TO: HONORABLE MAYOR FROM: Kerrie Romanow
AND CITY COUNCIL
SUBJECT: SEE BELOW DATE: September 6, 2022
Approved Date
9/15/22
SUBJECT: 2021-2022 MUNICIPAL REGIONAL PERMIT STORMWATER
MANAGEMENT ANNUAL REPORT
RECOMMENDATION
Adopt a resolution authorizing certification and submittal of the City of San José’s Municipal Regional Permit Stormwater Management Annual Report 2021-2022 to the San Francisco Bay Regional Water Quality Control Board by September 30, 2022, in conformance with the Municipal Regional Stormwater National Pollutant Discharge Elimination System Permit requirements, pursuant to the Federal Clean Water Act.
OUTCOME
Approval of this recommendation will result in submittal of the FY 2021-2022 Stormwater Management Annual Report (Annual Report) to the San Francisco Bay Regional Water Quality Control Board (Water Board) as required by the Municipal Regional Stormwater National Pollutant Discharge Elimination System Permit (Stormwater Permit).
EXECUTIVE SUMMARY
The Stormwater Permit requires the City to submit an Annual Report by September 30 of each year certifying implementation of and compliance with the Stormwater Permit requirements that adhere to the Federal Clean Water Act. The attached Annual Report fulfills the requirement for reporting on activities undertaken from July 1, 2021 through June 30, 2022.
The Clean Water Act and the Stormwater Permit specifies actions necessary to reduce the discharge of pollutants in stormwater into the waterways and municipal storm sewer system to protect and enhance water quality in local creeks and the San Francisco Bay. This is the last report for the five-year Stormwater Permit cycle that became effective January 1, 2016. It includes a wide range of requirements related to green stormwater infrastructure, trash reduction, and polychlorinated biphenyls (PCBs) control measures in addition to other measures. Staff from COUNCIL AGENDA: 9/27/22
FILE: 22-1399
ITEM: 2.9
HONORABLE MAYOR AND CITY COUNCIL
September 6, 2022
Subject: Stormwater Permit Annual Report 2021 - 2022
the Environmental Services Department (ESD) and the departments of Public Works, Transportation, Airport, San José Fire, and Housing in addition to Planning, Building, and Code Enforcement and Parks, Recreation, and Neighborhood Services collaborated to compile this report summarizing compliance efforts citywide. This memorandum highlights the City’s activities supporting compliance with the Stormwater Permit during the reporting period and highlights activities that were planned for FY 2021-2022.
BACKGROUND
Stormwater enters the City’s storm sewer system that is separate from the sanitary sewer system.
Stormwater travels through approximately 35,000 inlets, then is conveyed through approximately 1,130 miles of storm sewer mains, and eventually discharges largely without treatment, through more than 1,700 outfalls, to approximately 136 miles of local creeks and streams and ultimately to the San Francisco Bay. Discharged water is comprised of rainfall, irrigation water, and other water used outdoors along with pollutants that are collected and transported as it flows across rooftops, sidewalks, driveways, streets, and landscaping.
The Federal Clean Water Act requires the City to operate its municipal separate storm sewer system under a Municipal Regional Stormwater National Pollutant Discharge Elimination System permit for the discharge of stormwater to surface waters. The Stormwater Permit specifies actions within a five-year permit term necessary to reduce the discharge of pollutants in stormwater to the maximum extent practicable and essentially prohibits non-stormwater discharges into the municipal storm sewer system in order to protect local creeks and the San Francisco Bay. The Stormwater Permit requires reduction of pollutants to storm drains resulting from routine municipal operations; appropriate site design and treatment measures to manage stormwater runoff quality and quantity from new and redevelopment project sites; inspection of construction sites and industrial and commercial facilities that could potentially contribute to stormwater pollution; prohibition, detection, control, and elimination of illicit discharges; implementation of control methods for pollutants of concern such as PCBs, pesticides, mercury, and trash; and monitoring to track water quality status and trends.
The Stormwater Permit requires the City to submit an annual report by September 30 of each year, documenting performance of required actions and certifying Stormwater Permit compliance. The attached Annual Report follows a standardized reporting template approved by Water Board staff. This standardized reporting template used by all 76 agencies throughout the Bay Area regulated by the permit provides the Water Board with consistent information about permittee compliance. The Annual Report fulfills the requirement for reporting on activities undertaken from July 1, 2021 through June 30, 2022.
Actions to prevent pollution from entering the City’s storm sewer system involve various City operations as well as the daily activities of San José residents and businesses. Collaborative Citywide effort is critical to prevent stormwater pollution and protect water quality and includes partnership with these City departments: ESD; Public Works; Planning, Building, and Code
HONORABLE MAYOR AND CITY COUNCIL
September 6, 2022
Subject: Stormwater Permit Annual Report 2021 - 2022
Enforcement; Transportation; Parks, Recreation, and Neighborhood Services; Airport; San José Fire; and Housing. ESD provides permit oversight and coordinates implementation across the various City departments.
ANALYSIS
Stormwater Permit Implementation Highlights for FY 2021-2022
City departments implementing the Stormwater Permit requirements worked diligently to meet the challenge of conducting compliance activities. Accomplishments during FY 2021-2022 demonstrate the collective efforts of City departments to improve the condition of local creeks and waterways and reduce pollutant loads to San Francisco Bay.
Highlights of key Stormwater Permit implementation activities for FY 2021-2022 and the upcoming year are summarized below.
New Development and Redevelopment and Green Stormwater Infrastructure The Stormwater Permit mandates that new development and redevelopment projects meeting certain criteria include appropriate source control, site design, and treatment measures to manage stormwater runoff pollutants and prevent increases in runoff flows from project sites (i.e., Regulated Project). Compliance is achieved primarily through the development review, planning, and permitting processes by ensuring water quality protection is integrated into new and redevelopment projects.
The Stormwater Permit further requires regular inspections to ensure proper installation, operation, and maintenance of treatment systems. In FY 2021-2022, ESD conducted three Green Stormwater Infrastructure Maintenance Field Guide trainings for 34 Parks, Recreation, and Neighborhood Services staff and eight Resilience Corps members contracted to assist with stormwater treatment measure maintenance. Staff plans to continue conducting in-person training for City maintenance staff in FY 2022-2023.
During the fiscal year, the Public Works department coordinated with stakeholder organizations and agencies to discuss a potential Green Stormwater Infrastructure regional project and green street locations. On March 30, 2022, the City and its consultant GHD presented the River Oaks Stormwater Capture Project 30% design plans to the local community through a virtual meeting.
The City shared the project schedule and explained the biotreatment process. On May 5, 2022, ESD staff trained approximately 65 Public Works and Airport staff on Stormwater Permit requirements.
Trash Load Reduction
The goal of this Stormwater Permit provision is to reduce and eliminate trash passing through the municipal separate storm sewer system to protect uses of waterways to which the system discharges. This provision includes mandatory trash load reduction goals of 90% trash load
HONORABLE MAYOR AND CITY COUNCIL
September 6, 2022
Subject: Stormwater Permit Annual Report 2021 - 2022
reduction by 2023 and a goal of 100% trash load reduction from the municipal separate storm sewer system by 2025. The City’s trash load reduction as of July 1, 2022 was 103.4%.
The City achieved the current reduction through a combination of full trash capture systems; source control actions; a Direct Discharge Trash Control Program; additional creek and shoreline cleanups conducted by non-profit groups; and on-land trash control efforts verified by visual assessments. Each of these program efforts, and the associated trash load reductions are described below. Importantly, these offsets are phased out after June 30, 2025, and the City will need to expand or implement new measures to reduce and prevent trash from entering into the storm sewer system and waterways to meet permit compliance requirements.
Full Trash Capture Device Installation
The City installed, in previous fiscal years, a combination of large and small full trash capture devices to prevent trash from polluting waterways and continued to maintain the devices in FY 2021-2022. Since 2011, the City has installed a total of 27 large full capture Hydrodynamic Separator systems, which are underground devices in the municipal separate storm sewer system that intercept trash. The City currently has 107 Connector Pipe Screens which are small full trash capture devices in storm drain inlets that retain trash and debris in the catch basin, and 88 bioretention treatment systems that remove dissolved pollutants and particulate matter from stormwater runoff and reduce the volume and rate of stormwater discharged. Collectively, these systems treat 13,435 acres of trash generating areas in the City. The City claims a 51.7% trash load reduction credit for full trash capture systems.
Direct Discharge Trash Control Program (DDTCP)
In August 2016, the City received approval of the DDTCP from the Water Board and authorization to receive up to a 15% trash load reduction offset for encampment cleanups. ESD along with the Housing Department, San José Police Department and Parks, Recreation, and Neighborhood Services continue to partner on implementing a DDTCP with the objective to remove trash from significant stretches of Coyote Creek, Guadalupe River, and Los Gatos Creek impacted by homeless encampments. DDTCP efforts include outreach to homeless individuals, cleanup of encampment trash and debris, removal of residual trash from creeks, and patrol of focus areas. In FY 2021-2022, the DDTCP efforts removed 432 tons of trash from creeks. The City is claiming the maximum allowable 15% trash load reduction offset based on the volume of trash removed in FY 2021-2022.
Additional Creek and Shoreline Cleanups
City partners Keep Coyote Creek Beautiful and South Bay Clean Creeks Coalition continued cleanups along Coyote Creek, Los Gatos Creek, and the Guadalupe River. More than 2,300 volunteers participated in 73 creek cleanups led by these partners and removed 164 tons of trash in FY 2021-2022. The City claimed a 10% trash load reduction offset for additional creek and shoreline cleanups and plans to continue this effort in FY 2022-2023.
HONORABLE MAYOR AND CITY COUNCIL
September 6, 2022
Subject: Stormwater Permit Annual Report 2021 - 2022
Jurisdictional Source Controls
The City continues to implement and assess the Single-Use Carryout Bag Ban ordinance that became effective January 1, 2012 and the Expanded Polystyrene Foam Food Container Ordinance that became effective for all food service establishments January 1, 2015. In FY 2021- 2022, staff responded to seven complaints of non-compliance. The City is claiming the maximum 10% trash load reduction credit for its jurisdiction-wide source control programs.
On-land Visual Trash Assessments
The Santa Clara Valley Urban Runoff Pollution Prevention Program conducts on-land visual trash assessments to evaluate changes in the level of trash that could be transported into the storm sewer system. In FY 2021-2022, assessments showed a 16.7% trash load reduction. The results may reflect the impact of City trash control programs such as the Removing and Preventing Illegal Dumping Team, the Anti-Litter Program, and BeautifySJ, in addition to street sweeping, availability of public litter cans, and public outreach.
PCBs Controls
The Water Board has assigned a particularly high priority to PCBs in the Stormwater Permit since urban stormwater is thought to be the primary pathway of new PCBs loads to the San Francisco Bay. Bay-wide, stormwater permittees are required to reduce PCBs loads within the Stormwater Permit term by implementing a variety of control measures including screening for PCBs before demolishing a building. As of July 1, 2019, project applicants must complete PCBs screening forms prior to City approval of building demolitions. Information about the program is available at www.sanjoseca.gov/ManagingPCBs. In FY 2021-2022, the City audited its building permit records and discovered that its tracking method was not capturing a portion of the applicable projects. On May 13, 2022, the City updated the Water Board on the revised number of applicable projects. Although improved tracking of projects and screening forms provide more reliable data, additional discrepancies were identified on the Annual Report. The City must provide documentation to the Water Board of the number of applicable structures that applied for a demolition permit during the reporting year, and a running list of the applicable structures that had materials with high PCBs concentration via the Santa Clara Valley Urban Runoff Pollution Prevention Program Annual Report.
The draft FY 2021-2022 Stormwater Management Annual Report is available on the City website at www.sanjoseca.gov/stormwaterannualreports1
New Stormwater Permit Reissuance
The Water Board adopted a new Stormwater Permit, Order No. R2-2022-0018, effective July 1, 2022. The Water Board has imposed several changes that will impact various City programs with a focus on water quality discharging into City’s stormwater system and waterways. One of the
1 All documents referenced as web links are also available for review in the City Clerk’s Office or the Environmental Services Department. To find a report on City Council Agendas and Meetings website, select the City Council date and item number.
HONORABLE MAYOR AND CITY COUNCIL
September 6, 2022
Subject: Stormwater Permit Annual Report 2021 - 2022
most concerning modifications implemented is the requirement that all private parcels that are in moderate, high, or very high trash areas and that drain directly to public storm drain inlets shall be equipped with full trash capture systems or equivalent actions by July 1, 2025. Also, trash load reduction offsets will be phased out after June 30, 2025. The City will need to expand or implement new measures to reduce and prevent trash from entering into the storm sewer system and waterways to meet permit compliance requirements. Other permit changes that will be challenging to meet include requiring additional programs to address PCBs loads and a new provision focused on appropriate management actions and data tracking related to water quality impacts associated with discharges from the unhoused community. The new Stormwater Permit also phases out the offsets for meeting trash load reductions Staff will report to the Transportation and Environment Committee in November 2022.
CONCLUSION
The Stormwater Permit requires the City to submit an Annual Report by September 30 of each year, documenting performance of actions supporting Stormwater Permit compliance. Multiple City departments implemented compliance activities summarized in the Annual Report.
EVALUATION AND FOLLOW-UP
Staff will provide an update on the status of Stormwater Permit development to the Transportation and Environment Committee in November 2022.
CLIMATE SMART SAN JOSE
The recommendation in this memorandum has no effect on Climate Smart San José energy, water, or mobility goals.
POLICY ALTERNATIVES
Alternative #1: Do not approve Annual Report to the Water Board.
Pros: None known. The report is primarily a report on past activities.
Cons: To not submit or delay in the submittal beyond September 30, 2022 would put the City at risk of being in violation of the Stormwater Permit.
Reason for not recommending: This Annual Report submittal will fulfill a Stormwater Permit- mandated obligation and maintain City compliance with its Stormwater Permit. This Annual Report represents the best and most complete summation of City activities related to stormwater for FY 2021-2022.
HONORABLE MAYOR AND CITY COUNCIL
September 6, 2022
Subject: Stormwater Permit Annual Report 2021 - 2022
PUBLIC OUTREACH
This memorandum will be posted on the City’s Council Agenda website for the September 27, 2022 City Council meeting.
COORDINATION
The Annual Report was developed by ESD in collaboration with the departments of Planning, Building and Code Enforcement; Public Works; Transportation; Housing; Parks, Recreation and Neighborhood Services; Airport; San José Fire Department; and the City Attorney’s Office. The Annual Report was reviewed by each of these departments to ensure the data and information presented in the report accurately and properly reflects their respective operations.
COMMISSION RECOMMENDATION/INPUT
There is no commission recommendation or input associated with this action.
COST SUMMARY/IMPLICATIONS
There are no direct costs associated with submittal of the Annual Report, as the report summarizes activities that were already funded and have already occurred. Ongoing programs related to the Stormwater Permit are funded primarily through the Storm Sewer Operating Fund (Fund 446). Certain programs discussed in this memorandum that cannot be funded by Fund 446 are funded from the General Fund.
CEQA
Not a Project, File No. PP17-009, Staff Reports, Assessments, Annual Reports, and Informational Memos that involve no approvals of any City Action.
/s/
KERRIE ROMANOW
Director, Environmental Services
For questions, please contact Rajani Nair, Deputy Director, Environmental Services, at (408) 799-7462.
Attachment: City of San José Stormwater Management Annual Report 2021-2022
City of San José
Stormwater Management
Annual Report 2021-2022
Santa Clara Valley
Urban Runoff
Pollution Prevention Program
Cover Pictures
First Row:
1) Guadalupe River after a trash raft cleanup in May.
Second Row:
1) Staff visiting a construction site to learn about treatment control measure installation.
2) Storm drain protected by a compost sock, gravel bags, and a filter mat.
Third Row:
1) Creek cleanup volunteers at Coyote Creek.
2) Sharkie and Staff tabling at Viva Calle at the Municipal Rose Garden in May.
3) Stormwater pump station outlet in Alviso in October.
City of San José
Stormwater Management
Annual Report 2021-2022
September 2022
Acknowledgements
This report was prepared by the City of San José
Environmental Services Department
Watershed Protection Division
In partnership with:
Environmental Services Department: Integrated Waste Management Division Environmental Services Department: Water Resources Division Department of Parks, Recreation, & Neighborhood Services Department of Planning, Building & Code Enforcement
Department of Public Works
Department of Transportation
Department of Housing
Mineta San José International Airport
San José Fire Department
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Certificate Statement
CITY OF SAN JOSE
FY 2021-2022 ANNUAL REPORT
Certification Statement
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted, is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.”
Signature by Duly Authorized Representative:
Rajani Nair Date:
Deputy Director
Environmental Services Department
Watershed Protection
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FY 2021-2022 Annual Report
Permittee Name: City of San José
Table of Contents
Section Page
Section 1 – Permittee Information ..................................................................................................... 1-1 Section 2 – Provision C.2 Municipal Operations ............................................................................... 2-1 Section 3 – Provision C.3 New Development and Redevelopment................................................ 3-1 Section 4 – Provision C.4 Industrial and Commercial Site Controls.................................................. 4-1 Section 5 – Provision C.5 Illicit Discharge Detection and Elimination .............................................. 5-1 Section 6 – Provision C.6 Construction Site Controls......................................................................... 6-1 Section 7 – Provision C.7 Public Information and Outreach ............................................................ 7-1 Section 9 – Provision C.9 Pesticides Toxicity Controls ....................................................................... 9-1 Section 10 – Provision C.10 Trash Load Reduction ......................................................................... 10-1 Section 11 – Provision C.11 Mercury Controls ................................................................................. 11-1 Section 12 – Provision C.12 PCBs Controls ....................................................................................... 12-1 Section 13 – Provision C.13 Copper Controls .................................................................................. 13-1 Section 15 – Provision C.15 Exempted and Conditionally Exempted Discharges ........................ 15-1 Glossary.............................................................................................................................................. G-1 Appendix ........................................................................................................................................... A-1
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Executive Summary
The City is required to submit an Annual Report to the San Francisco Bay Regional Water Quality Control Board (Water Board) documenting compliance with the Municipal Regional Stormwater NPDES Permit (MRP) for stormwater discharge through the City's storm sewer system to waters of the United States. The Report includes sections for each applicable Permit provision and follows the annual reporting format developed by the Bay Area Municipal Stormwater Collaborative (BAMSC) and approved by the Regi onal Water Board's Executive Officer. Each section is comprised of data and narrative to demonstrate the progress and accomplishments related to each Permit element throughout the reporting year.
Although the City also contributes to activities undertaken by the Santa Clara Valley Urban Runoff Pollution Prevention Program (Program) and BAMSC, this report primarily includes information on activities that were performed solely by the City. Program and BA MSC reports are i ncluded by reference.
The following pr ovides an overview of the past year's progress toward addressing each Permit provision.
C.2 Municipal Operations
During this reporting year, efforts under this provision focused on appropriate Best Management Practices (BMPs) to control and reduce non- stormwater and polluted stormwater discharges to storm drains and waterways during operation, inspection, and routine repair, as well as maintenance of municipal facilities and infrastructure.
The City provide s regular train ing to ensu re that appropriate stormw ater BMPs are employed during applicable municipal operations and maintenance activities. Approximately 120 staff Rural Roads Maintenance Training at
Lake Cunningham Park
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attended the Program’s in-person Rural Roads Maintenance Training, which focused on BMPs for sediment and erosion control on rural roads and n earby storm drain inlets. BMPs are implemented during standard operation and maintenance activities to protect storm inlets, catch basins, and nearby waterways. The City also provided technical assistance to municipal staff throug h the Environmental Service s Department intranet site, which includes links to the California Stormwater Quality Association Handbook for Municipal Operations and the BASMAA Blueprint for a Clean Bay and Pollution Prevention Training Program for Surface Cleaners.
The City cleans it s stormwater pump station wet wells annually as part of its maintenance program and removed 76 cubic yards of debris this fiscal year. Approximately 192 cubic yards of debris were removed during the City's annual cleaning of approximately 35,000 storm drain inlets in the public right of way.
C.3 New and Redevelopment
San José's implementation of Permit Provision C.3
continued to focus on the Low Impact
Development (LID) stormwater management
requirements. The City worked with developers to
ensure projects complied wit h LID requirements
by utilizing tools such as the C. 3 Stormwater
Evaluation Form, the Special Projects Worksheets,
and C.3 -related online webpages. Continued
outreach and collaboration between Ci ty staff
and private eng ineering fi rms has supported
compliance with LID Permit requirements.
Additionally, staff continued implementation of
the interdepartmental C.3 Development Review
Standard Operating Procedures to improve
coordination among departmen ts and ensure
stormwater control pl an reviews are
comprehensive and complete.
Development activity remained con sistent in FY
21-22 with the approval o f 53 C.3 "Regulated
Projects". The City approved development
permits for 41 new private-development and 12
public-sector development projec ts that
complied with the Permit by implementing onsite
stormwater treatmen t measures or using
alternative compliance. By comparison, 41 C.3
Regulated Projects were approved in FY 20-21.
As part of its Stormwater Treat ment Measure Operations a nd Maintenance (O&M) Inspection Program, the City inspected 111 out of a total of 544 C.3 Regulated Project sites during FY 21-22 to ensure the proper maintenance and function of onsite stormwater treatment systems. The City achieved this 20% inspection benchmark despite challenges presented by complying with City and County Public Health protocols due to the COVID pandemic. By comparison, the City inspected 92 C.3 Regulated Project sites in FY 20-21 under the O&M Inspection Program.
Approximately one quarter of the sites inspected under the O&M Inspection Program were found to have stormwater treatment systems in good working order. Staff worked with property Bioretention Area along the Guadalupe
Mines Trail.
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managers and property owners to ensure actions were taken to correct iss ues found at the remaining sites inspected. Additionally, the City provided training to the Resilience Corps and Parks, Recreation, and Neighborhood Services (PRNS) maintenance staff on the Green Stormwater Infrastructure (GSI) Maintenance Field Guide. The City also verified proper installation of 198 newly installed stormwater treatment systems under its Stormwater Treatment Systems Installation Verification Program.
During FY 21 -22, the City reached out to several stakeholder groups to discuss potential GSI regional and green street project locations. Staff also held a virtual public meeting to discuss the River Oaks Stormwater Capture Project and presented the project build timeline as well as the biofiltration process. Additionally, staff trained approximately 6 5 staff members on MRP requirements and expectations.
C.4 Industrial and Commercial Site Controls
The goal of the Industrial and Commercial Inspection program is to protect the storm sewer system from polluted discharges originating from commercial and industrial facilities. T he program includes more than 7,700 businesses in its inspection inventory and provides educational materials to business operators describing best management practices to prevent stormwater pollution at their facilities. The City's Business Inspection Plan is designed to direct inspector resources toward facilities with a higher potential to contribute pollutants to stormwater. This prioritization considers the type of business and the compliance history of a facility in establishing inspection frequency.
More than 3,190 inspections were conducted for 2,154 facilities in FY 21-22. Inspectors found and documented 12 actual discharge violations and 983 potential discharge violations. Additionally, the rate of correcting identified violations within 10 business days (or in an otherwise timely manner) was approximately 89%, a 6% decrease compared to FY 20-21.
The City continues to actively participate in the Santa Clara Valley Urban Runoff Pollution Prevention Program's Industrial and Commercial Ad Hoc Task Grou p (IND AHTG). Seven of eight Inspectors attended the annual inspector training.
C.5 Illicit Discharge Detection and Elimination
The City continued to respond to IDDE complaints in the midst of the COVID-19 pandemic, safely providing service, education, and enforcement as needed to resolve violations and protect the storm sewer system, creeks, and Bay from illicit discharges.
The City makes every effort to respond to complaints on the same day they are received, with the goal of responding no later than five business days. The City received and responded to 285 complaints in FY 2 1-22. Approximately 9 5% of violations were corrected in a timely manner.
