stormwater performance through management of adjacent parcels and street runoff; Explore a new design approach for street GI that combines impervious removal and bioretention; Deliver neighborhood-scale placemaking co-bene³ts in one of San Francisco's identi³ed disadvantaged communities. In FY 21/22, the project scope expanded to include the rehabilitation of brick sewers within the mall.
10039682 Flood Resiliency Planning
This project includes funds for pre-planning the development of identi³ed and potential new flood resilience programmatic strategies, including Flood Resilience Programmatic Strategies – technical work to support programmatic flood resilience strategies. This work includes mapping and modeling. Floodwater Grant Program Update Development – technical support to inform program structure updates, development of materials, and other program development efforts needed to support the increased allocation for the Floodwater Grant Program (full program to be funded in FR02). Flood Resilience Planning Studies and Implementation Support - If the Upper Islais Creek Watershed Plan (UICWP) alternative plan for the Lower Alemany area is approved, this work will support the ongoing implementation of the plan over the next 2 years. This will also cover additional requests for flood resilience studies or coordination efforts with City or other agencies.
10039811 SEP Condition Improvement Projects - Part 1
Project involves relocation of Sodium Bisul³te Tanks (SEP 515) to the vicinity of the effluent disinfection location (SEP 521/522). Scope of work consists of: geotechnical/structural analysis to support the new $26
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
bisul³te tanks and other ancillary systems. Electrical, controls and mechanical piping for the new bisul³te chemical injection system is also included in the scope of work. Project funding covers only planning and design phases.
10040591 Program Management - PM02
This project includes replacement of the existing, outdated digester and solids handling facility at the Southeast Water Pollution Control Plant. The new facility will be designed to produce a higher level of Biosolids quality (Class A), minimize the operation and maintenance demands, provide control to meet the level of service, odor and visual impacts of operations on the surrounding community, and provide seismic and structural upgrades.
CWWLID01 Cesar Chavez Green Infrastructure
The purpose of this streetscape and sewer improvement project, which focused on the segment between Guerrero Street and Hampshire Street, was to improve the safety, aesthetics, and infrastructure and transit ef³ciency of the corridor. This project also turned Cesar Chavez into a sustainable Zgreen street[ by increasing the number of street trees, implementing Low Impact Development (LID) practices, and installing stormwater planters to add green landscaping pockets and provide for stormwater management.
The project widened the existing median to allow for many more street trees and landscaping; provided left turn pockets for turning vehicles; widened the sidewalk at the corners; and upgraded the street lighting along the corridor to LED to provide brighter, whiter light and reduce energy consumption. Permeable paving and bioretention were also integrated into the street design. This strategy fuses infrastructure with urban design, allowing the streetscape to become part of the solution to drainage problems. This project has been completed.
CWWLID02 Islais Creek Green Infrastructure
This project will incorporate green stormwater management into an urban design to meet the neighborhood’s needs and the stormwater performance goals for the Islais Creek watershed (i.e. manage the ³rst 0.75 inch of rainfall for a 5-year, 3-hour storm event within the drainage management area). The project will also provide secondary bene³ts by creating new plazas that can serve as neighborhood gathering spaces, greening of the neighborhood by adding more vegetated areas within the right-of-way (ROW), and adding curb bulb-outs to enhance pedestrian and bicyclist safety. Additional work includes construction of bioretention and pervious concrete plazas, construction of permeable pavement parking strips, and developing parking spaces and traf³c lane con³gurations based on recommendations from SFMTA & SF Planning.
GI-1 Balboa High School Regional Runoff Reduction Project The regional stormwater project is centered around Balboa High School in the Balboa Park Neighborhood.
In addition to the stormwater performance metrics, the considerations that led to this project being selected as the preferred regional Green Infrastructure (GI) site in Cayuga include: Ideal location relative to surrounding flood risks; Positive synergy with providing a solution to historical flooding in the basement of the high school; Quantity and location of impervious area relative to irrigated open space; Supports level-of-service (LOS) by providing bene³ts to a disadvantaged community; Synergy with Balboa Park Area Plan by the San Francisco Planning Department. This Project involves regional stormwater collection from San Miguel Child Development Center, Civic Center Secondary School, James Denman Middle School, as well as the Balboa High School campus itself.