Complaints in residential, commercial, and industrial areas co mprise the majority of cases that the City investig ates. Common complaint types include sanitary spills or leaks, oil and grease discharges, and vehicle and equipment leaks.
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C.6 Construction Site Control
San José continued to implement a robust construction
inspection program in FY 21-22. City staff from Public Works and Environmental Services completed 1,253 inspections at 144 project sites in FY 21 -22 (compared to 1,599 inspections at 1 82 sites in FY 20 -21). These inspections documented 1 51 violations that resulted in 121 enforcement actions being issued.
Out of the 151 violations, 99% were corrected within 10 days or otherwise considered timely. Inspectors were able to achieve compliance predominantly through Level 1 (Correction
Notice/Verbal Warning) enforcement.
Consistent with the previous year, sedi ment control and good site management were the most common BMP violation
categories. Inadequate BMPs in those two categories made up 93% of the violations issued.
San José's inspection program staff also attended a half-day construction site inspection training workshop conducted by the Program, which covered MRP 3.0 regulatory requirements, construction site BMPs, and Caltrans Erosion Control methods.
C.7 Public Information and Outreach
The City’s public information and outreach program delivers stormwater pollution prevention messages to diverse audiences.
Community outreach and
opportunities for participation in water
quality protection activities are critical
elements for encouraging the public
behavior changes needed to manage
stormwater quality. They also help
foster responsible behavi or and
respect for the environment in future
generations of San José residents.
The City collaborat es with other local
and regional agencies and
community organizations to reach
residents of all ages and interests. The
City offers multilingual literature and
information to its diverse population.
Public education highlights for FY 2 1-
22 include: promoting two
countywide creek cleanup events
through multiple social media posts
on various platforms and attending
multiple community events throughout
Effective BMPs installed at
construction site.
ESD Staff at a community event with Sharkie.
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the city . School -aged youth are a critical audience for outreach and education directed at sustained behavior changes and watershed protection.
The City continued to engage in programs connecting students, teachers, administrators, and school communities with watershed education and green practices , i ncluding virtual and in - person presentations focused on Integrated Pest Management and the City’s Barn Owl Nest Box Program for high school and college students.
The City also actively supported and participated in
Program and Bay Area -wide media relations and
outreach addressing topics such as IPM, mercury,
household hazardous waste, and trash. The City
supported strategy and material development for
the countywide Watershed Watch c ampaign.
Partnering in Program and Bay Area- wide efforts
enables the City to deliver consistent pollution
prevention messages more effectively, frequently,
and economically. In FY 2 1-22, the City continued
its partnership with Major League Soccer's San Jose
Earthquakes to produce outreach messages that
increase awareness and en courage behaviors to
help reduce waste, prevent pollution, an d
conserve water. The Earthquakes partnership made
more than eight million impressions during FY 2 1-22
through mass media campaigns. In addition, ESD
continued its partnership with the San Jose Sharks, a
professional ice hockey team, to raise awareness
and encourage environmental behaviors that
reduce waste and prevent pollution. During the
2021-2022 season, ESD continued the English
language mass media campaign featuring Sharks
players that garne red more than 10 million
impressions of environmental messaging.
A graphic from ESD’s partnership with the
San Jose Sharks that ran in March 2022. The
graphic encourages viewers to volunteer
for a community cleanup..
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C.8 Water Quality Monitoring
Most monitoring activities required in the Permit are
implemented either regionally throug h BA MSC, or
countywide through the Program. However, the City
participates directly in local and regional monitoring
activities to ens ure the collection of high -quality
monitoring data that helps inform management. This
includes City staff participation in various committees, workgroups, and strategy teams for the San Francisco
Bay Regional Monitoring Program (RMP) for Trace
Substances; the B AMSC Monitoring and Pollutants of
Concern Committee (MPC); the BA MSC Regional
Monitoring Coalition (RMC); and the Program's
Monitoring Ad Hoc Task Group and monitoring
projects.
This year, City staff actively participated in planning and reviewing act ivities for the RMP, serving on the
Steering Committee; Technical Review Committee;
Sources, Pathways and Loadings workgroup; Emerging
Contaminant workgroup; Microplastics Workgroup;
and Sports Fish Monitoring team. Through this
participation, the City helped develop work products and prioritize information needs for Regional monitoring
projects. In FY 2 1-22, the City reviewed and provided comments on RMP study reports and RMP Update drafts. Financial support for the RMP is a requirement of both the stormwater and wastewater NPDES Permits, and the City has met this obligation since the RMP's inception.
City staff participated directly in the BA MSC Monitoring and Pollutants of Concern (POC) Committee, which coordinates stormwater monitoring and POC activities regionwide. Staff aided planning and implementation of multiple components of the BA MSC regional monitoring program, including review of the Urban Creeks Monitoring Report, Water Year 2021.
Program and City staff monitoring
Guadalupe Creek.
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C.9 Pesticides Toxicity Control
The Pesticides Toxicity Control provision aims to prevent impairment of urban streams by pesticide- related toxicity. These include requirements to adopt an d implement an Integrated Pest Management (IPM) policy, train staff who apply pesticides, require contractors to implement IPM, and provide public outreach, among others. San José continues to incorporate IPM techniques into City operations as it has for m any years. The City's IPM Policy requires the use of IPM in municipal operations to facilitate reducing, phasing out, and ultimately e liminating the use of pesticides that impair surface waters.
During the reporting year, San José continued to apply proven IPM techniques t o address municipal pest problems.
Techniques employed include grazing for weed control,
training and planting of si te-appropriate, pest resistant plant species in remodeled and/or new parks and City facilities, insect monitoring with sticky and nectar traps, and utilizing Barn owl nest boxes for small rodent control. Staff also required external vendors to review the C ity's IPM policy, SOPs, BMPs, and pesticide lists. Staff communicated expectations on reporting to vendors and solicited i nput to refine the online data entry and record keeping system for chemical
applications and alternative treatment methods. The online reporting system allows for fine detail analysis of common target pests and alternative methods that can be quantified for comparison.
Parks, Recreation, and Neighborhood Services Department (PRNS) continues to evaluate new methods for managing
pests and provides IPM training to staff. Staff continued the use of IPM methods, including goats for weed suppression, flamers in h ardscape areas, and product cycling to reduce pest resistance. The City also employed a variety of less -toxic methods for rodent contr ol, such as recruiting Barn owls to nest and hunt in City parks.
The City's use of pesticides that threaten water quality remains very low. Nearly all reportable active ingredients were applied in ways that did not expose them to potential runoff or limited the potential for that exposure. Nearly all reported use of pesticides of concern was indoors and/or in the form of contained baits.
ESD Staff cleaning a barn owl
nest box at Almaden
Meadows Park.
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C.10 Trash Load Reduction
The Clean Waterways, Healthy City: Long -Term Trash Load Reduction Plan and Assessment Strategy (Long- Term Plan), originally submitted to the Water Board on February 15, 2014, and since updated, serves as a roadmap to help San José achieve the C.10 trash load reduction requirements and the vision of Clean Waterways, Healthy City.
As of July 1, 2022, the City attained 103.4% trash load reduction, an increase of 3.2% from the previous year. The increased trash load reduction percentage is due to the implementation of various trash control measures such as a large number of full trash capture systems, refi nements to the City’s Baseline Trash Generation Map, a comprehe nsive Direct Discharge Program, additional creek and shoreline cleanups, citywide source control actions, and other measures.
The City has installed a total of 27 Hydrodynamic Separators (HDS) , 107 Connector Pipe Screens (CPS) and 88 bioretention treatment systems to date. Collectively, these systems treat 13,435 acres, exceeding the Permit requirement of 895 acres. The City is claiming 51.7 % trash load reduction for full trash capture systems.
The City continued to implement its Direct Discharge Trash Cont rol Program (DDTCP), approved by the Water Board Executive Officer August 3, 2016. In FY 2 1-22, this partnership cleared 4, 978 cubic yards ( 432 tons) of trash from creeks at 1,412 cleanups. See Appendix 10 -4 (DDTCP Progress Report) for more information. The City is claiming a 15% trash load reduction offset for DDTCP cleanups.
The City continued partnerships to
conduct creek cleanups. In FY 21-22,
through a Memorandum of Agreement,
the City partnered with Valley Water to
remove five trash rafts along Coyote
Creek and Guadalupe River comprised
of 87 cubic yards (7.5 tons) of trash and
debris. The City continued its partnership
with Keep Coyote Creek Beautiful
(KCCB) and South Bay Clean Creeks
Coalition (SBCCC) on projects that
mitigate the impacts of trash on Coyote
Creek, Guadalupe River and Los Gatos
Creek. In FY 21-22, the City was awarded
a $3,080,000 EPA San Francisco Bay
Water Quality Improvement Fund grant
funded through June 30, 2025. Gra nt
deliverables include trash cleanup,
prevention, and community outreach
within the Direct Discharge Focus Zones.
A portion of this grant funded KCCB and SBCCC to conduct creek cleanups and community outreach. Together, these groups conducted 73 volunteer creek cleanups and removed 1,890 cubic yards (164 tons) of trash and debris from the City's waterways in FY 21-22. Additional creek and shoreline cleanups in FY 21-22 led by City departments, non-profit agencies and community groups removed 1,629 cubic yards (141 tons) of trash from sites cleaned twice or more. The City is claiming a 10% offset credit toward its trash reducti on requirements for these additional creek cleanups.
A family participates in a Keep Coyote Creek Beautiful
BioBlitz at Kelley Park.
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On-land Visual Trash Assessments are conducted to assess environmental outcomes of control measures other than full trash capture. They provide a qualitative estimate of the amount of trash generated on specific street segments, sidewalks and adjacent land areas that may be transported to a municipal stormwater system and ul timately to waterways. On-land visual trash assessments were conducted according to guidelines in Provision C.10.b.ii.b using a stand ard protocol developed by BASMAA member agencies. FY 21-22 assessments indicated that San José streets were cleaner than in previous years attributing a 16.7% trash load reduction. This increase may reflect expansion of the City's other trash control actio ns including #BeautifySJ, the RAPID Illegal Dumping Program, street sweeping, on-land cleanups, and public outreach.
San José cleaned all 32 creek hot spots at least once in FY 21-22 to a level of "no visible impact" from trash, removing 261 cubic yards (23 tons) of trash. City staff has observed that the volume of trash removed from a hot spot is highly variable from year -to-year and that a generalized trend cannot be discerned across the 32 hot spot locations.
The City continued to implement and assess t he EPS Foam Food Container Ordinance that became effective for all food service establishments January 1, 2015 and the Single-Use Carryout Bag Ban ordinance that became effective January 1, 2012. Creek and river litter surveys, conducted by the Program, have shown
a 69% reduction in the number of bags
found in storm drain inlets and a 78%
reduction in the number of bags found in
creeks. The City estimates an approximate
73% reduction in the amount of EPS foam
food service ware in stormwater. San José is
claiming a 10% trash load reduction credit for
its jurisdiction-wide source control programs.
The 10 3.4% trash load reduction
achieved to date reflects a combination
of approaches to address and revive the
health of the City's urban creeks. The City
intends t o maintain focus on
implementing control measures to ensure
compliance with future MRP trash
reduction targets. This inclu des
continuing partnerships that are essential
to the long -term success and
sustainability of the City's trash reduction
efforts.
South Bay Clean Creeks Coalition volunteers at a
cleanup along Guadalupe River.
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C.11 Mercury Controls and C.12 Polychlorinated Biphenyls (PCBs) Controls
Mercury and PCBs are pollutants with a
tendency to adher e to p articles and
accumulate in fish tissues. Their urban sources
also often co- occur on the landscape. Due
to these similarities, Per mit provisions for the
control of mercury and PCBs in stormwater
are nearly identical.
The City continued its efforts to reduce or
eliminate potential mercury discharges from
municipal operations by purchasing low
mercury content fluorescent lamps and
properly recycling spent lamps.
The San José Environmental Innovation
Center (EIC) offers services with economic
and environmental benefits that extend
countywide. One of these is a permanent
Household Hazardous Waste (HHW) Drop-off
Facility run by Santa Clar a County. This
provides San José and countywide residents
with a convenient facility to dispose of their
waste safely. The City continued to support the Santa Clara County Household and Small Business Hazardous Waste Program to provide fluorescent lamp recycling services to residents.
The City also continued to support the San Francisco Bay Regional Monitoring Program (RMP), which has worked collaboratively with BA MSC on projects to unde rstand sources and loadings of mercury and PCBs and to reduce risk to people who may eat San Francisco Bay fish containing these pollutants. The City is an active participant in regional and county wide workgroups to understand and control stormwater inputs of both mercury and PCBs to the Bay. These workgroups and committees collaboratively work on Permit -required regional and countywide projects to better understand sources of PCBs and mercury and to design control measures for identified sources.
Effective July 1, 2019, the City initiated a program to manage Polychlorinated Biphenyls (PCBs) in materials being demolished and incorporated a PCBs management protocol into its demolition permit app lication p rocess. Information about the new program is available at https://www.sanjoseca.gov/ManagingPCBs. The program requires demolition permit applicants, or applicants of any other permit that involves the demolition of a building, to submit a PCBs Screening Assessment Form with their building permit application and provide required supporting documents for applicable structures. This new screening process is part of a Bay Area-wide PCBs screening program designed and implemented in collaboration with BA MSC and the Program.
The City continued to experience challenges tracking screening forms that were exacerbated by the County of Santa Clara public health orders issued due to the COVID -19 pandemic. The City audited its building permit records and took corrective steps incorporating a new tracking method and following up with applicants.
City staff continues to facilitate sampling in various old industrial areas within the City to find high likelihood areas for capturing these pollutants. The City continues its commitment to working with the Water Board and stakeholders toward achieving TMDLs efficiently and cost effectively.
Collecting samples for the Source Property
Identification Program.
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C.13 Copper Controls
Brake dust has long been known to be a major source of copper to t he environment and stormwater. AB 346 became law in July 2010 and effect ively phases out copper in brake pads sold in California. The City continued to address other sources of copper through the prohibition of the discharge of pool and spa water containing copper algicides, and wash water from copper architectural features.
The City has incorporated copper pollution prevention into its industrial inspection program. A fact sheet regarding rooftop sources of copper pollution continues to be availa ble for distribution to targeted industrial facilities. The City continued to include businesses with SIC codes identified as having a higher potential to contribute copper to stormwater in its annual inspection plan. All of these business types are subjec t to the S tate's General Industrial Permit, and all new businesses within this group are inspected within one year of inception. The b rochure "Requirements for Copper Roofs and Other Architectural Copper" which includes BMPs for preventing prohibited discharges to s torm drains is also available for distribution where discharges from cleaning or treating copper architectural features may occur.
The City of San José Municipal Code includes legal authority to address prohibited discharges to the City's MS4. The City’s Industrial and Commercial Inspection program and IDDE program, used a combination of education and enforcement to achieve com pliance. The City provided BMP information to its residential and commercial constituents on various actions they can take to reduce or eliminate the exposure and discharge of copper from their activities. Materials were available through the City's website.
C.14 City of Pacifica and San Mateo Coun ty Fecal Indicator Bacteria Controls
This provision only applies to the City of Pacifica and San Mateo County Permittees and does not apply to the City of San José.
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C.15 Exempted and Conditionally Exempted Discharges
Some non-stormwater discharges are either not harmful or can be made so with simple BMPs.
These few discharge types are exempted or conditionally exempted from the Permit's general discharge prohibitions. Through a variety of outreach activities, the City encouraged residents to protect water quality by washing their cars over landscaped areas or at establishments where the wash water is recycled. The City’s Water Waste Ordinance encourages water conservation and prohibits practices that lead to over watering and runoff. Additionally, the City continued to promote water-wise landscape irrigation and sustainable gardening techniques in partnership with the Program and Valley Water.
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Conclusion
The City of San José is a leader in promoting innovative, proactive environmental policies and continues to strive to meet or exceed its regulatory obligations. The City is committed to managing and protecting stormwater quality and actively participates in local and regional efforts designed to leverage the most value for its resources and citizens. San José will continue to focus resources to protect water quality for the benefit of our citizens, businesses, and future generations.
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FY 2020-2021 Annual Report Permittee Information
Permittee Name: City of San José
1-1
Section 1 – Permittee Information
SECTION I. BACKGROUND INFORMATION
Background Information
Permittee Name: City of San José
Population: 1,046,079
NPDES Permit No.: CAS612008
Order Number: R2-2015-0049
Reporting Time Period
(month/year):
July 2021 through June 2022
Name of the Responsible
Authority:
Rajani Nair Title: Deputy Director
Mailing Address: 200 E. Santa Clara Street, 7th Floor
City: San José Zip
C
o
d
e:
95113 County: Santa Clara
Telephone Number: (408) 535-8306 Fax Number: (408) 271-1930 E-mail Address: [email protected]
Name of the Designated
Stormwater Management
Program Contact (if
different from above):
Mary Morse Title: Senior Environmental Program Manager
Department: Environmental Services Department
Mailing Address: 200 E. Santa Clara Street, 7th Floor
City: San José Zip
C
o
d
e:
95113 County: Santa Clara
Telephone Number: (408) 793-5323 Fax Number: (408) 271-1930 E-mail Address: [email protected]
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FY 2021-2022 Annual Report C.2 – Municipal Operations
Permittee Name: City of San José
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Section 2 - Provision C.2 Reporting Municipal Operations
Program Highlights and Evaluation
Highlight/summarize activities for reporting year:
Summary:
The City trains staff regularly to ensure appropriate stormwater protection BMPs are implemented during applicable municipal operations and maintenance activities such as street repair and maintenance, park maintenance, stormwater pump station maintenance, bridge and structure maintenance, graffiti removal, and corporation yard operations. Approximately 120 staff attended the Program’s Rural Roads Maintenance In-Person Field Training, which focused on BMPs for sediment and erosion control on rural roads and nearby storm drain inlets. The City continues to implement BMPs during standard operation and maintenance activities to protect storm inlets, catch basins, and nearby waterways.
The City’s Environmental Services Department provides on-going technical assistance to municipal staff and makes information easily accessible on the City’s intranet with links to the California Stormwater Quality Association Handbook for Municipal Operations, the Bay Area Stormwater Management Agencies Association’s (BASMAA) Blueprint for a Clean Bay, and the BASMAA Pollution Prevention Training Program for Surface Cleaners.
C.2.a. ►Street and Road Repair and Maintenance
Place a Y in the boxes next to activities where applicable BMPs were implemented. If not applicable, type NA in the box and provide an explanation in the comments section below. Place an N in the boxes next to activities where applicable BMPs were not implemented for one or more of these activities during the reporting fiscal year, then in the comments section below provide an explanation of when BMPs were not implemented and the corrective actions taken.
Y Control of debris and waste materials during road and parking lot installation, repaving or repair maintenance activities from polluting stormwater
Y Control of concrete slurry and wastewater, asphalt, pavement cutting, and other street and road maintenance materials and wastewater from discharging to storm drains from work sites.
Y Sweeping and/or vacuuming and other dry methods to remove debris, concrete, or sediment residues from work sites upon completion of work.
Comments:
FY 2021-2022 Annual Report C.2 – Municipal Operations
Permittee Name: City of San José
2-2
C.2.b. ►Sidewalk/Plaza Maintenance and Pavement Washing Place a Y in the boxes next to activities where applicable BMPs were implemented. If not applicable, type NA in the box and provide an explanation in the comments section below. Place an N in the boxes next to activities where applicable BMPs were not implemented for one or more of these activities during the reporting fiscal year, then in the comments section below provide an explanation of when BMPs were not implemented and the corrective actions taken.
Y Control of wash water from pavement washing, mobile cleaning, pressure wash operations at parking lots, garages, trash areas, gas station fueling areas, and sidewalk and plaza cleaning activities from polluting stormwater Y Implementation of the BASMAA Mobile Surface Cleaner Program BMPs Comments:
N/A
C.2.c. ►Bridge and Structure Maintenance and Graffiti Removal Place a Y in the boxes next to activities where applicable BMPs were implemented. If not applicable, type NA in the box and provide an explanation in the comments section below. Place an N in the boxes next to activities where applicable BMPs were not implemented for one or more of these activities during the reporting fiscal year, then in the comments section below provide an explanation of when BMPs were not implemented and the corrective actions taken.
Y Control of discharges from bridge and structural maintenance activities directly over water or into storm drains Y Control of discharges from graffiti removal activities Y Proper disposal for wastes generated from bridge and structure maintenance and graffiti removal activities Y Implementation of the BASMAA Mobile Surface Cleaner Program BMPs for graffiti removal Y Employee training on proper capture and disposal methods for wastes generated from bridge and structural maintenance and graffiti removal activities.
Y Contract specifications requiring proper capture and disposal methods for wastes generated from bridge and structural maintenance and graffiti removal activities.
Comments:
N/A
FY 2021-2022 Annual Report C.2 – Municipal Operations
Permittee Name: City of San José
2-3
C.2.e. ►Rural Public Works Construction and Maintenance Does your municipality own/maintain rural1 roads: X Yes No If your answer is No then skip to C.2.f.
Place a Y in the boxes next to activities where applicable BMPs were implemented. If not applicable, type NA in the box and provide an explanation in the comments section below. Place an N in the boxes next to activities where applicable BMPs were not implemented for one or more of these activities during the reporting fiscal year, then in the comments section below provide an explanation of when BMPs were not implemented and the corrective actions taken.
Y Control of road-related erosion and sediment transport from road design, construction, maintenance, and repairs in rural areas
Y (1) Identification and prioritization of rural road maintenance based on soil erosion potential, slope steepness, and stream habitat resources
N/A (2) No impact to creek functions including migratory fish passage during construction of roads and culverts Y (1) Inspection of rural roads for structural integrity and prevention of impact on water quality Y (1) (2) Maintenance of rural roads adjacent to streams and riparian habitat to reduce erosion, replace damaging shotgun culverts and excessive erosion
Y (3) Re-grading of unpaved rural roads to slope outward where consistent with road engineering safety standards, and installation of water bars as appropriate
N/A (3) Inclusion of measures to reduce erosion, provide fish passage, and maintain natural stream geomorphology when replacing culverts or design of new culverts or bridge crossings
Comments including listing increased maintenance in priority areas:
(1) Rural road inspection, maintenance, and repair within the City’s rural parks system focus on high traffic areas and those roads with the highest potential for erosion. The maintenance activities and BMPs for high traffic areas within the City’s rural parks are based on soil erosion potential, slope steepness, historical knowledge of previous erosion areas, and proximity to riparian habitat. (2) The City did not perform any construction on its rural roads or repair or replace culverts within its rural parks system in FY 21-22. No new culverts or bridge crossings were designed in FY 21-22. (3) Re-grading of unpaved rural roads within the City’s rural parks did not include outward slopes due to safety issues. Due to resource limitations, the City did not evaluate the appropriateness of the installation of water bars. The City did not install water bars on any of its unpaved rural roads within the City’s rural parks.
1Rural means any watershed or portion thereof that is developed with large lot home -sites, such as one acre or larger, or with primarily agricu ltural, grazing or open space uses.
FY 2021-2022 Annual Report C.2 – Municipal Operations
Permittee Name: City of San José
2-4
C.2.f. ►Corporation Yard BMP Implementation
Place an X in the boxes below that apply to your corporations yard(s):
We do not have a corporation yard
X Our corporation yard is a filed NOI facility and regulated by the California State Industrial Stormwater NPDES General Permit X We have a Stormwater Pollution Prevention Plan (SWPPP) for the Corporation Yard(s) Place an X in the boxes below next to implemented SWPPP BMPs to indicate that these BMPs were implemented in applicable instances. If not applicable, type NA in the box. If one or more of the BMPs were not adequately implemented during the reporting fiscal year then indicate so and explain in the comments section below:
X Control of pollutant discharges to storm drains such as wash waters from cleaning vehicles and equipment X Routine inspection prior to the rainy seasons of corporation yard(s) to ensure non-stormwater discharges have not entered the storm drain system
X Containment of all vehicle and equipment wash areas through plumbing to sanitary or another collection method X
Use of dry cleanup methods when cleaning debris and spills from corporation yard(s) or collection of all wash water and disposing of wash water to sanitary or other location where it does not impact surface or groundwater when wet cleanup methods are used
X Cover and/or berm outdoor storage areas containing waste pollutants Comments:
In FY 21-22, corporation yard inspections were conducted in September before the beginning of the wet season. During inspections, the Yard Master for each location walked through the activity areas alongside the inspector. In general, all the corporation yards were in good order, and BMPs were implemented in areas with site-specific activities. Some minor deficiencies were observed, and the corrective actions are noted in the inspection table below.
If you have a corporation yard(s) that is not an NOI facility, complete the following table for inspection results for your corporation yard(s) or attach a summary including the following information:
FY 2021-2022 Annual Report C.2 – Municipal Operations
Permittee Name: City of San José
2-5
Corporation Yard Name
Corp Yard Activities w/ site-
specific SWPPP BMPs
Inspection
Date2 Inspection Findings/Results
Date and Description of
Follow-up and/or
Corrective Actions
Central Service Yard
1661 Senter Road San
José, CA 95112
Aboveground storage
tanks; outdoor storage,
wash rack area; parking
lots and impervious
surfaces; Buildings A, B, C,
D, D4; Building F (Fleet
Maintenance Shop, Police
Build-up Shop), Building G
(Alternate Work Program,
Landscaping, Mowing);
scrap metal recycling;
hazardous waste
09/10/21 This yard is the largest of all the City’s
corporation yards at 21.3 acres. The
yard was generally very clean, with
some areas in need of trash pickup
and sweeping. Trash bin areas were
clean, and bins were covered. SWPPP
binder was on site, and Hazardous
Waste and Spill Logs were up to date.
Yard was last swept on 06/06/2021.
Inlets 5 and 6 were clogged and in
need of service. Some tires were
stored next to the waste bin. Sediment
and leaf litter buildup was present
behind the long-term parking area.
Inlets 5 and 6 were
uncovered, and the
surrounding vicinities were
cleaned on 09/14/21.
Tires were removed from
the dumpster area on
09/27/21. Sediment and
leaf litter buildup sediment
around inlets along South
10 th St. fence was
removed on 09/21/21.
Mabury Service Yard
1404 Mabury Road
San José, CA 95133
Wash rack area; parking
lots and impervious
surfaces; fuel dispensing
area, underground and
aboveground storage
tanks and generators;
outdoor storage areas,
debris transfer area,
material storage bunkers,
and central business
district transfer area;
metal scrap recycling;
vehicle maintenance;
storage containers and
09/09/21 Mabury Yard is a 6.98-acre facility. The
yard was mostly clean, with a small to
medium amount of trash scattered
throughout, concentrated in employee lot,
along the fence line, and the outdoor
vehicle maintenance area. SWPPP binder
was on site, and Hazardous Waste and Spill
Logs were up to date.
The yard is swept annually before the wet
season. Storm drain inlets and geo-filters
cleaned annually, last serviced on
09/03/21. All inlets were clean and clear of
debris and had a silt sack or geo-filter.
Yard was swept on
09/24/21. Excess trash
was removed from
employee lot, fence
line next to employee
lot, and outdoor vehicle
maintenance area on
09/24/21.
Spill socks were placed
in spill kit upon arrival on
09/30/21.
Hazardous waste was
2 Minimum inspection frequency is once a year during September.
FY 2021-2022 Annual Report C.2 – Municipal Operations
Permittee Name: City of San José
2-6
Corporation Yard Name
Corp Yard Activities w/ site-
specific SWPPP BMPs
Inspection
Date2 Inspection Findings/Results
Date and Description of
Follow-up and/or
Corrective Actions
sheds; hazardous waste. Spill socks missing from spill kit (have been ordered from supplier).
Hazardous waste bins were
overflowing, with some materials
outside secondary containment. Some
hazardous waste bins were not
labeled.
picked up on 09/20/21
to make room for new
materials.
Hazardous waste bins
were labeled and
cleaned out on
09/24/21.
Municipal
Police Garage
825 North San
Pedro Street
San José, CA 95110
Parking and impervious
surfaces; scrap metal
recycling; storage tanks
and generators; fuel
station; wash rack;
Buildings A and B; Vehicle
Maintenance Building
and Parking Area;
hazardous waste
09/08/21 Overall, the yard was clean and clear of
debris. Trash bin areas were clean, and
bins were covered. Inlets were clean and
clear of debris. Parking area is swept
weekly, and a drip pan is used for vehicles
with leaks.
Silt sack in inlet 2 was disintegrating.
SWPPP binder was on site, but Spill Log
and Hazardous Waste log were out of
date, last update mid-March 2021.
Silt sack inside inlet 2
was repaired on
11/18/2021.
Hazardous Waste and
Spill Logs were updated
on 10/01/21.
South Service Yard
4420 Monterey Road
San José, CA 95111
Outdoor storage areas;
wash racks; parking lots
and impervious surfaces;
fuel dispensing area;
underground and
aboveground storage
tanks; debris transfer area;
material storage bunker
and scrap metal bin;
Buildings 1,2,3,4; covered
storage areas; hazardous
waste
09/09/21 SWPPP binder was on site, and Hazardous
Waste and Spill Logs were up to date.
South yard was overall very clean with
minimal trash. Storm drain inlets and geo-
filters cleaned annually, last serviced on
09/03/21.
Hazardous waste bins were labeled but
overflowing. Some motor oil and propane
tanks were outside secondary
containment.
Hazardous waste was
picked up on
09/16/21to make room
for new materials. West Service Yard
5050 Williams Road
Parking lots and
impervious surfaces; clean
09/08/21 SWPPP binder was on site, and Hazardous
Waste and Spill Logs were up to date.
Overflowing trash cans
by the fueling station
FY 2021-2022 Annual Report C.2 – Municipal Operations
Permittee Name: City of San José
2-7
Corporation Yard Name
Corp Yard Activities w/ site-
specific SWPPP BMPs
Inspection
Date2 Inspection Findings/Results
Date and Description of
Follow-up and/or
Corrective Actions
San José, CA 95129 material storage bunkers;
scrap metal recycling;
debris transfer area;
oversized rubbish; fueling
station and aboveground
storage tanks; wash rack;
Buildings 1 (main office), 2
(vehicle maintenance);
covered storage; parks
material storage shed;
storage cages; carport;
hazardous waste
Storm drain inlets and geo-filters cleaned
annually, last serviced on 09/03/21.
Two trash cans by the fueling station and
maintenance building entrance were
overflowing.
Spill kit was stocked, but spill socks
were not located inside.
and maintenance
building were emptied,
and surrounding trash
was picked up on
09/24/21.
Spill socks were placed
back into the spill kit on
09/24/21.
FY 2021-2022 Annual Report C.2 – Municipal Operations
Permittee Name: City of San José
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FY 2021 - 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
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Section 3 - Provision C.3 Reporting New Development and Redevelopment
C.3.b.iv.(2) ►Regulated Projects Reporting
Fill in attached table C.3.b.iv.(2) or attach your own table including the same information.
Fifty C.3 Regulated Projects were approved this year. This is an increase from the 41 approved in FY 20-21. Nine of the FY 21-22 C.3 Regulated Projects approved are public projects. The remaining 41 are private projects comprised of four residential, 33 non-residential (commercial, office, educational, or industrial), and four mixed-use projects. Two projects were required to provide Hydromodification Management Controls which consisted of bioretention areas with outlet controls and an underground vault that were all sized using the Bay Area Hydrology Model (BAHM). Three public projects are using alternative compliance.
Over half of the Regulated Projects planted trees adjacent to impervious areas. Over three-quarters of the projects directed runoff to vegetation, used beneficial landscaping, water efficient irrigation systems, and storm drain stenciling. Bioretention or Planter Boxes were included in 44 out of the 47 projects, and 11 of the projects used Media Filter Systems as a treatment control measure (Special Projects).
C.3.e.iv. ►Alternative or In-Lieu Compliance with Provision C.3.c.
Is your agency choosing to require 100% LID treatment onsite for all Regulated Projects and not allow alternative compliance under Provision C.3.e.? Yes X No
Comments (optional):
FY 2021 - 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
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C.3.e.v ► Special Projects Reporting
1. In FY 2021-22, has your agency received, but not yet granted final discretionary approval of, a development permit application for a project that has been identified as a potential Special Project based on criteria listed in MRP Provision C.3.e.ii(2) for any of the three categories of Special Projects (Categories A, B or C)? X
Yes
No
2. In FY 2021-22, has your agency granted final discretionary approval to a Special Project? If yes, include the project in both the C.3.b.iv.(2) Table, and the C.3.e.v. Table. X Yes No If you answered “Yes” to either question,
1) Complete Table C.3.e.v.
2) Attach narrative discussion of 100% LID Feasibility or Infeasibility for each project.
C.3.h.v.(2) ► Reporting Newly Installed Stormwater Treatment Systems and HM Controls (Optional)
On an annual basis, before the wet season, provide a list of newly installed (installed within the reporting year) stormwater treatment systems and HM controls to the local mosquito and vector control agency and the Water Board. The list shall include the facility locations and a description of the stormwater treatment measures and HM controls installed.
See attached Table C.3.h.v.(2) for list of newly installed Stormwater Treatment Systems/HM Controls.
The City of San José will submit a separate table for the newly installed stormwater treatment systems for FY 21-22 in September 2022.
FY 2021 - 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-3
C.3.h.v.(3)(a) –(c) and (f) ► Installed Stormwater Treatment Systems Operation and Maintenance Verification Inspection Program Reporting Site Inspections Data Number/Percentage
Total number of Regulated Projects (including offsite projects, and Regional Projects) in your agency’s database or tabular format at the end of the previous fiscal year (FY 20-21) 5443
Total number of Regulated Projects (including offsite projects, and Regional Projects) in your agency’s database or tabular format at the end of the reporting period (FY 21-22) 562
Total number of Regulated Projects (including offsite projects, and Regional Projects) for which O&M verification inspections were conducted during the reporting period (FY 21-22) 111
Percentage of the total number of Regulated Projects (including offsite projects, and Regional Projects) inspected during the reporting period (FY 21-22)
20%
4 C.3.h.v.(3)(d)-(e) ► Installed Stormwater Treatment Systems Operation and Maintenance Verification Inspection Program Reporting
Provide a discussion of the inspection findings for the year and any common problems encountered with various types of treatment systems and/or HM controls. This discussion should include a general comparison to the inspection findings from the previous year.
Summary:
The City met the requirement to inspect an average of 20%, but no less than 15% of the total number of C.3 Regulated Project sites. In FY 21- 22, staff inspected a total of 111 sites out of 544 from the previous fiscal year total which equates to 20%. Stormwater treatment measures at approximately one fourth of the sites inspected were maintained and in good working order. The percentage of inadequate stormwater treatment measures was slightly higher compared to the number reported last fiscal year.
In FY 21-22, bioretention basins and vegetated swales comprised most stormwater treatment systems inspected under the Stormwater Treatment Measure O&M Inspection Program. Consistent with FY 20-21, the most common problems observed were related to inadequate vegetation, presence of nuisance vegetation, absence of mulch, poor irrigation regime, obstructions, poor drainage, and structural damage
3 The total number of Regulated Projects reported at the end of the previous fiscal year (FY 20- 21) was 547. The number was reduced down to 54 4 after the City conducted close review of the data and updated the status of several projects included in the 547 due to field observations and corrections to the database. 4 Based on the number of Regulated Projects in the database or tabular format at the end of the previous fiscal year, per MRP Provision C.3.h.i i.(6)(b).
FY 2021 - 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
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in landscape-based treatment systems.
The most common issues associated with media filter systems were missing maintenance records and inadequate service frequency.
Inspectors required responsible parties with violations to make corrections such as removing nuisance vegetation, adding appropriate vegetation, adding mulch, removing trash/and debris/sediment, repairing structural deficiencies, as well as making sure that the irrigation system is performing as intended. For media filters, responsible parties were required to service/repair and provide maintenance documentation. Inspectors also provided maintenance guidance materials to responsible parties and required that service frequency be increased when needed.
In March 2020, in response to the COVID-19 pandemic and associated public health orders, the City revised and updated its Standard Operating Procedures (SOP) for conducting Operations and Maintenance (O&M) inspections. These updates included additional procedures intended to minimize the risk of exposure and transmission of the coronavirus. These procedures were continued in FY 21-22.
Inspections were performed with modified procedures to protect inspectors’ health and safety. Inspectors granted property owners additional time beyond the typical 30 days to complete corrective actions where necessary. In addition to the COVID-19 pandemic, some property owners faced delays completing required repairs due to supply chain issues, which resulted in a higher number of violations taking over 30 days to resolve.
The City also verified the proper installation of 198 newly installed stormwater treatment systems at 31 C.3 Regulated Project sites under the Stormwater Treatment Measure Installation Verification Program in FY 21-22. City staff worked closely with developers to ensure the proper installation of stormwater treatment systems.
Provide a discussion of the effectiveness of the O&M Program and any proposed changes to improve the O&M Program (e.g., changes in prioritization plan or frequency of O&M inspections, other changes to improve effectiveness program).
Summary:
The overall goal of the City’s Stormwater Treatment Measure Inspection Program is to ensure the proper installation and ongoing operation and maintenance of stormwater treatment systems. San José staff have been effective at accomplishing this goal by ensuring both minor and significant problems identified during inspections are corrected. Inspectors work to prevent future problems by educating the responsible parties of maintenance requirements and providing outreach material such as plant guidance for bioretention facilities, maintenance information, and manufacturers’ recommended maintenance procedures for vault-based treatment systems.
In FY 21-22, the total number of C.3 Regulated Project sites in the O&M Inspection Program grew to 562 sites. The City used the digital platform updated in FY 20-21, which includes ArcGIS software and Survey123 programs for reporting and monitoring new installation verifications. These programs allow City staff to efficiently track and report installation data in real-time, collect GPS coordinates, and photographs.
In addition, the City conducted three Green Stormwater Infrastructure (GSI) Maintenance Field Guide trainings for 34 Parks, Recreation, and Neighborhood Services (PRNS) staff and eight Resilience Corp members contracted to assist with stormwater treatment measure maintenance. The City also continued to provide guidance to other city maintenance staff and contractors by sharing the GSI Maintenance Field Guide when requested. During their O&M inspections, inspectors highlight the contents of the GSI Maintenance Field Guide with special emphasis on the inspection checklist, maintenance standards, and maintenance guidelines. Additionally, the City continues to provide FY 2021 - 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
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outreach materials to property owners related to proper operation and maintenance of landscape and vault-based stormwater treatment measures during these inspections. These materials have been translated into Spanish and Vietnamese.
FY 2021 - 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
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C.3.i. ►Required Site Design Measures for Small Projects and Detached Single Family Home Projects
On an annual basis, discuss the implementation of the requirements of Provision C.3.i, including ordinance revisions, permit conditions, development of standard specifications and/or guidance materials, and staff training.
Summary:
The City’s Municipal Code (Title 20: Zoning) (https://library.municode.com/ca/san_jose/codes/code_of_ordinances?nodeId=TIT20ZO) and City Council Policy 6-29: Post Construction Urban Runoff Management (https://www.sanjoseca.gov/home/showdocument?id=27885) require small projects and detached single family home projects to implement at least one of the site design measures listed in Provision C.3.i. Additionally, Title 17 (Buildings and Construction – Title 17.72.530) of the Municipal Code requires ministerial single-family home projects (projects not subject to Planning permits), to direct all roof runoff to landscaped areas, or implement one of the other site design measures listed in Provision C.3.i.
BASMAA prepared standard specifications in four fact sheets regarding the site design measures listed in Provision C.3.i, as a resource for Permittees. We have modified local ordinances/policies/procedures and forms/checklists to require all applicable projects approved after December 1, 2012 to implement at least one of the site design measures listed in Provision C.3.i.
C.3.j.i.(5)(d) ► Green Infrastructure Outreach
On an annual basis, provide a summary of your agency’s outreach and education efforts pertaining to Green Infrastructure planning and implementation.
Summary:
Throughout the fiscal year, the City reached out to stakeholder organizations and agencies to discuss potential green stormwater infrastructure (GSI) regional and green street project locations. On March 30, 2022 the City and its consultant GHD presented the River Oaks Stormwater Capture Project 30% design plans to the local community through a virtual meeting. As a part of the meeting, the City shared the project schedule and explained the biotreatment process. In May 2022, City staff trained approximately 65 Public Works and Airport staff members about MRP requirements and expectations. In FY 21-22, ESD conducted three Green Stormwater Infrastructure (GSI) Maintenance Field Guide trainings for 34 Parks, Recreation, and Neighborhood Services (PRNS) staff and eight Resilience Corp members contracted to assist with stormwater treatment measure maintenance. City staff plan to continue conducting in-person trainings for City maintenance staff in FY 22-23.
Please refer to the Program’s FY 21-22 Annual Report for a summary of outreach efforts implemented at the Program level.
FY 2021 - 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
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C.3.j.ii.(2) ► Early Implementation of Green Infrastructure Projects On an annual basis, submit a list of green infrastructure projects, public and private, that are already planned for implementation during the permit term and infrastructure projects planned for implementation during the permit term that have potential for green infrastructure measures. Include the following information:
• A summary of planning or implementation status for each public and private green infrastructure project that is not also a Regulated Project as defined in Provision C.3.b.ii. (see C.3.j.ii.(2) Table B - Planned Green Infrastructure Projects). • A summary of how each public infrastructure project with green infrastructure potential will include green infrastructure measures to the maximum extent practicable during the permit term. For any public infrastructure project where implementation of green infrastructure measures is not practicable, submit a brief description of the project and the reasons green infrastructure measures were impracticable to implement (see C.3.j.ii.(2) Table A - Public Projects Reviewed for Green Infrastructure).
Background Information:
Describe how this provision is being implemented by your agency, including the process used by your agency to identify projects with potential for green infrastructure, if applicable.
The City uses the BASMAA “Guidance for Identifying Green Infrastructure Potential in Municipal Capital Improvement Program Projects” (May 6, 2016) for guidance on identifying and reviewing potential green infrastructure projects.
Summary of Planning or Implementation Status of Identified Projects:
See attached Tables C.3.j.ii.(2)-A and C.3.j.ii.(2)-B for the required information.
C.3.j.iii.(2) and (3) ► Participate in Processes to Promote Green Infrastructure
On an annual basis, report on the goals and outcomes during the reporting year of work undertaken to participate in processes to promote green infrastructure.
Please refer to Program’s FY 21-22 Annual Report for a summary of efforts conducted to help regional, State, and federal agencies plan, design and fund incorporation of green infrastructure measures into local infrastructure projects, including transportation projects.
C.3.j.iv.(2) and (3) ► Tracking and Reporting Progress
On an annual basis, report progress on development and implementation of methods to track and report implementation of green infrastructure measures and provide reasonable assurance that wasteload allocations for TMDLs are being met.
Please refer to the Program’s FY 21-22 Annual Report for a summary of methods being developed to track and report implementation of green infrastructure measures.
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FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
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C.3.b.iv.(2) ► Regulated Projects Reporting Table – Projects Approved During the Fiscal Year Reporting Period
Private Regulated Projects 2021/2022
Project Name:
1103 Curtner
Avenue
Service
Station
Project No.:
CP11-041
Project
Location5:
Northwest
corner of
Curtner
Avenue
and
Lincoln
Avenue
Street
Address:
1103
Curtner
Avenue
Name of
Developer:
David Elliott
Phase
No.6:
No
Project Type7:
Commercial
Project Description8:
Conditional Use Permit to
expand an existing
convenience store for
retail, increase the service
station to six pumps and
remove three service bays
on a vacant gas station
on approximately 0.45
gross acre site.
Project
Watershed9:
Guadalupe
Total Site
Area
(Acres):
0.45 Total Area of
Land
Disturbed
(Acres):
0.25 Total New
Impervious
Surface
Area (ft
2)10:
0.00 Total
Replaced
Impervious
Surface
(ft
2)11:
7,285
Total Pre-
Project
Impervious
Surface
Area (ft
2)12:
16,977
Total Post-
Project
Impervious
Surface
Area (ft
2)13:
7,285
Project
Status:
Deemed
Complete
Date
14:
2/18/2021
Approval
Date
15:
7/28/2021
Site Design Measures16:
Self-treating, protected existing
trees/vegetation/soil, directed runoff to
vegetated areas, decreased overall amount
of impervious surface, created new pervious
areas.
Source Control Measures17:
Water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.),
storm drain system stenciling,
proper fueling area design.
Treatment Control
Measures18:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility
Mechanism19:
Property Owner
Hydraulic Sizing Criteria20:
2C: Flow, i=0.2 inch/hr
Alternative Certification
21:
No
Alternative Compliance
Measures22, 23:
N/A
HM Controls Required24,25:
No
In Green Area But < 1 acre
HM Controls Used: N/A
HM Method: N/A
5 Include cross streets
6 If a project is being constructed in phases, indicate the phase number and use a separate row entry for each phase. If not, enter “NA”. 7 Project Type is the type of development (i.e., new a nd/or redevelopment). Example descriptions of development are: 5 -story office building, residential with 160 si ngle-family homes with five 4 -story buildings to contain 200 condominiums, 100 unit 2-story shopping mall, mixed use retail a nd residential devel opment (apartments), industr ial warehouse. 8 Example descriptions of development are: 5-story office building, resid ential with 160 single-family homes with five 4 -story buildings to contain 200 condominiums, 100 unit 2 -story shopping m all, mixed-use retail and residential developmen t (apartments), industrial warehouse.
9 State the watershed(s) in which the Regulat ed Project is located. Downstream watershed(s) may be included, but this is optional. 10 All impervious surfaces added to any area of the site th at was previously existing pervious surface. 11 All impervious surfac es added to any area of the site that was previously existing impervious surface. 12 For redevelopment projects, state the pre -project impervious surface area. 13 For redevelopment project s, state the post-project impervious surface area. 14 For private projects, state project application deemed complete date. If the project did not go through discretionary review, report the building permit issuance date. 15 For private projects, state project application final discr etionary approv al date. If the project did not go through discretionary review, rep ort the building permit issuance date. 16 List source control measures approved for the project. Examples include: properly designed trash storage areas; storm drain stencili ng or signage; efficient landscape irrig ation systems; etc. 17 List site design measures approved for the project. Examples include: minimize impervious surfaces; conserve natural areas, including existing tre es or other vegetation, and soils; construct sid ewalks, walkways, and/or patios with per meable surfaces, etc.
18 List all approved stormwater treatment system(s) to be installed onsite or at a joint stormwater treatment facility (e.g., flow through planter, bioretention facility, infiltr ation basin, etc. ). 19 List the legal mechanism(s) (e.g., O&M agreement with private landowner; O&M a greement with homeowners’ association; O&M by public entity, etc…) that have been or will be used to assign responsibility for the maintenance of the post- construction stormwater treatment systems.
20 See Provision C.3.d.i. “Numeric Sizing Criteria for Stormwater Treatment Systems” for list of hydraulic sizing design criteria. Enter the corresponding provision number of the appropriate criterion (i. e., 1.a., 1.b., 2.a., 2.b., 2.c., or 3). 21 For Alternative Complianc e at an offsite location in accordance with Provision C.3.e.i.(1), on a separate page, give a discussion of the alternative compliance site including the information sp ecified in Provision C.3.b.iv.(2)(m)(i) for the offsite project.
22 For Alternative Compliance by paying in-lieu fees in accordance with Provision C.3.e.i.(2), on a separate page, provide the information specified in Provision C.3.b.iv.(2)(m)(ii) for the Re gional Project. 23 Note whether a third party was used to certify the project design comp lies with Provision C.3.d. 24 If HM control is not required, state why not.