GI-3 Regional School/Park: Giannini Middle School
AP Giannini Middle School is located above the Westside Groundwater Basin and has well draining soils. $27
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
The project site is 8 acres of mostly impervious roofs and pavement including over 2.5 acres of play yard.
There is an opportunity to remove impervious paving to promote in³ltration while greening the school yard.
Green infrastructure BMPs such as permeable paving, bioretention planters, and in³ltration trenches will be installed to reduce the volume and rate of water entering SFPUC's sewer system.
LDS-6 Geary BRT Sewer Improvements - Phase 2 (CON)
This project includes planning, design, and construction of the proposed sewer work in coordination with the Geary BRT Phase 2 project. The 38 Geary bus service delivery currently relies on a motorcoach with bus stations closer to the curbs. The proposed side-running dedicated lanes on Geary Blvd. may impact SFPUC's future replacement or repair of the existing sewers. The age, materials and past condition assessment of sewers were considered to determine the proposed sewer replacement scope. It is assumed that SFPUC would prefer replacing all aging brick sewers and other inadequate sewers that need repair or replacement. The preliminary project estimates are based on the assumption that 78% of the existing sewers need replacement, where 40% of the existing sewers are over 90 years old. Condition assessment will determine the replacement needs of the remaining 22% of the sewers, and cost will be adjusted accordingly. Sewer replacement work is recommended along Geary corridor and the cross streets intersecting Geary. Some of the sewers along the cross streets were replaced in or after 1997. About 11% of the sewers have been identi³ed for replacement. The proposed replacement is assumed using an open trench construction technique using equivalent pipe sizes. A condition assessment is recommended for all sewers along the Geary corridor within the project limit for a trenchless rehabilitation assessment.
OSP-12A Grit Removal (OSP 011) Upgrades - PLANNING
This project is a continuation of the efforts previously completed through the OSP Fine Screen and Grit Removal Enhancements Project through CER and includes an analysis to con³rm/validate the design alternative selected. This analysis should also consider any recent sedimentation assessment and cleaning program.
OSP-1A Westside FM Reliability Project - PLANNING
For the redundant force main, the proposed alignment from AAR is Alternative 1, which is approximately 2,765 total linear feet and requires a short overall pipeline length. This alignment mainly runs west from the connection point then south and parallel: either west of the existing force main within the paved outer northbound lane in the Great Highway or east of the existing force main within the east shoulder of the Great Highway, then turns east to connect to the headworks at OSP 011. This project will advance the existing AAR through CER, and in the process, also consider risk mitigation strategies with continuing operation of the existing Westside Force Main. Details of the CER will form the basis for Project OSP-1B:
Westside Force Main Reliability Project – Design and Construction.
OSP-5 OSP Odor Control Upgrades
Speci³c work includes Primary Odor Control System Improvements: Covering influent and effluent channels in OSP 042. The primary clari³ers would remain open and uncovered; Refurbishment of the existing Odor Control Units (OCUs) serving OSP 042; Installation of heating coils to pre-heat the foul air extracted from below the covered channels, OSP 042 building space, and the aeration basin channels prior to treatment through the OCUs; Other miscellaneous improvements include new variable frequency drives (VFDs) at the supply fans, new odor control fans with VFDs, duct repairs at odor control fans, replacement of fan differential pressure switches and automated ventilation modulation. Secondary Odor Control System Improvements: Sealing the inlet weir channel openings and effluent channel openings with aluminum checker plate hatch covers. The secondary clari³ers would remain open and uncovered; The air from the channel head spaces would be extracted and treated by two existing OCUs. The room air will $28
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
contain very low odor/moisture concentrations and be transferred to OSP 530 as makeup air and then exhausted outdoors without treatment. A heating coil will be installed to pre-heat the foul air prior to the OCUs; Other miscellaneous improvements include new VFDs at supply fans, a new odor control fan, new space exhaust fans with VGDs, rebalancing existing odor control fans, blank-off plates at existing ductwork, replacement of motor control center (MCC) exhaust fan along with associated ductwork and disconnect switch, replacement of fan differential pressure switches and automated ventilation modulation. Replacement of High Head Loss Fittings: Replacement of two rectangular elbows in a Z-type con³guration which supplies HVAC air to the second floor Gravity Belt Thickening Area in OSP 011 with two smooth radius elbows with a splitter vane.
OSP-6 OSP Communication & Safety Monitoring Upgrades
Fixed Gas Monitoring Systems: Fixed gas monitoring is to be added within the following OSP process areas.
The systems should follow the standards and speci³cations included in Project WW-559R - SEP Fixed Gas Monitor Upgrades, and will include DCS connections, horns, beacon lights and other noti³cations. OSP 011:
1. Install two (2) ³xed hydrogen sul³de sensors in the Influent Channel Room (OSP 011-107). 2. Install two (2) ³xed ammonia sensors in the Screw Press Room (OSP 011-207). OSP 042: 1. Install four (4) ³xed hydrogen sul³de monitors in the Primary Clari³er Building. OSP 230: 1. Install Two (2) ³xed hydrogen sul³de sensors in the Secondary Clari³er Building. OSP 620: 1. Relocate ³xed gas monitoring system noti³cation locations which are currently considered to be located to close to potential gas sources. 2.
Modernize Elevator OSP 930: 1. Modernize 930 Freight Elevator and upsize capacity from 6000-lbs to 8000-lbs Public Address System / Emergency Evacuation Noti³cation System: 1. Replace the existing Public Address System at OSP which is old and in disrepair. 2. Replace the existing Emergency Evacuation Noti³cation System at OSP which is old and in disrepair. 3. Install repeaters at Westside PS and replace existing repeaters (loss of communication outside of plant for radios). Fire Alarm System: 1. Replace the existing Fire Alarm System at OSP and WSS which are old and in disrepair. Improvements to the WSPS and OSP radio communication systems are planned to be completed in the R&R program and should be tracked accordingly.
OSP-8 OSP DCS Upgrade (Construction)
This project will replace the aging control system infrastructure at OSP and other satellite wastewater facilities like WSS as the existing DCS equipment are obsolete. The upgrades include converting all existing DCS, Wonderware HMI, and programmable logic controllers (PLCs) to Emerson-based systems as speci³ed by the Facility-Wide DCS Control Upgrades Project, and upgrades to OSP's aging control panels, annunciator panels, sensors, disconnect switches, bare grounding wiring and control devices. The DCS supplier will provide design and installation services. In addition to the needed DCS upgrades to the speci³ed Emerson-based systems, a wide range of DCS-related improvements were identi³ed as part of the OSP Condition Assessment Repairs Project. These are listed below, but should be further evaluated during planning and design by the DCS Contractor. OSP 011 Building: Replace local control panels LP-02-2, LP-03-3, LP-12-1. Replace control panels CS-02/03-1, CS-47-1 and CS-47-3. Replace panel FP12-1.
Refurbish CP-1, CP-9, CP-10, CP-12, CP-14, CP-15 and CP-19. Replace 25 standard disconnect switches in the Bar Screen Room. Replace 20 Class 1/Division 1 disconnect switches in the Bar Screen Room. OSP 042 Primary Clari³ers: Replace 21 disconnect switches and all bare copper grounding wire. OSP 200 Aeration Tanks: Replace/Refurbish control panels CP-2 and CP-3 with new annunciator panels and LED lights. Replace existing FP-10-1 next to CP-3. This aeration panel has a PLC and internal relay boards that are identical to the FP12-1. OSP 230 Secondary Clari³ers: Replace local control panel (CP-13) and refurbish the annunciator panel. OSP 620 Digestion Operations: Replace control panels CP-22, LP-47-20 and Day Tank Bubbler Panel for code compliance. Please note that these control panels may not require replacement if ventilation improvements are made which result in an electrical reclassi³cation of the OSP $29
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
620 area. Recycled Water Facility: Interface with the PLC.
PS-17 CHFM Inspection and Rehabilitation - Southern Portion According to the Operational Reliability LOS Goals, all major dry weather force mains (ADWF 1 mgd) should have the operational flexibility to perform maintenance, and that dry weather force mains conveying to treatment plants shall also have provisions to convey design flows following an unplanned outage. In addition, assets should be maintained in good working order. This project allows for the internal inspection of the CHFM south of the intertie structure to SEP, which is assumed to be performed by a multi-sensor remote operated vehicle (ROV). It is assumed that the ROV will contain video camera, sonar, and lidar data capture equipment. Once the condition of the facility is evaluated, the design and construction for the required level of rehabilitation will be performed. The assumed rehabilitation budget assumes cured-in- place lining (CIPL) for the entirety of the 2,600-foot length. $30
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
APPENDIX A. PROJECT DESCRIPTION6
FI
Facilities and Infrastructure Program
10015546 New Treasure Island Wastewater Treatment Plant The objective of the project is to build a new wastewater treatment plant that will provide reliable service for the Treasure Island residents and meet the recycled water demands of the future redevelopment on the island. The existing facility was built by the United States Navy over 50 years ago and is past its useful life and no longer reliable. The existing facility is also not capable of providing recycled water and meeting the needs of the residents on the redeveloped island.