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
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Project
Name:
Delmas
Senior
Living
Project
No.:
CP20-019
Project
Location:
Southwest
corner of
Gifford
Avenue and
West San
Carlos Street
Street
Address:
313 Gifford
Avenue
Name of
Developer:
Urban
Catalyst
Phase No.:
No
Project Type:
Commercial
Project Description:
Conditional Use Permit to
allow the construction of a
new six-story residential care
facility with a total of 116
assisted living units on a
0.89-gross acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
0.89 Total Area
of Land
Disturbed
(Acres):
0.89 Total New
Impervious
Surface
Area (ft2):
20,667
Total
Replaced
Impervious
Surface (ft
2):
15,516
Total Pre-
Project
Imperviou
s Surface
Area (ft
2):
15,516
Total Post-
Project
Imperviou
s Surface
Area (ft
2):
36,183
Project
Status:
Deemed
Complete
Date:
11/6/2020
Approval
Date:
1/26/2021
(Not
reported in
FY 20-21)
25 If HM control is required, state control method used (e.g., method to design and size devic e(s) or method(s) us ed to meet the HM Standard, an d description of device(s) or method(s ) used, such as detention basin(s), biodetention unit(s), regional detention basin, or in- stream control).
Project Name:
Industrial
Warehouse
Retail
Project No.:
CP20-016
Project
Location:
Northwest of
Rogers
Avenue, south
east of East
Brokaw Road
Street Address:
1728 Rogers
Avenue
Name of
Developer:
GE San Jose
LP
Phase No.:
No
Project Type:
Industrial
Project Description:
Conditional Use Permit to
allow the demolition of
wholesale retail establishment
and warehouse uses, with
associated modifications to
parking and landscaping on
an approximately 4.12 gross
acre site in the HI Heavy
Industrial Zoning District.
Project
Watershed:
Coyote
Total Site
Area
(Acres):
4.12 Total Area of
Land
Disturbed
(Acres):
1.29 Total New
Impervious
Surface Area
(ft2):
24,440
Total
Replaced
Impervious
Surface (ft
2):
23,838
Total Pre-
Project
Impervious
Surface Area
(ft2):
144,248
Total Post-
Project
Impervious
Surface Area
(ft2):
48,278
Project
Status:
Deemed
Complete
Date:
8/3/2021
Approval
Date:
11/17/2021
Site Design Measures:
Self-treating area, directed runoff to
vegetated areas, preserved open space.
Source Control Measures:
Beneficial landscaping, water
efficient irrigation system,
maintenance (sweeping,
cleaning, etc.), covered
dumpster area drain to sanitary
sewer.
Treatment Control Measures:
On Site:
Bioretention, Planter Box
Off Site:
N/A
Operation & Maintenance
Responsibility
Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
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Site Design Measures:
Self-treating areas, covered parking,
directed runoff to vegetated areas.
Source Control Measures:
Beneficial landscaping, water
efficient irrigation system,
maintenance (sweeping,
cleaning ,etc.), storm drain
system stenciling, covered
dumpster area drain to
sanitary sewer, connect
interior parking structures to
sanitary sewer, proper cover
for loading dock.
Treatment Control
Measures:
On Site:
Planter Box, Proprietary
Media Filter System (MFS)
(project is a qualifying
Category C special project)
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
Project Name:
2880 Alum Rock
Mixed Use
Residential
Project
No.:
CP20-025
Project
Location:
South of Alum
Rock Avenue,
east of Capitol
Avenue
Street Address:
2880 Alum Rock
Ave
Name of
Developer:
Pacific West
Communities,
INC
Phase No.:
No
Project Type:
Mixed Use
Project Description:
Conditional Use Permit to
allow the demolition of an
existing vacant commercial
building and associated
surface parking, and the
construction of one mixed-
use six-story building with
commercial space and
residential units and one
multi-family residential six-
story building with 45 units.
Project
Watershed:
Coyote
Total Site
Area
(Acres):
1.32 Total Area of
Land
Disturbed
(Acres):
1.32 Total New
Impervious
Surface Area
(ft2):
0.00 Total
Replaced
Impervious
Surface (ft2):
38,938
Total Pre-
Project
Impervious
Surface Area
(ft2):
53,694
Total Post-
Project
Impervious
Surface Area
(ft2):
38,938
Project
Status:
Deemed
Complete
Date:
6/17/2021
Approval
Date:
10/27/2021
Site Design Measures:
Self-retaining area, directed runoff to
vegetated areas, created new pervious
areas, clustered paved areas, clustered
structures, covered parking, dec
reased overall
amount of impervious surface.
Source Control Measures:
Beneficial landscaping, water
efficient irrigation system,
maintenance (sweeping,
cleaning, etc.), connect interior
parking structures to sanitary
sewer, covered dumpster area
drain to sanitary sewer.
Treatment Control
Measures:
On Site:
Planter Box, Proprietary
Tree Filter (project
qualifies as a Category C
special project)
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
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Project
Name:
Off-Site
Parking
Facility
Project
No.:
CP21-018
Project
Location:
West side of
the
intersection of
Phelan
Avenue and
Monterey
Road
Street
Address:
1675
Monterey
Road
Name of
Developer:
Civil &
Environment
al
Consultants,
Inc.
Phase
No.:
No
Project Type:
Industrial
Project Description:
Conditional Use Permit to
allow the demolition of an
existing vacant warehouse
building and construction of
a commercial vehicle
storage facility and private
electrical power generation
facility on an approximately
6.45-gross acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
6.45 Total Area
of Land
Disturbed
(Acres):
6.45 Total New
Impervious
Surface
Area (ft
2):
169,330
Total
Replaced
Impervious
Surface
(ft
2):
60,200
Total Pre-
Project
Impervious
Surface
Area (ft2):
60,200
Total Post-
Project
Impervious
Surface
Area (ft2):
229,530
Project
Status:
Deemed
Complete
Date:
3/14/2022
Approval
Date:
3/23/2022
Site Design Measures:
Self-treating areas, directed runoff to
vegetated areas, trees planted adjacent
to impervious areas, created new pervious
areas.
Source Control Measures:
Beneficial landscaping,
water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.),
storm drain system stenciling,
covered dumpster area
drain to sanitary sewer.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
Project
Name:
696 Blossom
Hill Road
Retail
Project
No.:
H17-025
Project
Location:
Southeast
corner of
Blossom Hill
Road and
Cahalan
Avenue
Street Address:
696 Blossom Hill
Road
Name of
Developer
:
Eaton Hall
Architectu
re, Inc.
Phase No.:
No
Project Type:
Commercial
Project Description:
Site Development Permit
to construct mixed use
office and retail building
on a 0.49 gross acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
0.49 Total Area
of Land
Disturbed
(Acres):
0.49 Total New
Impervious
Surface Area
(ft2):
19,477
Total
Replaced
Impervious
Surface (ft2):
2,035
Total Pre-
Project
Impervious
Surface
Area (ft
2):
2,434
Total Post-
Project
Impervious
Surface
Area (ft
2):
21,512
Project
Status:
Deemed
Complete
Date:
5/3/2022
Approval
Date:
5/11/2022
Site Design Measures:
Self-Treating area, preserved open
space, created new pervious areas,
directed runoff to vegetated areas, trees
planted adjacent to impervious areas.
Source Control Measures:
Covered dumpster area
drain to sanitary sewer,
beneficial landscaping,
maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling.
Treatment Control
Measures:
On Site:
Bioretention, Planter Box
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
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Project
Name:
Medical
Office
Building
Project
No.:
H19-029
Project
Location:
Northeast
corner of
North
Bascom
Avenue and
Forest
Avenue
Street
Address:
200 North
Bascom
Avenue
Name of
Developer:
Shishu Bedi
Phase No.:
No
Project Type:
Commercial
Project Description:
Site Development Permit
to allow the construction
of a four-story medical
office building, with two
levels of below grade
parking.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
0.46 Total Area
of Land
Disturbed
(Acres):
0.46 Total New
Impervious
Surface Area
(ft2):
0.00 Total
Replaced
Impervious
Surface (ft2):
17,737
Total Pre-
Project
Impervious
Surface
Area (ft
2):
20,000
Total Post-
Project
Impervious
Surface
Area (ft
2):
17,737
Project
Status:
Deemed
Complete
Date:
11/8/2021
Approval
Date:
3/30/2022
Site Design Measures:
Self-retaining areas, self-treating areas,
directed runoff to vegetated areas.
Source Control Measures:
Beneficial landscaping,
maintenance (sweeping,
cleaning, etc.), water
efficient irrigation system.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Green Area But < 1 acre
HM Controls Used: N/A
HM Method: N/A
Project Name:
Valero Gas
Station,
Convenience
Store & Service
Bays
Project
No.:
H19-043
Project
Location:
Northwest
corner of
Monterey
Road and
Roeder Road
Street
Address:
5260 Monterey
Road
Name of
Developer:
Monterey Gas
Corporation,
LLC
Phase No.:
No
Project Type:
Commercial
Project Description:
Site Development Permit to
allow a convenience store
addition and a new canopy
with solar panels on an
approximately 0.54-gross
acre gas station site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
0.54 Total Area of
Land
Disturbed
(Acres):
0.33 Total New
Impervious
Surface Area
(ft2):
11,021
Total Replaced
Impervious
Surface (ft2):
9,680
Total Pre-
Project
Impervious
Surface Area
(ft2):
21,917
Total Post-
Project
Impervious
Surface Area
(ft2):
20,701
Project
Status:
Deemed
Complete
Date:
9/7/2021
Approval
Date:
3/30/2022
Site Design Measures:
Protected existing trees/vegetation/soil,
decreased overall amount of impervious
surface, created new pervious areas,
minimized surface parking areas (not in
excess of code).
Source Control Measures:
Beneficial landscaping,
maintenance (sweeping,
cleaning, etc.), proper fueling
area design, water efficient
irrigation system, storm drain
system stenciling.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Green Area But < 1 acre
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-14
Project Name:
Stevens Creek
Chrysler Jeep
Dodge
Project
No.:
H19-055
Project
Location:
South on
Stevens
Creek
Boulevard,
west of
Saratoga
Avenue
Street Address:
4100 Stevens
Creek
Boulevard
Name of
Developer:
Chrysler Group
Realty LLC
Phase No.:
No
Project Type:
Commercial
Project Description:
Site Development Permit to
construct a vehicle
showroom for an existing
car dealership (Chrysler) in
an approximately 5.28-acre
parcel in the Commercial
General Zoning District.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
5.28 Total Area of
Land
Disturbed
(Acres):
0.78 Total New
Impervious
Surface Area
(ft2):
3,513
Total Replaced
Impervious
Surface (ft2):
30,831
Total Pre-
Project
Impervious
Surface Area
(ft2):
214,455
Total Post-
Project
Impervious
Surface Area
(ft2):
34,344
Project
Status:
Deemed
Complete
Date:
11/20/2020
Approval
Date:
7/14/2021
Site Design Measures:
Protected existing trees/vegetation/soil,
directed runoff to vegetated areas,
decreased overall amount of impervious
surface.
Source Control Measures:
Beneficial landscaping, water
efficient irrigation system,
maintenance (sweeping,
cleaning, etc.), storm drain system
stenciling.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Purple Area
HM Controls Used: N/A
HM Method: N/A
Project Name:
Marriott Hotel
Project
No.:
H19-053
Project
Location:
Northeast
corner of West
San Carlos St
and Josefa St
intersection
Street
Address:
495 West San
Carlos Street
Name of
Developer:
Urban
Catalyst
Phase No.:
No
Project Type:
Commercial
Project Description:
Site Development Permit to
allow the demolition of up
to three residential units, a
water tank building, three
commercial buildings and
two sheds for the
construction of a building
with up to 175-room hotel
on an approximately 0.60-
gross acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
0.60 Total Area of
Land
Disturbed
(Acres):
0.60 Total New
Impervious
Surface Area
(ft2):
1,104
Total Replaced
Impervious
Surface (ft2):
23,613
Total Pre-
Project
Impervious
Surface Area
(ft2):
23,613
Total Post-
Project
Impervious
Surface Area
(ft
2):
24,717
Project
Status:
Deemed
Complete
Date:
6/23/2021
Approval
Date:
8/24/2021
Site Design Measures:
Covered parking, clustered structures,
clustered paved areas.
Source Control Measures:
Beneficial landscaping,
covered dumpster area drain
to sanitary sewer,
maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling, water
efficient irrigation system.
Treatment Control
Measures:
On Site:
Planter Box, Proprietary
Media Filter System
(MFS)(project qualifies as a
Category B special project)
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow,i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-15
Project
Name:
The Kelsey
Ayer Station
Project
No.:
H20-005/
AD21-239
(previously
H19-019)
Project
Location:
Northwest
corner at
the
intersection
of Fox
Avenue
and First
Street
Street
Address:
457 North 1st
Street
Name of
Developer:
Kelsey Ayer,
LLC.
Phase No.:
No
Project Type:
Residential
Project Description:
Streamlined Ministerial
Permit to allow the
demolition of an existing
commercial building and
the construction of a 115-
unit multi-family
apartment building on an
approximately 0.47-gross
acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
0.47 Total Area
of Land
Disturbed
(Acres):
0.47 Total New
Impervious
Surface Area
(ft2):
3,116
Total
Replaced
Impervious
Surface (ft2):
20,031
Total Pre-
Project
Imperviou
s Surface
Area (ft2):
20,031
Total Post-
Project
Imperviou
s Surface
Area (ft
2):
23,147
Project
Status:
Deemed
Complete
Date:
7/18/2022
Approval
Date:
2/28/2020
(Not
reported in
FY 19-20);
5/25/2022
Site Design Measures:
Self-treating, protected existing
trees/vegetation/soil, directed runoff to
vegetated areas, covered parking,
clustered structures.
Source Control Measures:
Covered dumpster area,
connect wash area/racks to
sanitary sewer; connect interior
parking structures, pools, spas or
fountains to sanitary sewer;
covered loading docks and
maintenance bays to sanitary
sewer; beneficial landscaping;
water efficient irrigation system;
storm drain system stenciling;
maintenance (sweeping,
cleaning, etc.).
Treatment Control
Measures:
On Site:
Planter Box, Proprietary
Media Filter System (MFS)
(project is a qualifying
Category C special
project)
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
Project
Name:
Oakland
Road
Project No.:
H20-018
Project
Location:
East on
Oakland
Road, north
from East
Brokaw Road
Street Address:
0 Oakland
Road
Name of
Developer:
OOL, LLC
Phase No.:
No
Project Type:
Industrial
Project Description:
Site Development Permit to
construct one research and
development building and
a second building on an
approximately 2.0-gross
acre site.
Project
Watershed:
Coyote
Total Site
Area
(Acres):
2.00 Total Area of
Land
Disturbed
(Acres):
1.98 Total New
Impervious
Surface Area
(ft
2):
65,719
Total Replaced
Impervious
Surface (ft
2):
570
Total Pre-
Project
Impervious
Surface Area
(ft2):
5,163
Total Post-
Project
Impervious
Surface Area
(ft2):
66,289
Project
Status:
Deemed
Complete
Date:
10/25/2021
Approval
Date:
11/3/2021
Site Design Measures:
Self-retaining area, self-treating area, trees
planted adjacent to impervious areas.
Source Control Measures:
Connect interior parking
structures, covered dumpster
area, loading docks,
maintenance bays, pools, spas
or fountains to sanitary sewer,
connect pumped ground water
to sanitary sewer, maintenance
(sweeping, cleaning, etc.),
proper outdoor material storage
design, proper Recycling Facility
Treatment Control Measures:
On Site:
Bioretention, Planter Box
Off Site:
N/A
Operation &
Maintenance
Responsibility
Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow,i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Green Area > 1 Acre But
Does Not Increase
Impervious Surface
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-16
design.
Project
Name:
777 West
San Carlos
Residential
Project
No.:
H20-030
Project
Location:
East of
Sunol Street,
north of
West San
Carlos
Street
Street
Address:
777 West San
Carlos Street
Name of
Developer:
Danco Group
Phase
No.:
No
Project Type:
Residential
Project Description:
Ministerial Permit to allow
the construction of 100%
affordable six-story
apartment building
consisting of 154
residential units on a 1.21-
gross acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
1.21 Total Area
of Land
Disturbed
(Acres):
1.21 Total New
Impervious
Surface Area
(ft2):
118
Total Replaced
Impervious
Surface (ft2):
48,416
Total Pre-
Project
Imperviou
s Surface
Area (ft
2):
48,416
Total Post-
Project
Imperviou
s Surface
Area (ft
2):
48,534
Project
Status:
Deemed
Complete
Date:
1/11/2022
Approval
Date:
08/13/2021
Site Design Measures:
Covered parking.
Source Control Measures:
Beneficial landscaping; water
efficient irrigation system;
maintenance (sweeping,
cleaning, etc.); storm drain
system stenciling; covered
dumpster area drain to
sanitary sewer; connect interior
parking structures to sanitary
sewer; connect pools; spas or
fountains to sanitary sewer.
Treatment Control
Measures:
On Site:
Proprietary Media Filter
System (MFS) (project is a
qualifying Category B
special project)
Off Site:
N/A
Operation & Maintenance
Responsibility
Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
Project
Name:
Delivery
Station: DD01
San Jose
Project No.:
H20-039
Project
Location:
North corner
of Junction
Avenue and
Dado Street
Street Address:
2256 Junction
Avenue
Name of
Developer:
Duke Realty
Phase No.:
No
Project Type:
Industrial
Project Description:
Site Development Permit to
allow the modification of an
existing industrial building
and site for a
warehouse/distribution
facility on a 13.68-acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
13.68 Total Area of
Land
Disturbed
(Acres):
5.66 Total New
Impervious
Surface Area
(ft2):
45,977
Total Replaced
Impervious
Surface (ft2):
150,750
Total Pre-
Project
Impervious
Surface Area
(ft2):
478,795
Total Post-
Project
Impervious
Surface Area
(ft2):
196,727
Project
Status:
Deemed
Complete
Date:
9/7/2021
Approval
Date:
9/29/2021
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-17
Site Design Measures:
Self-treating area, clustered paved areas,
clustered structures, protected existing
trees/vegetation/soil, trees planted
adjacent to impervious areas, directed
runoff to vegetated areas.
Source Control Measures:
Beneficial landscaping, storm
drain system stenciling, proper
recycling facility design,
maintenance (sweeping,
cleaning, etc.), water efficient
irrigation system.
Treatment Control Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow,i=0.2 inch/hr.,3:
Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
Project
Name:
Bayshore
Hwy
Project No.:
H20-041
Project
Location:
North of Old
Bayshore
Highway,
northwest of
Queens Lane
Street Address:
1720 Old Bay
Shore
Highway
Name of
Developer:
OPI
Commercial
Builders
Phase No.:
No
Project Type:
Industrial
Project Description:
Site Development Permit to
allow additions and façade
modifications to an existing
warehouse building,
including an incidental
office addition, canopy
addition, and repaving of
the remainder of the site for
automobile and delivery
vehicle parking on a 6.07-
gross acre site
Project
Watershed:
Baylands
Total Site
Area
(Acres):
6.07 Total Area
of Land
Disturbed
(Acres):
0.89 Total New
Impervious
Surface Area
(ft
2):
0.00 Total Replaced
Impervious
Surface (ft2):
34,714
Total Pre-
Project
Impervious
Surface Area
(ft2):
41,983
Total Post-
Project
Impervious
Surface Area
(ft
2):
34,714
Project
Status:
Deemed
Complete
Date:
8/18/2021
Approval
Date:
12/18/2021
Site Design Measures:
Protected existing trees/vegetation/soil,
created new pervious areas, directed
runoff to rain barrels, trees planted
adjacent to impervious areas.
Source Control Measures:
Covered dumpster area drain
to sanitary sewer, beneficial
landscaping, water efficient
irrigation system, maint
enance
(sweeping, cleaning, etc.),
storm drain system stenciling.
Treatment Control Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-18
Project
Name:
1953
Concourse
Drive
Project No.:
H21-003
Project Location:
North side of
Concourse Drive,
east of Ringwood
Avenue
Street
Address:
1953
Concourse
Drive
Name of
Developer:
1953
Concourse
Drive, LLC
Phase No.:
No
Project Type:
Industrial
Project Description:
Site Development Permit to
allow demolition of existing
industrial building and the
construction of a second
industrial building on an
approximately 7.02-gross
acre site.
Project
Watershed:
Coyote
Total Site
Area
(Acres):
7.02 Total Area
of Land
Disturbed
(Acres):
7.02 Total New
Impervious
Surface Area
(ft
2):
776
Total Replaced
Impervious
Surface (ft2):
255,484
Total Pre-
Project
Impervious
Surface Area
(ft2):
255,708
Total Post-
Project
Impervious
Surface Area
(ft
2):
256,260
Project
Status:
Deemed
Complete
Date:
2/9/2022
Approval
Date:
4/27/2022
Site Design Measures:
Protected existing trees/vegetation/soil,
directed runoff to vegetated areas, trees
planted adjacent to impervious areas, clustered
structures, created new pervious areas,
minimized surface parking areas (not in excess
of code).
Source Control Measures:
Beneficial landscaping,
water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.),
storm drain system
stenciling, covered
dumpster area drain to
sanitary sewer, covered
loading docks and
maintenance bays to
sanitary sewer.
Treatment Control Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
Project
Name:
5853 & 5863
Rue Ferrari
Project No.:
H21-006
Project
Location:
Northeast of Rue
Ferrari, southeast
of Enzo Drive
Street
Address:
5853 Rue
Ferrari
Name of
Developer:
Duke Realty
Corporation
Phase No.:
No
Project Type:
Industrial
Project Description:
Site Development Permit to
allow the demolition of two
existing buildings and the
construction of industrial
building on an
approximately 17.36-gross
acre site.
Project
Watershed:
Coyote
Total Site
Area
(Acres):
17.36 Total Area of
Land
Disturbed
(Acres):
17.32 Total New
Impervious
Surface Area
(ft2):
0.00 Total Replaced
Impervious
Surface (ft
2):
588,813
Total Pre-
Project
Impervious
Surface Area
(ft2):
588,813
Total Post-
Project
Impervious
Surface Area
(ft2):
588,813
Project
Status:
Deemed
Complete
Date:
3/16/2022
Approval
Date:
3/30/2022
Site Design Measures:
Self-treating, created new pervious areas,
directed runoff to vegetated areas, trees
planted adjacent to impervious areas.
Source Control Measures:
Beneficial landscaping,
water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.),
storm drain system
stenciling.
Treatment Control Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow,i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
Yes
HM Controls Used:
Bioretention with outlet
control
HM Method: BAHM
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-19
Project
Name:
King
Commerce
Center
Project
No.:
H21-011
Project
Location:
Northeast
corner of North
King Road and
Las Plumas
Avenue
intersection
Street
Address:
650 North
King Road
Name of
Developer:
BTC III San
Jose
Logistics
Center LP
Phase No.:
No
Project Type:
Industrial
Project Description:
Site Development Permit
to allow the demolition of
four existing buildings
and the construction of
an industrial warehouse
building with vehicle
parking spaces, bicycle
parking spaces, and
trailer parking spaces on
an approximately 10.71-
gross acre site.
Project
Watershed:
Coyote
Total Site
Area
(Acres):
10.71 Total Area
of Land
Disturbed
(Acres):
10.71 Total New
Impervious
Surface
Area (ft2):
32,702
Total
Replaced
Impervious
Surface
(ft2):
342,097
Total Pre-
Project
Impervious
Surface Area
(ft2):
342,097
Total Post-
Project
Impervious
Surface Area
(ft
2):
374,799
Project
Status:
Deemed
Complete
Date:
1/14/2022
Approval
Date:
2/16/2022
Site Design Measures:
Trees planted adjacent to impervious areas,
self-treating areas, minimized surface
parking areas (not in excess of code),
created new pervious areas, directed runoff
to vegetated areas.
Source Control Measures:
Beneficial landscaping,
water efficient irrigation
system, covered dumpster
area drain to sanitary
sewer, maintenance
(sweeping, cleaning,
etc.), storm drain system
stenciling.