10015554 Ocean Beach Climate Change Adaptation Project
Chronic erosion problems along Ocean Beach south of Sloat Boulevard have been threatening City and County of San Francisco (CCSF) assets since the late 1990's. The city, via Public Works, declared erosion emergencies 3 times in 15 years in order to place stabilization measures (i.e., large rock revetments and sand bags) on the beach. Those measures ultimately impeded safe public access and affected habitat.
These actions precipitated intense political pressure, including litigation, on CCSF to remove the revetments and improve access to the beach. In addition, the Coastal Commission denied CCSF requested permits and required CCSF to develop a long-term management strategy. The project will develop a comprehensive shoreline management and protection plan against bluff erosion and climate change induced sea level rise consistent with the recommendations in the 2012 Ocean Beach Master Plan. The project is necessary to protect the integrity of wastewater assets built to protect public health and the environment, including the Lake Merced Tunnel, the Westside Pump Station and the Oceanside Treatment Plant. The project is one of the ³rst CCSF Climate Change Adaptation projects which is being led by the SFPUC. The Lake Merced Transport Tunnel has a storage capacity of up to 10 million gallons for combined sewage and stormwater flows and is located closest to the section of Ocean Beach most severely impacted from, and most vulnerable to, continued bluff erosion. The tunnel could become structurally compromised if sudden bluff retreat is experienced during a design storm event, resulting in signi³cant environmental and public health impacts. This project will facilitate the development of a comprehensive shoreline management and protection plan in partnership with relevant stakeholders and regulatory agencies to provide a long-term solution to the erosion issue along Ocean Beach, and to mitigate potential impacts to the Lake Merced Tunnel and other critical wastewater assets at this location. 10015556 Southeast Community Center at 1550 Evans
The Southeast Community Center project will serve to address the SFPUC’s commitment to the mitigation measure for the expansion of the Southeast Plant (SEP) by constructing a new community center at 1550 Evans. The project will include a childcare center, café, multipurpose space for meetings, events, and workshops, and co-working of³ce and classroom space for community-based organizations providing workforce development services. It will also include parking and over two acres of landscaped open space, with play areas, an amphitheater, picnic areas and gardens. The new center will provide a wide range of social services supporting workforce development and education for Southeast residents of all ages. 10015557 Southeast Bay Outfall Islais Creek Crossing Replacement The Project Scope includes only condition assessment to document de³ciencies for the portion of the Southeast Outfall (“SEO”) that crosses Islais Creek immediately parallel to, and west of, the Third Street Bridge in San Francisco, CA. Treated effluent from the SEP flows by gravity to the Booster Pump Station (BPS) and then pumped to the San Francisco Bay (“the Bay”) via the SEO. The existing SEO Islais Creek $31
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
crossing is comprised of two ductile iron pipes 36-inch and 42-inch constructed in 1967 and have reached useful life. One of the two crossings was replaced on an emergency basis with HDPE pipe with ballast sitting on the bed of creek in 2020. It is anticipated to utilize R&R funds to extend life of two existing crossing by addressing the potential de³ciencies found during the inspections/condition assessment. 10033820 Southeast Outfall Condition Assessment Rehabilitation The Southeast Outfall (SEO) discharges effluent from the Southeast Plant (SEP) into the San Francisco Bay about 650 feet offshore, east of Pier 80. The goal of the project is to determine the pipeline condition of the onshore force main and offshore outfall components of the SEO system. The project will thoroughly and completely evaluate the condition and remaining life expectancy of the SEO system and implement the rehabilitation solutions to extend the useful life.
10040511 Interim Sidestream Nutrient Removal
The SEP Interim Sidestream Nutrient Removal Project addresses the planning, design, and construction of a new pipeline, treatment facility and supporting infrastructure and utilities, to reliably reduce the nitrogen levels in the wastestream from the biosolids dewatering process at the Southeast Wastewater Treatment Plant (SEP). The Project intends to convert and repurpose the abandoned Dissolved Air Flotation (DAF) tanks at SEP, located south of Jerrold Avenue.