Treatment Control
Measures:
On Site:
Planter Box
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
Project Name:
Postwood Drive
Residential
Community
Project No.:
H21-016
Project
Location:
Bounded by
Bret Harte
Drive to the
north and
Raich Drive
to the south
Street
Address:
0 Bret Harte
Drive
Name of
Developer:
SummerHill
Homes LLC
Phase No.:
No
Project Type:
Residential
Project Description:
Site Development Permit to
allow the construction of 15
detached single-family
residences with six ADUs on
an approximately 4.97-gross
acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
4.97 Total Area of
Land
Disturbed
(Acres):
3.45 Total New
Impervious
Surface Area
(ft2):
0.00 Total
Replaced
Impervious
Surface (ft
2):
71,205
Total Pre-
Project
Impervious
Surface Area
(ft2):
93,900
Total Post-
Project
Impervious
Surface Area
(ft
2):
71,205
Project
Status:
Deemed
Complete
Date:
1/3/2022
Approval
Date:
2/16/2022
Site Design Measures:
Directed runoff to vegetated areas, trees
planted adjacent to impervious areas,
created new pervious areas.
Source Control Measures:
Beneficial landscaping, water
efficient irrigation system,
maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures: N/A
HM Controls Required:
No, In Green Area > 1 Acre
But Does Not Increase
Impervious Surface
HM Controls Used:
N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-20
Project Name:
1080 Lincoln
Avenue Site
Maintenance
Project No.:
H21-032
Project
Location:
East side of
Lincoln
Avenue,
north of
Willow
Street
Street
Address:
1080 Lincoln
Avenue
Name of
Developer:
Keon
Vossoughi
Phase No.:
No
Project Type:
Commercial
Project Description:
Site development permit to
allow the reconfiguration of
an existing parking lot
serving two existing retail
buildings on an
approximately 0.78-gross
acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
0.78 Total Area of
Land
Disturbed
(Acres):
0.37 Total New
Impervious
Surface Area
(ft2):
951
Total
Replaced
Impervious
Surface (ft
2):
4,383
Total Pre-
Project
Impervious
Surface Area
(ft
2):
17,057
Total Post-
Project
Impervious
Surface Area
(ft2):
5,334
Project
Status:
Deemed
Complete
Date:
2/10/2022
Approval
Date:
3/16/2022
Site Design Measures:
Protected existing trees/vegetation/soil,
preserved open space, trees planted
adjacent to impervious areas, clustered
structures, clustered paved areas, directed
runoff to vegetated areas.
Source Control Measures:
Beneficial landscaping, water
efficient irrigation system,
maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling.
Treatment Control
Measures:
On Site:
Pervious pavement
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
1B: Volume
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Green Area But < 1 acre
HM Controls Used:
N/A
HM Method:
N/A
Project Name:
PTTC Storage
Building
Project No.:
H21-035
Project
Location:
Southeast
line of
Commercial
Street, north
of Mabury
Road
Street
Address:
907 Berryessa
Road
Name of
Developer:
Artik Art and
Architecture
Phase No.:
No
Project Type:
Industrial
Project Description:
Site Development Permit to
allow the construction of a
metal storage building at a
trade training center on an
approximately 7.4-gross acre
site
Project
Watershed:
Coyote
Total Site
Area
(Acres):
7.40 Total Area of
Land
Disturbed
(Acres):
0.30 Total New
Impervious
Surface Area
(ft2):
10,278
Total
Replaced
Impervious
Surface (ft
2):
0.00 Total Pre-
Project
Impervious
Surface Area
(ft2):
595
Total Post-
Project
Impervious
Surface Area
(ft2):
10,278
Project
Status:
Deemed
Complete
Date:
1/25/2022
Approval
Date:
2/23/2022
Site Design Measures:
Protected existing trees/vegetation/soil,
directed runoff to vegetated areas.
Source Control Measures:
Beneficial landscaping, water
efficient irrigation system,
storm drain system stenciling,
maintenance (sweeping,
cleaning, etc.).
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, I=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-21
Project Name:
Pacific
Surfacing, Inc
Project No.:
H21-049
Project
Location:
North side of
State Street,
east of Essex
Street
Street
Address:
1436 State
Street
Name of
Developer:
Laucella
Holdings LLC
Phase No.:
No
Project Type:
Industrial
Project Description:
Site Development Permit to
allow the reconfiguration of
an existing vacant building
to warehouse and incidental
office use, the addition of an
outdoor materials storage
pad and propane tank, and
the addition of an indoor
asphalt sealant tank for a
new corp yard.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
1.00 Total Area of
Land
Disturbed
(Acres):
0.89 Total New
Impervious
Surface Area
(ft2):
0.00 Total
Replaced
Impervious
Surface (ft
2):
34,714
Total Pre-
Project
Impervious
Surface Area
(ft2):
41,983
Total Post-
Project
Impervious
Surface Area
(ft2):
34,714
Project
Status:
Deemed
Complete
Date:
10/26/2021
Approval
Date:
3/15/2022
Site Design Measures:
Protected existing trees/vegetation/soil,
directed runoff to vegetated areas, trees
planted adjacent to impervious areas,
decreased overall amount of impervious
surface, created new pervious areas,
minimized surface parking areas (not in excess
of code).
Source Control Measures:
Beneficial landscaping, water
efficient irrigation system,
maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling, covered
dumpster area drain to
sanitary sewer, proper
outdoor material storage
design.
Treatment Control
Measures:
On Site:
Bioretention, Planter Box
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Purple Area
HM Controls Used: N/A
HM Method: N/A
Project Name:
FedEx
Project No.:
H21-055
Project
Location:
Southwest
corner of
Trimble
Road and
Kruse Drive
Street
Address:
696 East
Trimble Road
Name of
Developer:
Orchard
Commercial,
Inc.
Phase No.:
No
Project Type:
Industrial
Project Description:
Site Development Permit to
allow reconfiguration of the
existing Federal Express
ground storage parking and
to accommodate new
pavement, curb, gutter,
walkways, storm drainage
facilities as well as
biotreatment areas on a
17.40-acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
17.40 Total Area of
Land
Disturbed
(Acres):
2.10 Total New
Impervious
Surface Area
(ft
2):
48,980
Total
Replaced
Impervious
Surface (ft
2):
36,364
Total Pre-
Project
Impervious
Surface Area
(ft2):
38,100
Total Post-
Project
Impervious
Surface Area
(ft
2):
85,344
Project
Status:
Deemed
Complete
Date:
5/4/2022
Approval
Date:
5/25/2022
Site Design Measures:
Directed runoff to vegetated areas, clustered
paved areas, trees planted adjacent to
impervious areas.
Source Control Measures:
Beneficial landscaping, water
efficient irrigation system,
storm drain system stenciling,
maintenance (sweeping,
cleaning, etc.).
Treatment Control Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-22
Project Name:
Garden Center
Demolition Site
Development
Permit for Target
Project No.:
HA01-069-01
Project
Location:
East side of
North
Capitol
Avenue and
north of
McKee
Road
Street
Address:
450 North
Capitol
Avenue
Name of
Developer:
Target, Inc.
Phase No.:
No
Project Type:
Commercial
Project Description:
Site Development Permit to
allow the demolition of
Garden Center accessory
structure at an existing retail
store (Target), to be
replaced by an expanded
parking area and drive-up
pick up stalls.
Project
Watershed:
Coyote
Total Site
Area
(Acres):
11.54 Total Area of
Land
Disturbed
(Acres):
0.61 Total New
Impervious
Surface Area
(ft2):
0.00 Total
Replaced
Impervious
Surface (ft
2):
23,967
Total Pre-
Project
Impervious
Surface Area
(ft2):
47,623
Total Post-
Project
Impervious
Surface Area
(ft
2):
23,967
Project
Status:
Deemed
Complete
Date:
4/13/2022
Approval
Date:
5/11/2022
Site Design Measures:
Protected existing trees/vegetation/soil,
decreased overall amount of impervious
surface, created new pervious areas, directed
runoff to vegetated areas, trees planted
adjacent to impervious areas.
Source Control Measures:
Water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.),
storm drain system stenciling.
Treatment Control Measures:
On Site: Bioretention
Off Site: N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Green Area > 1 Acre But
Does Not Increase
Impervious Surface
HM Controls Used: N/A
HM Method: N/A
Project Name:
Comfort Inn &
Suites
Project No.:
PD18-042
Project
Location:
Northeast
corner of
Oakland
Road and
Faulstich
Court
Street
Address:
0 Oakland
Road
Name of
Developer:
Rooftech, LLC
Phase No.:
No
Project Type:
Commercial
Project Description:
Planned Development
Permit to allow the
construction of a 5-story, 48-
room hotel with an
alternative parking
arrangement (mechanical
lifts) on a 0.24-gross acre site
Project
Watershed:
Coyote
Total Site
Area
(Acres):
0.24 Total Area of
Land
Disturbed
(Acres):
0.24 Total New
Impervious
Surface Area
(ft2):
10,198
Total
Replaced
Impervious
Surface (ft2):
183
Total Pre-
Project
Impervious
Surface Area
(ft
2):
183
Total Post-
Project
Impervious
Surface Area
(ft2):
10,381
Project
Status:
Deemed
Complete
Date:
6/11/2021
Approval
Date:
3/29/2022
Site Design Measures:
Clustered structures, clustered paved areas,
directed runoff to vegetated areas, trees
planted adjacent to impervious areas,
covered parking.
Source Control Measures:
Covered dumpster area drain
to sanitary sewer, connect
interior parking structures to
sanitary sewer, beneficial
landscaping, water efficient
irrigation system,
maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling.
Treatment Control
Measures:
On Site:
Planter Box
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-23
Project Name:
1312 El Paseo
de Saratoga
& 1777
Saratoga
Avenue
Mixed-Use
Village
Project No.:
PD20-006
Project
Location:
Saratoga
Avenue,
North of
Lawrence
expresswa
y and
Quito
Road
Street
Address:
1312 El
Paseo de
Saratoga &
1777
Saratoga
Avenue
Name of
Developer:
Sand Hill
Property
Company
Phase No.:
No
Project Type:
Mixed Use
Project Description:
Planned Development
Permit to allow the
construction of 994
residential units on an
approximately 1.72-gross
acre site.
Project
Watershed:
San Tomas
Total Site
Area
(Acres):
10.76 Total Area
of Land
Disturbed
(Acres):
10.76 Total New
Impervious
Surface
Area (ft2):
0.00 Total
Replaced
Impervious
Surface
(ft
2):
117,554
Total Pre-
Project
Impervious
Surface
Area (ft2):
140,745
Total Post-
Project
Impervious
Surface
Area (ft
2):
117,554
Project
Status:
Deemed
Complete
Date:
5/11/2022
Approval
Date:
6/21/2022
Site Design Measures:
Self-treating areas, self-retaining areas,
protected existing trees/vegetation/soil, trees
planted adjacent to impervious areas,
directed runoff to vegetated areas,
decreased overall amount of impervious
surface, clustered structures, clustered
paved areas, created new pervious areas,
covered parking.
Source Control Measures:
Beneficial landscaping,
water efficient irrigation
system; storm drain system
stenciling; maintenance
(sweeping,cleaning,etc.);
covered dumpster area
drain to sanitary sewer;
connect interior parking
structures to sanitary sewer;
connect pools, spas or
fountains to sanitary sewer.
Treatment Control
Measures:
On Site:
Bioretention, Planter Box,
Proprietary Media Filter
System (MFS) (project
qualifies as a Category C
special project), Tree Filter
w/ Bioretention Soil
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow,i=0.2 inch/hr., 3:
Combination Flow and
Volume Design, 1B:
Volume, 80% or More
Capture
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Purple Area
HM Controls Used: N/A
HM Method: N/A
Project
Name:
Dunpont
Village
Project No.:
PD20-011
Project
Location:
Bordered
by
McEvoy
Street,
West San
Carlos
Street,
and Park
Avenue
Street
Address:
226, 224,
254
McEvoy
Street; 205
& 214
Dupont
Street
Name of
Developer:
M&M
DIRIDON,
LLC
Phase No.:
No
Project Type:
Industrial
Project Description:
Special Use Permit
Amendment to allow the
modification of an 5.40-
acre site to reduce the
building footprints.
Project
Watershed:
Guadalup
e
Total Site
Area
(Acres):
5.40 Total Area
of Land
Disturbed
(Acres):
4.95 Total New
Impervious
Surface
Area (ft2):
636,151
Total
Replaced
Impervious
Surface
(ft
2):
9,832
Total Pre-
Project
Impervious
Surface
Area (ft
2):
9,832
Total Post-
Project
Impervious
Surface
Area (ft2):
645,983
Project
Status:
Deemed
Complete
Date:
3/21/2022
Approval
Date:
3/10/2022
Site Design Measures:
Self-treating area, self-retaining area,
protected existing trees/vegetation/soil,
reduce existing impervious surfaces, created
new pervious areas, direct runoff from roofs,
sidewalks, patios to landscaped areas,
clustered structures, trees planted adjacent
to impervious areas.
Source Control Measures:
Covered loading docks
and maintenance bays to
sanitary sewer, beneficial
landscaping, water
efficient irrigation system,
maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling.
Treatment Control
Measures:
On Site:
Planter Box, Media Filter
System (MFS)
(project qualifies as a
Category C special
project)
Off Site:
N/A
Operation & Maintenance
Responsibility
Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used:
N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-24
Project
Name:
Evergreen
Medical
Office
Building
Project No.:
PD21-008
Project
Location:
Northwest
corner of
East
Capitol
Expresswa
y and
Evergreen
Loop
Street
Address:
North
Evergreen
Loop
Name of
Developer:
Arcadia
Developme
nt Co
Phase No.:
No
Project Type:
Commercial
Project Description:
Planned Development
Permit to allow the
construction of a four-story
medical office building
and a five-level
standalone parking
garage on a 5.04-acre
site.
Project
Watershed:
Coyote
Total Site
Area
(Acres):
5.04 Total Area
of Land
Disturbed
(Acres):
5.04 Total New
Impervious
Surface
Area (ft
2):
173,747
Total
Replaced
Impervious
Surface
(ft2):
0.00 Total Pre-
Project
Impervious
Surface
Area (ft2):
0.00 Total Post-
Project
Impervious
Surface
Area (ft2):
173,747
Project
Status:
Deemed
Complete
Date:
11/18/202
1 Approval
Date:
12/8/2021
Site Design Measures:
Created new pervious areas, directed runoff
to vegetated areas, trees planted adjacent
to impervious areas, covered parking.
Source Control Measures:
Beneficial landscaping,
maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling, covered
dumpster area drain to
sanitary sewer, connect
interior parking structures to
sanitary sewer, water
efficient irrigation system.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility
Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used:
N/A
HM Method: N/A
Project Name:
Bellarmine
College
Preparatory
Project No.:
PD21-014
Project
Location:
North side
of West
Hedding
Street,
east of
Elm Street
Street
Address:
795
Stockton
Avenue
Name of
Developer:
DEVCON
Constructio
n, Inc.
Phase No.:
No
Project Type:
Educational
Project Description:
Planned Development
Permit to allow
construction of a three-
story, parking structure at
Bellarmine College
Preparatory on an
approximately 1.07-gross
acre site.
Project
Watershed:
Guadalup
e
Total Site
Area
(Acres):
1.07 Total Area
of Land
Disturbed
(Acres):
1.07 Total New
Impervious
Surface
Area (ft2):
1,912
Total
Replaced
Impervious
Surface
(ft
2):
29,142
Total Pre-
Project
Impervious
Surface
Area (ft2):
41,153
Total Post-
Project
Impervious
Surface
Area (ft
2):
31,054
Project
Status:
Deemed
Complete
Date:
6/1/2022
Approval
Date:
6/22/2022
Site Design Measures:
Self-retaining areas, self-treating areas,
protected existing trees/vegetation/soil,
created new pervious areas, directed runoff
to vegetated areas, clustered structures,
clustered paved areas, trees planted
adjacent to impervious areas.
Source Control Measures:
Connect pools, spas or
fountains to sanitary sewer,
connect interior parking
structures to sanitary sewer,
beneficial landscaping,
water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.),
storm drain system
stenciling.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr., 1B:
Volume, 80% or More
Capture
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-25
Project Name:
Second
Harvest Food
Bank
Project No.:
PD21-016
Project
Location:
Intersectio
n of 1st
Street and
Wilson
Way
Street
Address:
4653 North
1st Street
Name of
Developer:
South Bay
Developme
nt Co.
Phase No.:
No
Project Type:
Commercial
Project Description:
Planned Development
Permit to allow the
construction of a
warehouse and distribution
building, and
maintenance of an
existing previously
approved Planned
Development Permit (File
No. PD13-012) on an
approximately 10.47-gross
acre site.
Project
Watershed:
Coyote
Total Site
Area
(Acres):
10.47 Total Area
of Land
Disturbed
(Acres):
10.47 Total New
Impervious
Surface
Area (ft2):
394,128
Total
Replaced
Impervious
Surface
(ft
2):
119
Total Pre-
Project
Impervious
Surface
Area (ft2):
3,105
Total Post-
Project
Impervious
Surface
Area (ft
2):
394,247
Project
Status:
Deemed
Complete
Date:
5/17/2022
Approval
Date:
5/18/2022
Site Design Measures:
Created new pervious areas, directed runoff
to vegetated areas, trees planted adjacent
to impervious areas, minimized surface
parking areas (not in excess of code).
Source Control Measures:
Covered dumpster area
drain to sanitary sewer,
beneficial landscaping,
water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.),
storm drain system
stenciling.
Treatment Control
Measures:
On Site:
Bioretention, Planter Box
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr., 3:
Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Light Blue/Purple Area
HM Controls Used: N/A
HM Method: N/A
Project Name:
Home 2 Suites
by Hilton
Project No.:
PDA13-049-
03 Project
Location:
Southeast
corner of
North 1st
Street and
Matrix
Boulevard
Street
Address:
1770 North
First Street
Name of
Developer:
S.J.
Sweetwater
Holdings
LLC
Phase No.:
No
Project Type:
Commercial
Project Description:
Planned Development
Permit Amendment to
allow the construction of a
171-room four-story hotel,
with a 20 percent parking
reduction for proximity to
transit, on an
approximately 2.93-gross
acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
2.93 Total Area
of Land
Disturbed
(Acres):
2.49 Total New
Impervious
Surface
Area (ft2):
78,436
Total
Replaced
Impervious
Surface
(ft2):
29,442
Total Pre-
Project
Impervious
Surface Area
(ft2):
535,621
Total Post-
Project
Impervious
Surface Area
(ft
2):
553,965
Project
Status:
Deemed
Complete
Date:
7/2/2020
Approval
Date:
2/23/2022
Site Design Measures:
Directed runoff to vegetated areas,
preserved open space, protected existing
trees/vegetation/soil.
Source Control Measures:
Beneficial landscaping,
maintenance (sweeping,
cleaning, etc.), water
efficient irrigation system.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used:
N/A
HM Method:
N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-26
Project Name:
5601 Great
Oaks Parkway
Building 1
Project No.:
PDA14-005-
11 Project
Location:
Bounded
by Cottle
Road,
Monterey
Highway,
Highway
85 and
Manassas
Road
Street
Address:
5601 Great
Oaks
Parkway
Building 1
Name of
Developer:
Western
Digital
Phase No.:
No
Project Type:
Industrial
Project Description:
Planned Development
Permit Amendment to
allow the installation of the
new containerized DRUPS
back-up electrical
generation system with the
associated site
improvements on a 1.28-
acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
1.28 Total Area
of Land
Disturbed
(Acres):
1.14 Total New
Impervious
Surface
Area (ft2):
12,247
Total
Replaced
Impervious
Surface
(ft
2):
30,165
Total Pre-
Project
Impervious
Surface Area
(ft
2):
4,979,786
Total Post-
Project
Impervious
Surface Area
(ft2):
42,412
Project
Status:
Deemed
Complete
Date:
5/11/2021
Approval
Date:
7/7/2021
Site Design Measures:
Created new pervious areas, clustered
paved areas, trees planted adjacent to
impervious areas.
Source Control Measures:
Beneficial landscaping,
water efficient irrigation
system, storm drain system
stenciling, maintenance
(sweeping, cleaning, etc.).
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
Project Name:
Lazy Dog
Restaurant
Project No.:
PDA96-040-
02 Project
Location:
Southwest
corner of
Almaden
Expressway
Street
Address:
5305
Almaden
Expressway
Name of
Developer:
Lazy Dog
Restaurants
LLC
Phase No.:
No
Project Type:
Commercial
Project Description:
Planned Development
Permit Amendment to
allow construction of a
restaurant on a 40.21-gross
acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
40.21 Total Area
of Land
Disturbed
(Acres):
0.68 Total New
Impervious
Surface
Area (ft2):
0.00 Total
Replaced
Impervious
Surface
(ft2):
26,304
Total Pre-
Project
Impervious
Surface Area
(ft2):
29,906
Total Post-
Project
Impervious
Surface Area
(ft
2):
26,304
Project
Status:
Deemed
Complete
Date:
5/4/2020
Approval
Date:
7/07/2021
Site Design Measures:
Protected existing trees/vegetation/soil,
preserved open space, decreased overall
amount of impervious surface, created new
pervious areas, directed runoff to vegetated
areas, trees planted adjacent to impervious
areas.
Source Control Measures:
Covered dumpster area
drain to sanitary sewer,
beneficial landscaping,
water efficient irrigation
system, storm drain system
stenciling.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
Yes
In Green Area > 1 Acre But
Does Not Increase
Impervious Surface
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-27
Project
Name:
Sikh Gurdwara
Expansion
Project No.:
PDA96-065-
07 Project
Location:
Northeast
corner of
Murillo
Avenue
and
Chaboya
Road
Street
Address:
3636 Murillo
Avenue
Name of
Developer:
Sikh
Gurdwara
San Jose
Phase No.:
No
Project Type:
Commercial
Project Description:
Planned Development
Permit Amendment to
allow the construction of a
second level addition to
existing function halls, a
development exception to
allow additional height for
temple domes, the
legalization of an existing
manual gate on an
approximately 34.98-gross
acre site.
Project
Watershed:
Coyote
Total Site
Area
(Acres):
34.98 Total Area
of Land
Disturbed
(Acres):
0.44 Total New
Impervious
Surface
Area (ft2):
0.00 Total
Replaced
Impervious
Surface
(ft
2):
19,535
Total Pre-
Project
Impervious
Surface Area
(ft
2):
275,000
Total Post-
Project
Impervious
Surface Area
(ft
2):
19,535
Project
Status:
Deemed
Complete
Date:
3/4/2022
Approval
Date:
4/13/2022
Site Design Measures:
Protected existing trees/vegetation/soil,
preserved open space, directed runoff to
vegetated areas, clustered structures,
clustered paved areas.
Source Control Measures:
Beneficial landscaping,
water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.).
Treatment Control
Measures:
On Site:
Bioretention, Planter Box
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Green Area > 1 Acre
But Does Not Increase
Impervious Surface
HM Controls Used: N/A
HM Method: N/A
Project Name:
Winchester
Mixed Use
Project
Project No.:
SP20-002
Project
Location:
South
Winchester
Blvd, south
of Williams
Road
Street
Address:
1073 South
Winchester
Boulevard
Name of
Developer: Y
israel 26 LLC
Phase No.:
No
Project Type:
Mixed Use
Project Description:
Special Use Permit to allow
the construction of a six-
story mixed-use building
consisting of 61 residential
condo units and
commercial space on a
0.82-gross acre site.
Project
Watershed:
San Tomas
Total Site
Area
(Acres):
0.82 Total Area
of Land
Disturbed
(Acres):
0.82 Total New
Impervious
Surface
Area (ft
2):
2,590
Total
Replaced
Impervious
Surface
(ft
2):
30,025
Total Pre-
Project
Impervious
Surface Area
(ft2):
30,025
Total Post-
Project
Impervious
Surface Area
(ft
2):
32,615
Project
Status:
Deemed
Complete
Date:
4/23/2021
Approval
Date:
8/25/2021
Site Design Measures:
Protected existing trees/vegetation/soil,
protected riparian areas, preserved open
space, directed runoff to vegetated areas.
Source Control Measures:
Beneficial landscaping,
water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.).
Treatment Control
Measures:
On Site:
Bioretention, Proprietary
Media Filter System (MFS)
(project qualifies as a
Category C special project)
Off Site:
N/A
Operation & Maintenance
Responsibility
Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design,2C: Flow,
i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Purple Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-28
Project Name:
West San
Carlos Street
Mixed Use
Development
Project No.:
SP20-004
Project
Location:
South side
of West
San Carlos
Street, west
of South
Buena
Vista
Avenue
Street
Address:
1530 West
San Carlos
Street
Name of
Developer:
Urban Villas,
LLC
Phase No.:
No
Project Type:
Mixed Use
Project Description:
Special Use Permit to allow
the construction of two
seven-story residential
mixed use buildings,
including 173 residential
units and commercial retail
space on an approximately
1.34-gross acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
1.34 Total Area
of Land
Disturbed
(Acres):
1.34 Total New
Impervious
Surface
Area (ft2):
531
Total
Replaced
Impervious
Surface
(ft
2):
44,423
Total Pre-
Project
Impervious
Surface Area
(ft2):
49,423
Total Post-
Project
Impervious
Surface Area
(ft2):
44,954
Project
Status:
Deemed
Complete
Date:
5/27/2021
Approval
Date:
8/24/2021
Site Design Measures:
Self-retaining area, directed runoff to
vegetated areas, clustered structures,
clustered paved areas, trees planted
adjacent to impervious areas.
Source Control Measures:
Beneficial landscaping,
water efficient irrigation
system, storm drain system
stenciling, and
maintenance (sweeping,
cleaning, etc.).
Treatment Control
Measures:
On Site:
Bioretention, Planter Box,
Proprietary Media Filter
System (MFS)
(project qualifies as a
Category C special project)
Off Site:
N/A
Operation & Maintenance
Responsibility
Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow,i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Purple Area
HM Controls Used:
N/A
HM Method:
N/A
Project Name:
The Mark –
Urban
Catalyst
Project No.:
SP20-021
Project
Location:
West of
South
Fourth
Street,
Northwest
of East
William
Street
Street
Address:
475 South
Fourth
Street
Name of
Developer:
Urban
Catalyst
Phase No.:
No
Project Type:
Residential
Project Description:
Special Use Permit to allow
the demolition of two
existing multi-family
residential buildings and
one single-family home ,
the consolidation of four
parcels, and the
construction of a new multi-
family residential building
on a 0.45 gross acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
0.45 Total Area
of Land
Disturbed
(Acres):
0.45 Total New
Impervious
Surface
Area (ft2):
1,558
Total
Replaced
Impervious
Surface
(ft
2):
16,883
Total Pre-
Project
Impervious
Surface Area
(ft2):
16,883
Total Post-
Project
Impervious
Surface Area
(ft
2):
18,441
Project
Status:
Deemed
Complete
Date:
7/06/2021
Approval
Date:
10/13/2021
Site Design Measures:
Clustered structures, covered parking,
directed runoff to vegetated areas.
Source Control Measures:
Beneficial landscaping,
water efficient irrigation
system, storm drain system
stenciling, maintenance
(sweeping, cleaning, etc.),
covered dumpster area
drain to sanitary sewer,
connect interior parking
structures to sanitary sewer.
Treatment Control
Measures:
On Site:
Planter Box, Proprietary
Media Filter System
(MFS) (project qualifies as a
Category A special project)
Off Site:
N/A
Operation & Maintenance
Responsibility
Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow,i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used:
N/A
HM Method:
N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-29
Project Name:
Westbank Park
Habitat
Project No.:
SP20-032
Project
Location:
Northwest
corner of
West San
Carlos
Street and
South
Market
Street
Street
Address:
180 Park
Avenue
Name of
Developer:
Westbank
Phase No.:
No
Project Type:
Commercial
Project Description:
Special Use Permit to allow
the construction of a
mixed-use building with
office, retail, and museum
space with a commercial
condominium for the
museum. The project would
include four levels of below
grade parking on a 2.55-
gross acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
2.55 Total Area
of Land
Disturbed
(Acres):
2.54 Total New
Impervious
Surface
Area (ft2):
0.00 Total
Replaced
Impervious
Surface
(ft
2):
80,249
Total Pre-
Project
Impervious
Surface Area
(ft
2):
100,090
Total Post-
Project
Impervious
Surface Area
(ft
2):
80,249
Project
Status:
Deemed
Complete
Date:
9/30/2021
Approval
Date:
11/3/2021
Site Design Measures:
Created new pervious areas, green roof,
minimized surface parking areas (not in
excess of code), directed runoff to vegetated
areas, decreased overall amount of
impervious surface, covered parking.
Source Control Measures:
Connect interior parking
structures to sanitary sewer,
beneficial landscaping,
covered dumpster area
drain to sanitary sewer,
covered loading docks and
maintenance bays to
sanitary sewer,
maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling, water
efficient irrigation system.
Treatment Control
Measures:
On Site:
Green Roof, Proprietary
Media Filter System (MFS)
(project qualifies as a
Category C special
project)
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow,i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used:
N/A
HM Method: N/A
Project Name:
Elk’s Lodge
Project No.:
SP21-001
Project
Location:
South of
West Alma
Avenue
east of
Belmont
Way
Street
Address:
444 West
Alma
Avenue
Name of
Developer:
Gordon
Wong, GKW
Architects
Phase No.:
No
Project Type:
Commercial
Project Description:
Special Use Permit to allow
the remodeling of a Private
Club/Community Gathering
Facility to include the
addition of exterior façade
upgrades, site and
landscaping improvements
on an approximately 5.37-
gross acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
5.37 Total Area
of Land
Disturbed (A
cres):
4.44 Total New
Impervious
Surface
Area (ft2):
254
Total
Replaced
Impervious
Surface
(ft
2):
108,901
Total Pre-
Project
Impervious
Surface Area
(ft
2):
196,465
Total Post-
Project
Impervious
Surface Area
(ft2):
109,155
Project
Status:
Deemed
Complete
Date:
11/12/2021
Approval
Date:
12/8/2021
Site Design Measures:
Protected existing trees/vegetation/soil
preserved open space, decreased overall
amount of impervious surface, created new
pervious areas, directed runoff to vegetated
areas, trees planted adjacent to impervious
areas.
Source Control Measures:
Covered dumpster area
drain to sanitary sewer,
connect pools, spas or
fountains to sanitary sewer,
beneficial landscaping,
water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.),
storm drain system
stenciling.
Treatment Control
Measures:
On Site:
Bioretention, Planter Box
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-30
Project Name:
The Arbor
Office Project
Project No.:
SP21-
037 (previously
H20-036)
Project
Location:
Northwest
corner of
West Julian
Street and
Terraine
Street
intersectio
n
Street
Address:
255 West
Julian
Street
Name of
Developer:
Project West
Julian, LLC
Phase No.:
No
Project Type:
Commercial
Project Description:
Site Development Permit to
allow a 14-story non-
residential building on an
approximately 1.79-gross
acre site.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
1.79 Total Area
of Land
Disturbed
(Acres):
1.59 Total New
Impervious
Surface
Area (ft2):
5,936
Total
Replaced
Impervious
Surface
(ft
2):
51,262
Total Pre-
Project
Impervious
Surface Area
(ft
2):
61,694
Total Post-
Project
Impervious
Surface Area
(ft
2):
57,198
Project
Status:
Deemed
Complete
Date:
11/3/2021
Approval
Date:
11/17/2021
Site Design Measures:
Self-treating areas, self-retaining areas,
protected existing trees/vegetation/soil,
directed runoff to vegetated areas, trees
planted adjacent to impervious areas,
created new pervious areas, covered
parking.
Source Control Measures:
Water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.),
storm drain system
stenciling, connect interior
parking structures to
sanitary sewer.
Treatment Control
Measures:
On Site:
Planter Box, Proprietary
Media Filter System (MFS)
(project qualifies as a
Category C special
project)
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow,i=0.2 inch/hr
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
Project Name:
Equinix
Project No.:
SPA15-031-01
Project
Location:
South side
of Via Del
Oro
between
San
Ignacio
Avenue
and Great
Oaks
Boulevard
Street
Address:
0 San
Ignacio
Avenue
Name of
Developer:
Equinix, Inc.
Phase No.:
No
Project Type:
Industrial
Project Description:
Special Use Permit
Amendment to allow the
modification of an 18-acre
site to reduce the building
footprints.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
18.00 Total Area
of Land
Disturbed
(Acres):
18.00 Total New
Impervious
Surface
Area (ft2):
636,151
Total
Replaced
Impervious
Surface
(ft2):
9,832
Total Pre-
Project
Impervious
Surface Area
(ft2):
9,832
Total Post-
Project
Impervious
Surface Area
(ft2):
645,983
Project
Status:
Deemed
Complete
Date:
4/22/2021
Approval
Date:
2/16/2022
Site Design Measures:
Protected existing trees/vegetation/soil,
created new pervious areas, clustered
structures, trees planted adjacent to
impervious areas, minimized surface parking
areas (not in excess of code).
Source Control Measures:
Covered loading docks and
maintenance bays to
sanitary sewer, beneficial
landscaping, water efficient
irrigation system,
maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
Property Owner
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
Yes
HM Controls Used:
Underground
Vault/Structure
HM Method: BAHM
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-31
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FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-32
C.3.b.iv.(2) ► Regulated Projects Reporting Table – Projects Approved During the Fiscal Year Reporting Period
Public Regulated Projects 2021/2022
Project Name:
Interim Four
Gate Boarding
Facility
Project No.:
8895
Project
Location26:
Mineta San
Jose
International
Airport
Street
Address:
1701 Airport
Boulevard
Name of
Developer:
City of San
José
Phase No.27:
No
Project Type28:
Public
Project Description29:
The scope of work includes
the construction of an
interim boarding facility for
remote passenger
operations to support four
airplane gates. This Is a
design-build project.
Project
Watershed30:
Guadalupe
Total Site
Area
(Acres):
0.94 Total Area of
Land
Disturbed
(Acres):
0.94 Total New
Impervious
Surface Area
(ft2)31:
0.00 Total
Replaced
Impervious
Surface (ft
2)32:
41,300
Total Pre-
Project
Impervious
Surface Area
(ft
2)33:
41,300
Total Post-
Project
Impervious
Surface Area
(ft
2)34:
41,300
Project
Status:
Deemed
Complete
Date35:
6/15/2019
Approval
Date36:
11/30/2019
(Not
reported in
FY 19-20)
Site Design Measures37:
Rain Barrel.
Source Control Measures38:
Maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling.
Treatment Control
Measures39:
On Site:
N/A
Off Site:
Bioretention
Operation & Maintenance
Responsibility Mechanism40:
The City shall maintain all
TCMs in conformance with
Section 20.95.120 of the
Zoning Ordinance
Hydraulic Sizing Criteria41:
2C: Flow, i=0.2 inch/hr.
Alternative Certification
42:
No
Alternative Compliance
Measures
43,44:
N/A
HM Controls Required45,46:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
26 Include cross streets
27 If a project is being constructed in phases, indicate the phase number and use a s eparate row entry for each phase. If not , enter “NA”. 28 Project Type is the type of development (i.e., new and/or redevelopment). Example descriptions of development are: 5 -story office building, residential with 160 single -family homes with five 4-story buildings to contain 200 condominiums, 10 0 unit 2-story shopping mall, mixed use retail and residential development (apartments), industrial warehouse. 29 Example descriptions of development are: 5 -story office building, residential with 160 single-family homes with five 4-story buildings to conta in 200 condominiums, 100 unit 2-story shopp ing mall, mixed-use retail and residential development (apartments), industrial warehouse.
30 State the watershed(s) in which the Regulated Projec t is located. Downstream wat ershed(s) may be included, but this is o ptional. 31 All impervious surfaces added to any area of the site that was previously existing pervious surface. 32 All impervious surfaces added to any area of the site that was previously existing im pervious surface. 33 For redevelopment projects, state the pre-project impervious surface area. 34 For redevelopment projects, state the post -project impervious surface area. 35 For public projects, state project design completed date. 36 For public projects, enter the plans a nd specifications approval date. 37 List source control measures approved for the project. Examples include: properly d esigned tra sh storage areas; storm drai n stenciling or signage; efficient lands cape irrigation systems; etc. 38 List site design measures a pproved for the project. Examples i nclude: minimize impervious surfaces; conserve natural areas, i ncluding existing tr ees or other vegetation, and soils; con struct sidewalks, walkways, and/or patio s with permeable surfaces, etc.
39 List all approved stormwa ter treatment system(s) to be insta lled onsite or at a joint stormwater treatment facility (e.g., flow through planter, bioretent ion facility, infiltration b asin, etc.). 40 List the legal mechanism(s) (e.g., maintenance plan for O&M by public entity, etc.) that have been or will be used to a ssign responsibility for the maintenance of the post -construction stormwater treatment systems . 41 See Provision C.3.d.i. “ Numeric Sizing Criteria for S tormwater Treatment Systems” for list of hydraulic sizing design crite ria. Enter the corresponding provision number of the appropriat e criterion (i.e., 1.a., 1.b., 2.a., 2.b., 2.c., or 3). 42 Note whether a third party was used to c ertify the project design complies with Provision C.3.d. 43 For Alternative Compliance by paying in-lieu fees in accordance with Pr ovision C.3.e.i.(2), on a separate page, provide the informatio n specified in Provision C.3.b.iv.(2)(m)(ii) for the Region al Project. 44 Note whether a third party was used to certify the project design complies with Provisio n C.3.d. 45 If HM control is not required, s tate why not.
46 If HM control is required, state con trol method used (e. g., method to design and size device(s) or method(s) used to meet th e HM Standard, and description of device(s) or method(s) used, such as detention basin(s), biodetention unit(s), regional detention basin, or in-stream control).
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-33
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-34
Project Name:
All Inclusive
Rotary
PlayGarden
Project No.:
9112
Project
Location:
Coleman
Avenue
and Anita
Street
Street
Address:
438
Coleman
Avenue
Name of
Developer:
City of San
José
Phase No.:
No
Project Type:
Public
Project Description:
Park expansion includes all-
inclusive play structures and
features for City-wide use.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
1.05 Total Area
of Land
Disturbed
(Acres):
1.05 Total New
Impervious
Surface
Area (ft2):
13,954
Total
Replaced
Impervious
Surface
(ft
2):
0.00 Total Pre-
Project
Impervious
Surface Area
(ft2):
0.00 Total Post-
Project
Impervious
Surface Area
(ft
2):
13,954
Project
Status:
Deemed
Complete
Date:
7/18/2021
Approval
Date:
9/8/2021
Site Design Measures:
Cluster structures/pavement; create new
pervious areas, including landscaping,
walkways, and patios; direct runoff from
sidewalks and patios to landscaped areas.
Source Control Measures:
Maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling.
Treatment Control
Measures:
On Site: Bioretention
Off Site: N/A
Operation & Maintenance
Responsibility Mechanism:
The City shall maintain all
TCMs in conformance with
Section 20.95.120 of the
Zoning Ordinance.
Hydraulic Sizing Criteria:
2C:Flow, i=-0.2 inch.hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used:
N/A
HM Method:
N/A
Project Name:
All Inclusive
Playground –
Emma Prusch
Project No.:
9217
Project
Location:
Story Road
and King
Road
Street
Address:
647 South
King Road
Name of
Developer:
City of San
José
Phase No.:
1 Project Type:
Public
Project Description:
Construction of a new all-
inclusive playground and
restroom with bioretention
at existing park.
Project
Watershed:
Coyote
Creek
Total Site
Area
(Acres):
0.93 Total Area
of Land
Disturbed
(Acres):
0.93 Total New
Impervious
Surface
Area (ft2):
17,114
Total
Replaced
Impervious
Surface
(ft
2):
0.00 Total Pre-
Project
Impervious
Surface Area
(ft
2):
1,286
Total Post-
Project
Impervious
Surface Area
(ft
2):
17,114
Project
Status:
Deemed
Complete
Date:
6/27/2021
Approval
Date:
10/6/2021
Site Design Measures:
Protect existing trees, vegetation, and soil;
preserve open space and natural drainage
patterns; direct runoff from roofs, sidewalks,
patios to landscaped areas; plant trees
adjacent to and in parking areas adjacent to
other impervious areas; create new pervious
areas (landscape).
Source Control Measures:
Beneficial Landscaping, use
of water efficient irrigation
systems and maintenance.
Treatment Control
Measures:
On Site: Bioretention
Off Site: N/A
Operation & Maintenance
Responsibility Mechanism:
The City shall maintain all
TCMs in conformance with
Section 20.95.120 of the
Zoning Ordinance.
Hydraulic Sizing Criteria:
2C:Flow, i=-0.2 inch.hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used:
N/A
HM Method:
N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-35
Project Name:
Heinlenville
Park
Project No.:
9260
Project
Location:
Between
Jackson
and East
Taylor
Street
Street
Address:
628 North 6th
Street
Name of
Developer:
City of San
José
Phase No.:
No
Project Type:
Public
Project Description:
The project involves the
construction of a public
park consisting of concrete
pavers and flatwork,
landscaped areas, and
play areas.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
0.75 Total Area
of Land
Disturbed
(Acres):
0.75 Total New
Impervious
Surface
Area (ft2):
0.00 Total
Replaced
Impervious
Surface
(ft2):
22,273
Total Pre-
Project
Impervious
Surface Area
(ft
2):
32,445
Total Post-
Project
Impervious
Surface Area
(ft
2):
22,273
Project
Status:
Deemed
Complete
Date:
2/28/2022
Approval
Date:
4/22/2022
Site Design Measures:
Reduce existing impervious surfaces, create
new pervious areas, direct runoff from
impervious surfaces to landscaped areas.
Source Control Measures:
Fountains connected to
sanitary sewer, storm drain
system stenciling, beneficial
landscaping, water efficient
irrigation systems,
maintenance (sweeping,
cleaning, etc.).
Treatment Control
Measures:
On Site: Bioretention
Off Site: N/A
Operation & Maintenance
Responsibility Mechanism:
The City shall maintain all
TCMs in conformance with
Section 20.95.120 of the
Zoning Ordinance.
Hydraulic Sizing Criteria:
3: Combination Flow and
Volume Design
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used:
N/A
HM Method:
N/A
Project Name:
Southwest
Quadrant AC
Apron
Reconstruction
Project No.:
9676
Project
Location:
Southwest
corner of
the Mineta
San Jose
Internation
al Airport
on
Coleman
Avenue
Street
Address:
1701 Airport
Boulevard
Name of
Developer:
City of San
José
Phase No.:
No
Project Type:
Public
Project Description:
The Project involves the
removal and reconstruction
of existing asphalt
pavement area, directly
east of the new ARFF
Facility located in the
southwest quadrant of the
Airports campus.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
0.97 Total Area
of Land
Disturbed
(Acres):
0.97 Total New
Impervious
Surface
Area (ft2):
0.00 Total
Replaced
Impervious
Surface
(ft2):
41,889
Total Pre-
Project
Impervious
Surface Area
(ft2):
41,889
Total Post-
Project
Impervious
Surface Area
(ft2):
41,889
Project
Status:
Deemed
Complete
Date:
1/22/2021
Approval
Date:
2/19/2021
(Not
reported in
FY 20-21)
Site Design Measures:
Preserve natural drainage patterns.
Source Control Measures:
Maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling.
Treatment Control
Measures:
On Site:
N/A
Off Site:
River Oaks Stormwater
Capture Project will be
used for Alternative
compliance. See below.
Operation & Maintenance
Responsibility Mechanism:
N/A
Hydraulic Sizing Criteria:
N/A
Alternative Certification:
No
Alternative Compliance
Measures:
River Oaks Stormwater
Capture Project will be
used for Alternative
compliance. See below.
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-36
Project Name:
River Oaks
Stormwater
Capture
Project
Project No.:
9128
Project
Location:
Between
Guadalup
e River and
Riverview
Parkways
Street
Address:
River Oaks
Parkway
and Skytop
Street
Name of
Developer:
City of San
José
Phase No.:
No
Project Type:
Public
Project Description:
The project involves
retrofitting the existing
stormwater detention basin
to provide regional large-
scale treatment for
stormwater runoff. The
project will install a
sediment forebay,
bioretention basin,
perimeter trail, boardwalk
viewing platform, and other
recreational amenities.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
5.23 Total Area
of Land
Disturbed
(Acres):
5.16 Total New
Impervious
Surface
Area (ft2):
5,299
Total
Replaced
Impervious
Surface (ft2):
2,626
Total Pre-
Project
Impervious
Surface Area
(ft2):
24,617
Total Post-
Project
Impervious
Surface Area
(ft
2):
7,925
Project
Status:
Deemed
Complete
Date:
11/4/2022
(scheduled
)
Approval
Date:
2/1/2023
(scheduled
)
Site Design Measures:
Directed runoff to vegetated areas, reduce
existing impervious surfaces, create new
pervious areas (landscaping, walkways and
patios).
Source Control Measures:
Beneficial landscaping.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
The City shall maintain all
TCMs in conformance with
Section 20.95.120 of the
Zoning Ordinance.
Hydraulic Sizing Criteria:
Volume based and criteria
bacteria storm
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Purple Area
HM Controls Used: N/A
HM Method: N/A
Goals:
The River Oaks Stormwater Capture Project aims to improve water quality and habitat in the Guadalupe River while providing recreational and educational opportunities to the adjacent community. This project will maximize the detention basin’s stormwater capacity and convert it into a bioretention area. The bioretention area will be designed to collect most of the stormwater runoff from the approximately 344-acre drainage area, which consists of approximately 210 acres of impervious surface. The project will reduce common pollutants from the captured stormwater runoff prior to discharge into the adjacent Guadalupe River.
Duration: 12/28/2019 – 1/8/2024
Estimated Completion Date: 1/8/2024
Total Estimated Cost: $13,000,000.00
Estimated Monetary Contribution from Regulated Project
to Regional Project:
TBD
47 47 The City is working internally to develop an in lieu payment system that aims to establish equitable cont ribution amounts across different types of projects and developers. The City will report on this amount once it is final.
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-37
Project Name:
General
Aviation Run-
Up Pad
Relocation
Project No.:
9699
Project
Location:
Outside
the
Taxiway
West
Object
Free Area
Street
Address:
1701 Airport
Boulevard
Name of
Developer:
Granite Rock
Company
Phase No.:
No
Project Type:
Public
Project Description:
The General Aviation (GA)
Run-up Pad Relocation
project will improve airfield
safety by eliminating a
designated airfield
incursion hotspot.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
0.80 Total Area
of Land
Disturbed
(Acres):
0.80 Total New
Impervious
Surface
Area (ft
2):
0.00 Total
Replaced
Impervious
Surface (ft
2):
36,397
Total Pre-
Project
Impervious
Surface Area
(ft2):
0.00 Total Post-
Project
Impervious
Surface Area
(ft2):
36,397
Project
Status:
Deemed
Complete
Date:
1/12/2022
Approval
Date:
1/20/2022
Site Design Measures:
Preserve natural drainage patterns.
Source Control Measures:
Maintenance (sweeping,
cleaning, etc.), storm drain
system stenciling.
Treatment Control
Measures:
On Site:
N/A
Off Site:
River Oaks Stormwater
Capture Project will be
used for Alternative
compliance. See below.
Operation & Maintenance
Responsibility Mechanism:
N/A
Hydraulic Sizing Criteria:
N/A
Alternative Certification:
No
Alternative Compliance
Measures:
River Oaks Stormwater
Capture Project will be
used for Alternative
compliance. See below.