SWOO Southwest Ocean Outfall (SWOO)
This project addresses Oceanside Plant's (OSP) effluent discharge through the 96-inch diameter Southwest Ocean Outfall (SWOO), which extends approximately 4.5 miles offshore from Ocean Beach. The SWOO was put into service in 1986 to accommodate effluent discharges from OSP and the Westside Pump Station (wet weather only). The SWOO was designed to accommodate discharge flows in excess of 400 MGD, but actual flows are far less, even during wet weather events. This project includes the condition assessment of the outfall, as well as an allowance to perform repairs. The condition assessment and repair work should consist of removing sediments from within the pipeline to allow access for a Remotely Operated Vehicle (ROV) internal inspection of the diffuser section to document the pipeline condition and sediment levels. Sediment samples from within the diffuser section of the pipe would also be collected and analyzed; External inspection of the diffuser section of the pipe, including the measurement of the velocity and effluent flow rates at each open diffuser port and the recording of water depths at three elevations at each riser diffuser location; Based upon previous inspection information, new diffuser blanking plates and manhole covers should be installed where necessary to replace missing or corroded plates and covers. $32
APPENDICES Q1-FY2023-2024 (07/01/23 - 09/30/23)
APPENDIX A. PROJECT DESCRIPTION6
RNR
Renewal & Replacement Program
15722 R&R Collection Systems6PDOO'LDPHWHU
The purpose of the Wastewater Enterprise (WWE) Renewal and Replacement Program (R&R) Collection System Small Diameter Sewer project is to maintain the existing functionality of the sewage collection system and address planned and emergency projects for repair and replacement of structurally inadequate sewers. This project consists of the following sub-projects: small diameter (less than and equal to 36-inch) sewer improvements, small diameter (less than and equal to 36-inch) sewer condition assessment, spot sewer replacement. By utilizing an asset management approach, which factors in: physical condition, age, location, risk, public safety, paving schedule and other factors, aging and failed portions of the collection system are identi³ed and replaced.
15724 R&R Treatment Facilities
The purpose of the Wastewater Enterprise (WWE) Renewal and Replacement (R&R) Program Treatment Plant Improvement projects is to maintain the capacity and reliable performance of the wastewater treatment facilities owned/operated by the Wastewater Enterprise. This is a continuing annual program to extend the useful life of the WWE treatment assets. Treatment Facility Wastewater Enterprise Assets include: Transport Boxes, Discharge Structures, Pump Stations, Force Mains, Tunnels and Treatment Plants. The R&R Treatment Facilities projects are prioritized based upon regulatory compliance, condition assessments, Operation staff recommendations and Level Of Service goals. Planned WWE R&R Program Treatment Plant Improvement projects will address aging infrastructure at the wastewater enterprise treatment facility assets. Planned WWE R&R Program Treatment Plant Improvement projects are prioritized based on risk to permit compliance, safety and urgency. The current list of projects includes:
WWE Treatment Facility Repairs: Richmond hypochlorite pipe repair; Southeast Community Facility Hot Water Pipe Repairs; Southeast Building Roof repairs; Oceanside Bar Screen Repairs; Southeast Plant Fixed Gas Monitor Upgrades; Sunnydale Pump Station Adjustable Frequency Drive Upgrades; WWE Recycled Water Station Upgrades; Oceanside Plant Air Compressor Replacements; Grif³th Pump Station Adjustable Frequency Drive Upgrades; Southeast Plant Building 062 Motor Starter Upgrades; and Oceanside Dry Polymer System Upgrades. Project priorities are revisited on a monthly basis.
R&R Collection Systems - Large Diameter
The purpose of the Wastewater Enterprise (WWE) Renewal and Replacement Program (R&R) Collection System Large Diameter Sewer project is to maintain the existing functionality of the sewage collection system and address planned and emergency projects for repair and replacement of structurally inadequate sewers. This project consists of the following sub-projects: large diameter (greater than 36-inch) sewer cleaning and condition assessment, and large diameter (greater than 36-inch) sewer improvements. By utilizing an asset management approach, which factors in: physical condition, age, location, risk, public safety, paving schedule and other factors, aging and failed portions of the collection system are identi³ed and replaced.
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