HM Controls Required:
No
In Red Area
HM Controls Used: N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-38
Project Name:
River Oaks
Stormwater
Capture
Project
Project No.:
9128
Project
Location:
Between
Guadalup
e River and
Riverview
Parkways
Street
Address:
River Oaks
Parkway
and Skytop
Street
Name of
Developer:
City of San
José
Phase No.:
No
Project Type:
Public
Project Description:
The project involves
retrofitting the existing
stormwater detention basin
to provide regional large-
scale treatment for
stormwater runoff. The
project will install a
sediment forebay,
bioretention basin,
perimeter trail, boardwalk
viewing platform, and other
recreational amenities.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
5.23 Total Area
of Land
Disturbed
(Acres):
5.16 Total New
Impervious
Surface
Area (ft2):
5,299
Total
Replaced
Impervious
Surface (ft2):
2,626
Total Pre-
Project
Impervious
Surface Area
(ft2):
24,617
Total Post-
Project
Impervious
Surface Area
(ft
2):
7,925
Project
Status:
Deemed
Complete
Date:
11/4/2022
(scheduled
)
Approval
Date:
2/1/2023
(scheduled
)
Site Design Measures:
Directed runoff to vegetated areas, reduce
existing impervious surfaces, create new
pervious areas (landscaping, walkways and
patios).
Source Control Measures:
Beneficial landscaping.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
The City shall maintain all
TCMs in conformance with
Section 20.95.120 of the
Zoning Ordinance.
Hydraulic Sizing Criteria:
Volume based and criteria
bacteria storm
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Purple Area
HM Controls Used: N/A
HM Method: N/A
Goals:
The River Oaks Stormwater Capture Project aims to improve water quality and habitat in the Guadalupe River while providing recreational and educational opportunities to the adjacent community. This project will maximize the detention basin’s stormwater capacity and convert it into a bioretention area. The bioretention area will be designed to collect most of the stormwater runoff from the approximately 344-acre drainage area, which consists of approximately 210 acres of impervious surface. The project will provide hydromodification benefits and reduce common pollutants from the captured stormwater runoff prior to discharge into the adjacent Guadalupe River.
Duration: 12/28/2019 – 1/8/2024
Estimated Completion Date: 1/8/2024
Total Estimated Cost: $13,000,000.00
Estimated Monetary Contribution from Regulated Project
to Regional Project:
TBD48
48 The City is working internally to develop an in lieu payment system that aims to establish equitable cont ribution amounts across different types of projects and dev elopers. The City will re port on this amount once it is final.
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-39
Project Name:
Payne Ave
Park
Project No.:
9739
Project
Location:
North side
of Payne
Avenue
between
San Tomas
Expressway
and
Winchester
Boulevard
Street
Address:
3257 Payne
Ave
Name of
Developer:
City of San
José
Phase No.:
No
Project Type:
Public
Project Description:
This project includes the
construction of a new park
including play equipment,
picnic and fitness areas,
community garden,
fencing, asphalt parking lot,
basketball court, site
lighting, and other
miscellaneous site
amenities.
Project Wat
ershed: San
Tomas
Total Site
Area
(Acres):
1.89 Total Area
of Land
Disturbed
(Acres):
1.89 Total New
Impervious
Surface
Area (ft2):
0.00 Total
Replaced
Impervious
Surface
(ft
2):
34,941
Total Pre-
Project
Impervious
Surface Area
(ft2):
43,696
Total Post-
Project
Impervious
Surface Area
(ft
2):
34,941
Project
Status:
Deemed
Complete
Date:
4/7/2022
Approval
Date:
5/12/2022
Site Design Measures:
Self-treating areas, direct runoff from roofs,
sidewalks, patios to landscape areas, protect
existing trees, and vegetation, reduce existing
impervious surfaces, create new pervious
landscape areas.
Source Control Measures:
Beneficial landscaping,
water efficient irrigation
system, maintenance
(sweeping, cleaning, etc.),
storm drain system
stenciling.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
The City shall maintain all
TCMs in conformance with
Section 20.95.120 of the
Zoning Ordinance
Hydraulic Sizing Criteria:
2C: Flow, i=0.2 inch/hr.
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Purple Area
HM Controls Used:
N/A
HM Method:
N/A
Project Name:
SJC New
Taxiway
Victor Phase 1
Project No.:
10038
Project
Location:
Adjacent
or within
the existing
Taxiway
Whiskey
One (W1)
footprint at
SJC
Airport
Street
Address:
1701 Airport
Blvd, San
Jose, CA
95110
Name of
Developer:
Granite
Construction
Company
Phase No.:
1 Project Type:
Public
Project Description:
The project includes New
Taxiway V pavement and a
taxiway connector stub
approximately 457 linear
feet, and installation of
drainage improvements,
grading improvements, and
new airfield lighting and
signage.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
42.00 Total Area
of Land
Disturbed
(Acres):
18.50 Total New
Impervious
Surface
Area (ft2):
0.00 Total
Replaced
Impervious
Surface
(ft
2):
397,753
Total Pre-
Project
Impervious
Surface Area
(ft2):
769,118
Total Post-
Project
Impervious
Surface Area
(ft
2):
397,753
Project
Status:
Deemed
Complete
Date:
1/17/2022
Approval
Date:
1/20/2022
Site Design Measures:
Directed runoff to landscape areas.
Source Control Measures:
Maintenance (pavement
sweeping, catch basin
cleaning, good
housekeeping), storm drain
labeling.
Treatment Control
Measures:
On Site:
N/A
Off Site:
River Oaks Stormwater
Capture Project will be
used for Alternative
compliance. See below.
Operation & Maintenance
Responsibility Mechanism:
N/A
Hydraulic Sizing Criteria:
N/A
Alternative Certification:
No
Alternative Compliance
Measures:
River Oaks Stormwater
Capture Project will be
used for Alternative
compliance. See below.
HM Controls Required:
No
In Red Area
HM Controls Used:
N/A
HM Method: N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-40
Project Name:
River Oaks
Stormwater
Capture
Project
Project No.:
9128
Project
Location:
Between
Guadalup
e River and
Riverview
Parkways
Street
Address:
River Oaks
Parkway
and Skytop
Street
Name of
Developer:
City of San
José
Phase No.:
No
Project Type:
Public
Project Description:
The project involves
retrofitting the existing
stormwater detention basin
to provide regional large-
scale treatment for
stormwater runoff. The
project will install a
sediment forebay,
bioretention basin,
perimeter trail, boardwalk
viewing platform, and other
recreational amenities.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
5.23 Total Area
of Land
Disturbed
(Acres):
5.16 Total New
Impervious
Surface
Area (ft
2):
5,299
Total
Replaced
Impervious
Surface (ft2):
2,626
Total Pre-
Project
Impervious
Surface Area
(ft2):
24,617
Total Post-
Project
Impervious
Surface Area
(ft
2):
7,925
Project
Status:
Deemed
Complete
Date:
11/4/2022
(scheduled
)
Approval
Date:
2/1/2023
(scheduled
)
Site Design Measures:
Directed runoff to vegetated areas, reduce
existing impervious surfaces, create new
pervious areas (landscaping, walkways and
patios).
Source Control Measures:
Beneficial landscaping.
Treatment Control
Measures:
On Site:
Bioretention
Off Site:
N/A
Operation & Maintenance
Responsibility Mechanism:
The City shall maintain all
TCMs in conformance with
Section 20.95.120 of the
Zoning Ordinance.
Hydraulic Sizing Criteria:
Volume based and criteria
bacteria storm
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Purple Area
HM Controls Used: N/A
HM Method: N/A
Goals:
The River Oaks Stormwater Capture Project aims to improve water quality and habitat in the Guadalupe River while providing recreational and educational opportunities to the adjacent community. This project will maximize the detention basin’s stormwater capacity and convert it into a bioretention area. The bioretention area will be designed to collect most of the stormwater runoff from the approximately 344-acre drainage area, which consists of approximately 210 acres of impervious surface. The project will provide hydromodification benefits and reduce common pollutants from the captured stormwater runoff prior to discharge into the adjacent Guadalupe River.
Duration: 12/28/2019 – 1/8/2024
Estimated Completion Date: 1/8/2024
Total Estimated Cost: $13,000,000.00
Estimated Monetary Contribution from Regulated Project
to Regional Project:
TBD49
49 The City is working internally to develop an in lieu payment system that aims to establish equitable cont ribution amounts across different types of projects and developers. The City will report on th is amount once it is final.
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-41
Project Name:
Emergency
Interim Shelter
at Guadalupe
Parkway
Project No.:
10023
Project
Location:
Intersectio
n of
Guadalup
e Parkway
and
West Taylor
Street, Sout
h of North
San Pedro
Steet, East
of West
Mission
Street
Street
Address:
702
Guadalupe
Parkway
Name of
Developer:
City of San
José
Phase No.:
No
Project Type:
Public
Project Description:
The project will construct 76
beds with approximately 16
prefabricated modular
buildings located on city
property on the corner of
Guadalupe Parkway and
Taylor Street overpass.
Project
Watershed:
Guadalupe
Total Site
Area
(Acres):
5.47 Total Area
of Land
Disturbed
(Acres):
2.23 Total New
Impervious
Surface
Area (ft2):
47,965
Total
Replaced
Impervious
Surface
(ft2):
0.00 Total Pre-
Project
Impervious
Surface Area
(ft
2):
81,885
Total Post-
Project
Impervious
Surface Area
(ft2):
47,965
Project
Status:
Deemed
Complete
Date:
12/15/2021
Approval
Date:
12/17/2021
Site Design Measures:
Protect existing trees, vegetation and soil,
direct runoff from roofs, sidewalks, patios to
landscaped areas, reduce existing imperv ious
surfaces, create new pervious landscape
areas.
Source Control Measures:
Maintenance (pavement
sweeping, catch basin
cleaning, good
housekeeping), storm drain
labeling.
Treatment Control
Measures:
On Site: Bioretention
Off Site: N/A
Operation & Maintenance
Responsibility Mechanism:
The City shall maintain all
TCMs in conformance with
Section 20.95.120 of the
Zoning Ordinance.
Hydraulic Sizing Criteria:
Flow-Uniform Intensity
Method – 4% (2C)
Alternative Certification:
No
Alternative Compliance
Measures:
N/A
HM Controls Required:
No
In Red Area
HM Controls Used:
N/A
HM Method:
N/A
FY 2021-2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-42
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FY 2021 - 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-43
C.3.e.v. Special Projects Reporting Table
Reporting Period – July 1 2021 - June 30, 2022
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Fourth
Street
Metro
Station
Mixed-Use
File No.
H17-004
City of
San José
439
South
Fourth
Street
1/18/17 Pending
(revised
plans
dated
10/8/21)
Site
Developmen
t Permit to
allow the
construction
of a 25-story,
210-unit,
multi-family
residential
building on
an
approximate
ly 0.52-gross
acre site.
0.52 AC 403
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within 1/2
mile of
transit hub
Density:
403
DU/AC
Parking:
No at-
grade
surface
parking
Category
A: 0%
Category
B: 0%
Category
C: 75%
Location:
25%
Density:
30%
Parking:
20%
Flow-
through
planter
(31%)
Media
Filtration
System
(69%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-44
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Affirmed
Housing
Mixed-Use
File No.
CP18-044
City of
San José
2348
Alum
Rock
Avenue
12/19/18 Pending
(revised
plans
dated
9/10/19)
Conditional
Use Permit to
allow the
construction
of a mixed-
use multi-
family
residential
building with
87 affordable
housing units
and
commercial
space on a
0.61 gross
acre site.
0.61 AC 142
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within
PDA.
Density:
142
DU/AC
Parking:
No at-
grade
surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 75%
Location:
25%
Density:
30%
Parking:
20%
Bioretentio
n (28%)
Pervious
pavement
(6%)
Mechanical
Filtration
System
(66%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-45
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
South
Almaden
Offices
File No.
SP20-005
(previously
H19-004)
City of
San José
2833
South
Almade
n
Boulevar
d
1/31/19 Approve
d
(approv
ed plans
dated
9/14/21)
Special Use
Permit to
allow the
construction
of two office
towers with
retail/amenit
y use on a
3.57 gross
acre site.
3.57 AC N/A 10:1
FAR
Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼
mile of
transit
hub.
Density:
10:1 FAR
Parking:
No at-
grade
surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 100%
Location:
50%
Density:
30%
Parking:
20%
Flow-
through
planters
(37%)
Mechanical
Filtration
System
(63%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-46
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Fourth and
Saint John
Student
Housing
File No.
H19-021
City of
San José
100
North
Fourth
Street
5/13/19 Pending
(revised
plans
dated
2/18/22)
Site
Developme
nt Permit to
construct a
23-story
building
containing
student
housing units
and retail
space on a
0.98 acre
site.
0.98 AC 336
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼
mile of
transit
hub.
Density:
336
DU/AC
Parking:
No at-
grade
surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 100%
Location:
50%
Density:
30%
Parking:
20%
Flow-
through
planters
(39%)
Mechanical
Filtration
System
(61%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-47
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Block 8
Mixed-Use
File No.
H19-033
City of
San José
282
South
Market
Street
7/23/19 Approve
d
(approv
ed plans
dated
4/13/21)
(Not
reported
in FY 20-
21)
Site
Developme
nt Permit to
allow a new
18-story
commercial
building on
a 1.78 gross
acre site.
1.78 AC N/A 9:1
FAR
Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼
mile of
transit
hub.
Density: 9:1
FAR
Parking:
No at-
grade
surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 100%
Location:
50%
Density:
30%
Parking:
20%
Flow-
through
planters
(49%)
Mechanical
Filtration
System
(51%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-48
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
North
Fourth
Street
Supportive
Housing
File No.
H20-002
City of
San José
1020
North
Fourth
Street
1/15/20 Pending
(revised
plans
dated
6/30/20)
Site
Developme
nt Permit to
construct a
four-story 96-
unit
supportive
housing
developmen
t on a 0.96
gross acre
site.
0.96 AC 100
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ½
mile of
transit
hub.
Density:
100
DU/AC
Parking:
N/A
Category
A: 0%
Category
B: 0%
Category
C: 45%
Location:
25%
Density:
20%
Parking:
0%
Bioretentio
n (12%)
Flow-
through
planters
(49%)
Pervious
pavement
(16%)
Media
Filtration
System
(23%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-49
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Home
2/San Jose
Stage
Company
File No.
CP20-008
City of
San José
490
South
First
Street
3/3/20
Pending
(revised
plans
dated
1/17/22)
Conditional
Use
Permit/Ame
ndment to
allow the
construction
of a seven-
story
building on
a 0.44 gross
acre site.
0.44 AC
N/A N/A Category
A: Yes
Location:
Within
Downtown
Core.
Site
Coverage:
93%
Parking:
No at-
grade
surface
parking.
Category
B: N/A
Category
C: N/A
Category
A: 100%
Category
B: 0%
Category
C: 0%
Flow-
through
planters
(90%)
Media
Filtration
System
(10%):
Phosphosor
b StormFilter
media filter,
which is
certified by
the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.)
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-50
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Baywood
Condo
File No.
SP20-008
City of
San José
375
South
Baywoo
d
Avenue
2/24/20 Pending
(revised
plans
dated
9/8/20)
Special Use
Permit to
allow the
construction
of non-
residential
space and
79 residential
units on a
0.44-acre
site.
0.44 AC 179
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within
PDA.
Density:
179
DU/AC
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 75%
Location:
25%
Density:
30%
Parking:
20%
Bioretenti
on (27%)
Media
Filtration
System
(73%):
Phosphosor
b StormFilter
media filter,
which is
certified by
the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.)
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-51
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
VTA
Blossom Hill
Station TOD
Complex
File No.
SP20-012
City of
San José
605
Blossom
Hill Road
4/15/20 Pending
(revised
plans
dated
6/24/21)
Special Use
Permit to
allow the
construction
of a six-story
market rate
mixed-use
building and
a 100%
affordable
residential
building on
a 5.39 gross
acre site.
5.39 AC 60
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼-
mile of
transit
hub.
Density: 60
DU/AC
Parking:
<10% at-
grade
surface
parking
Category
A: 0%
Category
B: 0%
Category
C: 70%
Location:
50%
Density:
10%
Parking:
10%
Bioretentio
n (43%)
Self-
treating
(10%)
Media
Filtration
System
(47%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-52
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Woz Way
Office
Tower
File No.
H20-004
City of
San José
280 Woz
Way
4/9/20 Approve
d
(approv
ed plans
dated
6/29/21)
(Not
reported
in FY 20-
21)
Site
Developme
nt Permit to
allow the
construction
of two 20-
story office
towers with
ground floor
retail on a
2.92 gross
acre site.
2.92 AC N/A 10:1
FAR
Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼
mile of
transit
hub.
Density:
10:1 FAR
Parking:
≤10% at-
grade
surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 90%
Location:
50%
Density:
30%
Parking:
10%
Flow-
through
planters
(48%)
Self-
treating
(4%)
Media
Filtration
System
(48%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-53
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Creative
Center for
the Arts
File No.
PD20-004
City of
San José
North 7th
Street
5/20/20 Pending
(revised
plans
dated
9/22/20)
Planned
Developme
nt Permit to
allow the
construction
of a six-story
building for
commercial
use, and 65
residential
units, and
one single-
story
building on
a 0.74-acre
site.
0.74 AC 87
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within
PDA.
Density: 87
DU/AC
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 65%
Location:
25%
Density:
20%
Parking:
20%
Flow-
through
planters
(41%)
Media
Filtration
System
(59%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-54
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
The Mark –
Urban
Catalyst
File No.
SP20-021
City of
San José
459
South
Fourth
Street
6/29/20
Approve
d
(approv
ed plans
dated
10/13/21
)
Special Use
Permit to
allow the
construction
of a 23-story
residential
building with
a total of
240
residential
units on a
0.45- acre
site
0.45 AC N/A N/A Category
A: Yes
Location:
Within
Downtown
Core.
Site
Coverage:
91%
Parking:
No at-
grade
surface
parking.
Category
B: N/A
Category
C: N/A
Category
A: 100%
Category
B: 0%
Category
C: 0%
Flow-
through
planters
(62%)
Media
Filtration
System
(38%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-55
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Delmas
Assisted
Living
File No.
CP20-019
City of
San José
383
Gifford
Street
6/26/20 Approve
d
(approv
ed plans
dated
1/26/21)
(Not
reported
in FY 20-
21)
Conditional
Use Permit to
allow the
construction
of a new six-
story
residential
care facility
and
affordable
housing on
an existing
0.89-acre
site.
0.89 AC N/A 4:1
FAR
Category
A: N/A
Category
B: Yes
Location:
Within
Downtown
Core.
Density: 4:1
FAR
Site
Coverage:
92%
Parking:
No at-
grade
surface
parking.
Category
C: N/A
Category
A: 0%
Category
B: 100%
Category
C: 0%
Bioretentio
n (16%)
Flow-
through
planters
(45%)
Pervious
pavement
(2%)
Media
Filtration
System
(37%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-56
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Winchester
1073
File No.
SP20-002
City of
San José
1073
South
Winchest
er
Boulevar
d
1/8/20 Approve
d
(approv
ed plans
dated
8/25/21)
Special Use
Permit to
allow the
construction
of a six-story
mixed-use
building
consisting of
61 residential
condo units
and
commercial
space on a
0.82 gross
acre site.
0.82 AC 74
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within
PDA.
Density: 74
DU/AC
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 65%
Location:
25%
Density:
20%
Parking:
20%
Bioretentio
n (44%)
Media
Filtration
System
(56%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-57
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
255 West
Julian
File No.
SP21-037
(previously
H20-036)
City of
San José
255 West
Julian
Street
12/1/20 Approve
d
(approv
ed plans
dated
11/17/21
)
(Not
reported
in FY 20-
21)
Site
Developme
nt Permit to
allow the
construction
of a 14-story
mixed use
commercial
building on
an
approximate
ly 1.79 gross
acre site.
1.79 AC N/A 6:1
FAR
Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ½
mile of
transit hub
Density: 6:1
FAR
Parking:
No at-
grade
surface
parking
Category
A: 0%
Category
B: 0%
Category
C: 75%
Location:
25%
Density:
30%
Parking:
20%
Flow-
through
planters
(24%)
Pervious
Pavement
(12%)
Self-
retaining
(4%)
Self-
treating
(4%)
Media
Filtration
System
(56%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-58
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Park
Habitat
File No.
SP20-032
City of
San José
180 Park
Avenue
9/2/20 Approve
d
(approv
ed plans
dated
11/3/21)
(Not
reported
in FY 20-
21)
Special Use
Permit/Ame
ndment to
allow the
construction
of a 20-story
commercial
building with
office, retail,
and
museum
space on a
2.54-acre
site.
2.54 AC N/A 11:1
FAR
Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼
mile of
transit
hub.
Density:
11:1 FAR
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 100%
Location:
50%
Density:
30%
Parking:
20%
Green roof
(54%)
Media
Filtration
System
(46%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-59
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
2880 Alum
Rock
File No.
CP20-025
City of
San José
2880
Alum
Rock
Ave
10/21/20 Approve
d
(approv
ed plans
dated
10/27/21
)
Conditional
Use Permit to
allow the
construction
of one
mixed-use
six-story
building with
commercial
space and
164
residential
units, and
one
multifamily
residential
six-story
building on
a 1.32-gross
acre site
1.32 AC 124
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ½
mile of
transit
hub.
Density:
124
DU/AC
Parking:
N/A
Category
A: 0%
Category
B: 0%
Category
C: 55%
Location:
25%
Density:
30%
Parking:
0%
Flow-
through
planters
(35%)
Pervious
pavement
(51%)
Self-
retaining
(2%)
Tree Filter
(12%):
Proprietary
Tree Filter.
Contech
Filterra,
which is
certified by
the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-60
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Stevens
Creek
Promenade
File No.
PD20-012
City of
San José
4300
Stevens
Creek
Boulevar
d
1/8/21 Pending
(revised
plans
dated
4/29/22)
Planned
Developme
nt Permit to
allow the
construction
of three
multi-family
residential
buildings
with 580
units, 116
units of
affordable
housing, and
a 250-room
hotel with
ground floor
retail on
10.00 gross
acres.
10.00 AC
58 DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within a
PDA.
Density: 58
DU/AC
Parking:
≤10% at-
grade
surface
parking
Category
A: 0%
Category
B: 0%
Category
C: 45%
Location:
25%
Density:
10%
Parking:
10%
Flow-
through
planters
(34%)
Bioretentio
n (24%)
Self-
retaining
(1%)
Media
Filtration
System
(41%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-61
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
777 West
San Carlos
Residential
File No.
H20-030
City of
San José
777 West
San
Carlos
Residenti
al
8/13/21 Approve
d
(approv
ed plans
dated
6/2/21)
(Not
reported
in FY 20-
21)
Site
Developme
nt Permit to
allow the
construction
of a 100%
affordable
apartment
building
consisting of
154
residential
units and a
day care
center on a
1.21-acre
site.
1.21 AC
127
DU/A C
N/A Category
A: N/A
Category
B: Yes
Location:
Within
Neighborh
ood
Business
District.
Density:
127
DU/AC
Site
Coverage:
88%
Parking:
No at-
grade
surface
parking.
Category
C: N/A
Category
A: 0%
Category
B: 100%
Category
C: 0%
N/A Media
Filtration
System
(100%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-62
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Hotel
Clariana
Addition
File No.
HA17-059-
01 City of
San José
27 South
4th
Street
8/26/20 Pending
(revised
plans
dated
3/1/22)
Site
Developmen
t Permit
Amendment
to allow
construction
of a 42-unit
multi-family
building in
addition to
the
previously
approved
63-room
addition to
the existing
44-room
hotel on a
0.64 gross
acre site.
0.64 AC
N/A 2:1 FAR Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼
mile of
transit
hub.
Density: 2:1
FAR
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 80%
Location:
50%
Density:
10%
Parking:
20%
Flow-
through
planter
(35%)
Media
Filtration
System
(65%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-63
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Marriott
Hotel
File No.
H19-053
City of
San José
495 West
San
Carlos
Street
12/17/19 Approve
d
(approv
ed plans
dated
8/24/21)
Site
Developme
nt Permit to
construct a
175-room
hotel on an
approximate
ly 0.60 gross
acre site.
0.60 AC N/A 4:1
FAR
Category
A: N/A
Category
B: Yes
Location:
Within
Downtown
Core.
Density: 4:1
FAR
Site
Coverage:
85%
Parking:
No at-
grade
surface
parking.
Category
C: N/A
Category
A: 0%
Category
B: 100%
Category
C: 0%
Flow-
through
planters
(75%)
Media
Filtration
System
(25%):
Phosphosor
b StormFilter
media filter,
which is
certified by
the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.)
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-64
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
550 East
Brokaw
Road
File No.
H21-005
City of
San José
550 East
Brokaw
Road
3/18/21 Pending
(revised
plans
dated
1/20/22)
Site
Developme
nt Permit to
allow the
construction
of seven
office
buildings
and two
parking
garages on
an
approximate
ly 19.70 gross
acre site.
19.70 AC
N/A 2:1 Category
A:
N/A
Category
B: N/A
Category
C: Yes
Location:
Within
PDA
Density: 2:1
FAR
Parking:
≤10% at-
grade
surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 45%
Location:
25%
Density:
10%
Parking:
10%
Bioretentio
n (53%)
Self-
retaining
(15%)
Media
Filtration
System
(32%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-65
Project
Name &
No.
Permittee Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
905 North
Capitol
Avenue
File No.
H21-015
City of
San José
905
North
Capitol
Avenue
4/27/21 Pending
(revised
plans
dated
3/28/22)
Site
Developme
nt Permit to
construct a
seven-story,
377-unit
apartment
building and
a 32-unit
townhome
project on a
3.50 gross
acre site.
3.50 AC 116
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼
mile of
transit
hub.
Density:
116
DU/AC
Parking:
≤10% at-
grade
surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 90%
Location:
50%
Density:
30%
Parking:
10%
Flow-
through
planters
(28%)
Bioretentio
n (2%)
Self-
retaining
(13%)
Intercepto
r Tree (1%)
Media
Filtration
System
(56%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-66
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
1007
Blossom Hill
Road
File No.
SP21-029
(previously
H21-020)
City of
San José
1007
Blossom
Hill Road
5/18/21 Pending
(revised
plans
dated
8/18/21)
Site
Developme
nt Permit to
allow a
seven-story
multi-family
residential
building with
271 units on
an
approximate
ly 1.85 gross
acre site.
1.85 AC 146
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼
mile of
transit
hub.
Density:
146
DU/AC
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 100%
Location:
50%
Density:
30%
Parking:
20%
Flow-
through
planters
(19%)
Media
Filtration
System
(81%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-67
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Bayview
SuZaCo
File No.
H21-026
City of
San José
17 South
4th
Street
5/28/21 Pending
(revised
plans
dated
3/11/22)
Site
Developme
nt Permit to
allow the
construction
of a building
on an
approximate
ly 0.34 gross
acre site.
0.34 AC N/A N/A Category
A:
Yes
Location:
Within
Downtown
Core.
Site
Coverage:
97%
Parking:
No at-
grade
surface
parking.
Category
B: N/A
Category
C: N/A
Category
A: 100%
Category
B: 0%
Category
C: 0%
N/A Media
Filtration
System
(100%):
CONTECH
StormFilter
media filter,
which is
certified by
the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-68
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
ICON /
ECHO
File No.
SP21-031
City of
San José
147 East
Santa
Clara
Street
7/23/21 Pending
(revised
plans
dated
3/18/22)
Special Use
Permit to
allow the
demolition
of existing
buildings
and
construct up
to 415
residential
units,
commercial
and retail
space, and
10 commercial
condominiu
ms on an
approximate
ly 2.10 gross
acre site.
2.10 AC 197
DU/AC
N/A Category
A:
N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼
mile of
transit
hub.
Density:
197
DU/AC
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 100%
Location:
50%
Density:
30%
Parking:
20%
Flow-
through
planter
(65%)
Media
Filtration
System
(35%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-69
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
1520 W San
Carlos
File No.
SP21-007
City of
San José
1520
West San
Carlos
Street
3/19/21 Pending
(revised
plans
dated
10/21/21
)
(Not
reported
in FY 20-
21)
Special Use
Permit to
allow one
seven-story
mixed use
apartment
building and
one five-
story
affordable
housing
building,
with a total
of 202
residential
units and
commercial
space on
1.62 gross
acre site.
1.62 AC 124
DU/AC
N/A Category
A:
N/A
Category
B: N/A
Category
C:
Location:
Within a
PDA
Density:
124
DU/AC
Parking:
No surface
parking
Category
A: 0%
Category
B: 0%
Category
C: 75%
Location:
25%
Density:
30%
Parking:
20%
Flow-
through
planter
(37%)
Bioretentio
n (13%)
Media
Filtration
System
(50%)
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-70
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Bo Town
Project
File No.
H20-038
City of
San José
409
South
2nd
Street
12/2/20 Pending
(revised
plans
dated
5/26/22)
Site
Developme
nt Permit to
allow the
construction
of a 29-story
high rise
building
consisting of
540
residential
units and
ground floor
commercial
space on a
0.75 gross
acre site.
0.75 AC 720
DU/AC
N/A Category
A:
N/A
Category
B: Yes
Location:
Within
Downtown
Core.
Density:
720 DU/AC
Coverage:
89%
Parking:
No at-
grade
surface
parking.
Category
C: N/A
Category
A: 0%
Category
B: 100%
Category
C: 0%
Flow-
Through
Planters
(67%)
Tree Filter
(17%)
Pervious
Pavement
(1%)
Media
Filtration
System
(15%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-71
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Valley Title
Project
File No.
H21-012
City of
San José
345
South
2nd
Street
03/16/2021 Pending
(revised
plans
dated
3/16/22)
Site
Developme
nt Permit to
allow the
construction
of a 20-story
office tower
on a 2.84-
gross acre
site.
2.84 AC
N/A 6:1 FAR Category
A:
N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼
mile of
existing/pl
anned
transit hub
Density: 6:1
FAR
Parking:
No surface
parking
Category
A: 0%
Category
B: 0%
Category
C: 100%
Location:
50%
Density:
30%
Parking:
20%
N/A
Media
Filtration
System
(100%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-72
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Dupont
Village
File No.
PD20-011
City of
San José
244
McEvoy
Stree
12/18/20 Approve
d
(approv
ed plans
dated
5/10/22)
Planned
Developme
nt Permit to
allow the
construction
of 689
residential
units and
commercial
space on an
approximate
ly 5.40 gross
acre site.
5.40 AC
127
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within ½-
mile of
transit
hub.
Density:
127
DU/AC
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 75%
Location:
25%
Density:
30%
Parking:
20%
Flow-
through
planters
(43%)
Self-
retaining
(10%)
Self-
treating
(5%)
Media
Filtration
System
(42%):
CONTECH
Engineered
Solutions,
LLC
PhosphoSor
b Media,
which is
certified by
the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-73
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
681 E.
Trimble
File No.
PD22-002
City of
San José
0 Seely
Avenue
10/6/21 Pending
(revised
plans
dated
6/20/22)
Planned
Developme
nt to
construct up
to five
buildings
consisting of
a total of
approximate
ly 1,443 units
and ground
floor
commercial
on an
approximate
ly 22.88 gross
acre site.
22.88 AC
63 DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within a
PDA.
Density:63
DU/AC
Parking:
≤10% at-
grade
surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 55%
Location:
25%
Density:
20%
Parking:
10%
Flow-
through
planters
(38%)
Self-
treating
(15%)
Media
Filtration
System
(47%):
CONTECH
Engineered
Solutions,
LLC
PhosphoSor
b Media,
which is
certified by
the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-74
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Market Park
South
Village
File No.
PD21-018
City of
San José
1590
Berryessa
Road
10/14/21 Pending
(initial
plans
dated
10/14/21
)
Master
Planned
Developme
nt Permit to
allow the
construction
of up to
3,450
residential
units,
commercial
uses Riparian
Open
Space, and
common
open space
on a 61.54
gross acre
site.
61.54 AC
56 DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within a ¼-
mile transit
hub.
Density: 56
DU/AC
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 80%
Location:
50%
Density:
10%
Parking:
20%
Bioretentio
n (9%)
Self-
retaining
(22%)
Self-
treating
(14%)
Media
Filtration
System
(55%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-75
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Stockton
Office
Tower
File No.
H21-052
City of
San José
250
Stockton
Avenue
12/15/21 Pending
(revised
plans
dated
4/22/22)
Site
Developme
nt Permit to
allow the
construction
of a new 16-
story
commercial
office
building,
with four
levels of
undergroun
d parking on
a 2.39 gross
acre site.
2.39 AC
N/A 10:1
FAR
Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within a ¼-
mile transit
hub.
Density:
10:1 FAR
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 100%
Location:
50%
Density:
30%
Parking:
20%
Flow-
through
planters
(14%)
Media
Filtration
System
(86%):
CONTECH
Engineered
Solutions,
LLC
PhosphoSor
b Media,
which is
certified by
the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-76
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Block H
File No.
SP21-045
City of
San José
323
Terraine
Street
1/6/22 Pending
(initial
plans
dated
9/24/21)
Special Use
Permit to
allow the
construction
of a 17-story
residential
building with
319 units
and a nine-
story parking
garage
above a
ground-floor
podium
retail level.
1.57 AC
203
DU/AC
N/A Category
A: N/A
Category
B: Yes
Location:
Within a ½-
mile transit
hub.
Density:
203
DU/AC
Site
Coverage:
96%
Parking:
No surface
parking.
Category
C: N/A
Category
A: 0%
Category
B: 100%
Category
C: 0%
Pervious
pavement
(2%)
Self-
treating
(3%)
Media
filtration
system
(95%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-77
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
1st and
Virginia
File No.
PD21-011
City of
San José
802
South 1st
Street
8/11/21 Pending
(revised
plans
dated
5/5/22)
Planned
Developme
nt Permit to
allow the
construction
of a mixed-
use, mixed-
income,
multi-family
housing
project
consisting of
a six-story
building with
166
residential
units and
ground floor
retail on a
1.20 gross
acre site.
1.20 AC
138
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within a
PDA.
Density:
138 DU/AC
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 75%
Location:
25%
Density:
30%
Parking:
20%
Flow-
through
planter
(41%)
Self-
treating
Area (6%)
Media
filtration
system
(53%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-78
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
950 and
970 West
Julian
Street
File No.
H21-044
City of
San José
950 West
Julian
Street,
970 West
Julian
Street
10/12/21 Pending
(revised
plans
dated
2/25/22)
Site
Developme
nt Permit to
allow the
construction
of a 100%
affordable,
eight-story
300-unit
multi-family
building on
an
approximate
ly 1.10 gross
acre site.
1.10 AC
272
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within a ½
-mile transit
hub.
Density:
272 DU/AC
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 75%
Location:
25%
Density:
30%
Parking:
20%
Flow-
Through
Planters
(26%)
Media
Filtration
System
(74%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-79
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
995 East
Santa
Clara
Street
File No.
H21-029
City of
San Jose
995 East
Santa
Clara
Street
6/22/21 Pending
(revised
plans
dated
3/1/22)
AB2162
Streamlined
Ministerial
Permit to
allow the
construction
of an eight-
story mixed-
use building
with 74-
residential
units and
commercial
space on an
approximate
ly 0.42 gross
acre site.
0.42 AC 176
DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within a ¼-
mile transit
hub.
Density:
176
DU/AC
Parking:
No surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 75%
Location:
25%
Density:
30%
Parking:
20%
Flow-
through
planters
(79%)
Pervious
pavement
(12 %)
Self-
retaining
(2%)
Self-
treating
(1%)
Media
Filtration
System
(6%):
Contech
Engineered
Solutions
LLC, which
is which is
certified by
the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-80
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
Fountain
Alley
File No.
H20-037
City of
San José
35 South
Second
Street
12/1/20
Pending
(revised
plans
dated
4/8/22)
Site
Developme
nt Permit to
allow the
construction
of a 21-story
mixed-use
building
consisting of
194
residential
units and
office space
with ground
floor retail
and four
levels of
undergroun
d parking on
a 1.25 gross
acre site.
1.25 AC
155
DU/AC
N/A Category
A: N/A
Category
B: Yes
Location:
Within
Neighborh
ood
Business
District.
Density:
155
DU/AC
Site
Coverage:
96%
Parking:
No at-
grade
surface
parking.
Category
C: N/A
Category
A: 0%
Category
B: 100%
Category
C: 0%
N/A
Media
Filtration
System:
(100%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology,
Technical
Assessment
Protocol –
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-81
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
West San
Carlos
Mixed Use
File No.
CP20-020
City of
San José
17 Boston
Avenue
7/25/20
Pending
(revised
plans
dated
3/18/22)
Conditional
Use Permit to
allow the
construction
of non-
residential
space and
61 residential
units on an
approximate
ly 1.23 gross
acre site.
1.23 AC 49
DU/AC
N/A Category
A:
N/A
Category
B: N/A
Category
C: Yes
Location:
Within
PDA
Density: 49
DU/AC
Parking:
≤10% at-
grade
surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 45%
Location:
25%
Density:
10%
Parking:
10%
Flow-
through
planter
(58%)
Pervious
pavement
(12%)
Media
Filtration
System
(30%):
CONTECH
StormFilter
Phosphosor
b media
filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-82
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
The Kelsey
Ayer
Station
File No.
H20-
005/AD21-
239
(previously
H19-019)
City of
San José
447
North
First
Street
2/25/20 Approve
d
(approv
ed plans
dated
5/25/22)
Streamlined
Ministerial
Permit to
allow the
construction
of a 115-unit
multi-family
apartment
building on
an
approximate
ly 0.47 gross
acre site.
0.47 AC 244
DU/AC
N/A Category
A:
N/A
Category
B: N/A
Category
C: Yes
Location:
Within ¼
mile of
transit hub
Density:
244
DU/AC
Parking:
≤10% at-
grade
surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 90%
Location:
50%
Density:
30%
Parking:
10%
Flow-
through
planter
(18%)
Self-
Treating
(3%)
Media
Filtration
System
(79%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-83
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
420 South
2nd Street
File No.
SP21-019
City of
San Jose
420
South
2nd
Street
6/18/21 Pending
(revised
plans
dated
3/4/22)
Special Use
Permit to
allow the
construction
of two
mixed-use
towers
consisting of
306
residential
units and
commercial
space on an
approximate
ly 1.07 gross
acre site
1.07 AC 285
DU/AC
N/A Category
A: N/A
Category
B:
Location:
Within
Downtown
Core.
Density:
285
DU/AC
Site
Coverage:
93%
Parking:
No at-
grade
surface
parking.
Category
C: N/A
Category
A: 0%
Category
B: 100%
Category
C: 0%
Self-
Treating:
(7%)
Media
Filtration
System
(93%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-84
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
420 South
3rd Street
File No.
SP21-020
City of
San Jose
420
South
3rd
Street
6/18/21 Approve
d
(approv
ed plans
dated
5/25/22)
(Not
reported
in FY 20-
21)
Special Use
Permit to
allow the
construction
of a 22-story
mixed-use
building
consisting of
168 units
and retail
space with
three
commercial
condominiu
ms on an
0.48 gross
acre site.
0.49 AC 342
DU/AC
N/A Category
A: Yes
Location:
Within
Downtown
Core.
Site
Coverage:
93.8%
Parking:
No at-
grade
surface
parking.
Category
B: N/A
Category
C: N/A
Category
A: 100%
Category
B: 0%
Category
C: 0%
Self-
treating
area (7%)
Media
Filtration
System
(93%):
Kristar Perk
Filter, which
is certified
by the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-85
Project
Name &
No.
Permittee
Address Application
Submittal
Date
Status
Description Site Total
Acreage
Density
DU/Acre
Density
FAR
Special
Project
Category
LID
Treatment
Reduction
Credit
Available
List of LID
Stormwater
Treatment
Systems
List of Non-
LID
Stormwater
Treatment
Systems
1312 El
Paseo de
Saratoga &
1777
Saratoga
Avenue
Mixed-Use
Village
File No.
PD20-006
City of
San Jose
1312 El
Paseo
de
Saratog
a & 1777
Saratog
a
Avenue
8/18/2020 Approve
d
(approv
ed plans
dated
6/21/22)
Planned
Developme
nt Permit to
construct
994
residential
units,
commercial
space on an
approximate
ly 10.6-gross
acre site.
10.76 AC
92 DU/AC
N/A Category
A: N/A
Category
B: N/A
Category
C: Yes
Location:
Within a
PDA.
Density: 92
DU/AC
Parking:
≤10% at-
grade
surface
parking.
Category
A: 0%
Category
B: 0%
Category
C: 55%
Location:
25%
Density:
20%
Parking:
10%
Bioretentio
n (38%)
Flow-
through
planter
(4%)
Tree filter
(1%)
Pervious
pavement
(5%)
Self-
treating
(7%)
Media
Filtration
System
(45%):
Phosphosor
b StormFilter
media filter,
which is
certified by
the
Washington
State
Department
of Ecology
Technical
Assessment
Protocol -
Ecology
(TAPE)
Program.)
See
narrative.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-86
C.3.j.ii.(2) ► Table A - Public Projects Reviewed for Green Infrastructure Project Name and
Location50
Project Description Status51 GI
Included?
52 Description of GI Measures
Considered and/or Proposed
or Why GI is Impracticable to Implement53
Willow-Keyes Complete
Streets Improvements
Installations of roundabouts
and various bulb outs to
enhance the safety for all
modes of transportation.
Beginning planning
phase
TBD Various opportunities for GSI are identified
on the conceptual designs and will be
considered through the design phase.
Roosevelt Park
Transportation
Improvements
Installation of bike lanes
and markings, Rectangular
Rapid Flashing Beacons,
curb extension, median
refuge, and ADA curb
ramps. Scope also includes
greening along the San
Antonio Street active
transportation corridor.
Feasibility phase
TBD
GSI is considered along the San Antonio
Street active transportation corridor in the
early concept design.
50 List each public project that is going through your agency’s process for identifying projects with green infrastructure potential. 51 Indicate status of project, such as: beginning design, under design (or X% design), projected completion date, completed final design date, etc. 52 Enter “Yes” if project will include GI meas ures, “No” if GI measures are impracticable to implement, or “TBD” if this has not yet been determined. 53 Provide a summary of how each public infrastructure project with gree n infrastructure potential will include green infrastructure measures to the maximum extent practicable during the permit term. If review of the project indicates that implementation of green infrastru cture measures is not practicable, provide the reasons why green infrastructure measures are impracticable to implement.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-87
C.3.j.ii.(2) ► Table B - Planned and/or Completed Green Infrastructure Projects Project Name and
Location54
Project Description Planning or
Implementation Status
Green Infrastructure Measures Included
River Oaks Pump Station
Regional Stormwater
Capture Project
Modification of existing
pump station to redirect the
water from all runoff events
to an existing detention
basin that will be converted
into a new bioretention
facility for this project. The
new bioretention facility will
treat a 344-acre drainage
area.
Design phase The project will install a large bioretention facility.
Pellier Park Design and
Construction
Construction of a new park
consisting of a community
grove, storytelling wall,
multiple seating
arrangements, and paseos
providing pedestrian
connection between
commercial and residential
areas.
Construction phase This project will install approximately 7,061 square feet of permeable pavers.
West San Carlos
Urban Village
Streetscape
Improvements
Enhance safety for all
modes of transportation by
bulbing out street corners,
constructing ADA
compliant curb ramps and
high visibility crosswalks,
modifying traffic signals,
installing Rectangular Rapid
Flashing Beacons, and
incorporating street trees,
landscaping, and potential
bioretention areas.
Design phase
Bioretention cells are considered at various
intersections along the corridor.
54 List each planned (and expected to be funded) public and private green infrastructure project that is not also a Regulated Project as defined in Provision C.3.b.ii.
Note that funding for green infrastructure components may be anticipated but is not guaranteed to b e available or sufficient.
FY 2021- 2022 Annual Report C.3 – New Development and Redevelopment Permittee Name: City of San José
3-88
Project Name and
Location54
Project Description Planning or
Implementation Status
Green Infrastructure Measures Included
200 Park Avenue Public
Improvement
Construction of curb, gutter,
sidewalk, underground
utilities, and a signal
modification for a private
project.
Construction phase The project is installing bioretention areas along the public right of way.
100 Skyway Drive Planned Development
Permit for a private project
to construct a new building
for a weight room.
Construction phase The project will install a flow-through planter box and pervious pavement to treat a newly designed weight
room.
FY 2021-2022 Annual Report C.4 – Industrial and Commercial Site Controls Permittee Name: City of San José
4-1
Section 4 – Provision C.4 Industrial and Commercial Site Controls
Program Highlights and Evaluation
Highlight/summarize activities for reporting year:
Summary:
Regional Collaboration
The City is an active participant in the Santa Clara Valley Regional Urban Runoff Pollution Prevention Program’s (SCVURPPP) Industrial and Commercial and Illicit Discharge Detection Elimination Ad Hoc Task Group (IND/IDDE AHTG). Additionally, the City continues to share information on mobile businesses and mobile business enforcement with the IND/IDDE AHTG.
Facility Inspections
The City initially assigned 3,199 facilities for inspection in FY 21-22 and completed inspections for 2,154 facilities. This represents a 79% increase in the number of businesses inspected from FY 20-21. The IND group has returned to some pre-COVID inspection procedures such as entering indoor spaces and working with inspection contacts more directly while still maintaining recommended social distancing and masking precautions.
These changes, as well as the IND group being fully staffed with 8 inspectors, were major factors contributing to the 79% increase in sites inspected.
Inspectors found and documented 12 actual discharge violations and 983 potential discharge violations at 660 facilities. The rate of correcting identified violations within 10 business days or in an otherwise timely manner was approximately 89%. In FY 21-22, a total of 3,194 inspections were conducted; a 115% increase from FY 20-21.
Annual Training
The City places great value in providing needed training for its Environmental Inspectors. The City actively participated with the IND/IDDE AHTG to develop the Inspector Training Workshop to cover IND issues, requirements, and techniques. This year the Workshop was held in May 2022. The City will continue to train its staff in FY 22-23 and beyond, and will work with SCVURPPP and BAMSCC on pertinent regional inspector training.
FY 2021-2022 Annual Report C.4 – Industrial and Commercial Site Controls Permittee Name: City of San José
4-2
C.4.b.iii ► Potential Facilities List (i.e., List of All Facilities Requiring Stormwater Inspections)
List below or attach your list of industrial and commercial facilities in your Inspection Plan to inspect that could reasonably be considered to cause or contribute to pollution of stormwater runoff.
There are a total of 7,718 facilities subject to inspection in San José. A complete list of these facilities (Appendix 4-1: Potential Facilities List), including their location and type, is available on the City’s Environmental Services Department Stormwater Management Reports website at https://sanjoseca.gov/stormwaterannualreports.
C.4.d.iii.(2)(a) & (c) ►Facility Inspections
Fill out the following table or attach a summary of the following information. Indicate your reporting methodology below.
Permittee reports multiple discrete potential and actual discharges at a site as one enforcement action.
X Permittee reports the total number of discrete potential and actual discharges on each site.
Number
Total number of inspections conducted (C.4.d.iii.(2)(a)) 3,194 Violations, enforcement actions, or discreet number of potential and actual discharges resolved within 10 working days or otherwise deemed resolved in a longer but still timely manner (C.4.d.iii.(2)(c)) 886
Comments:
The number of violations equals the number of discrete issues identified at facilities. 660 of the 2,154 facilities inspected in FY 21-22 were in violation. The number of sites inspected in violation equals the number of facilities inspected in the reporting year that had at least one discrete violation documented.
The City stresses timely resolution of violations. The majority of violations not corrected in a timely manner received escalated enforcement actions as well as education to encourage the facility to comply. City inspectors document the rationale for each violation that is not corrected in a timely manner. Summarized below are the reasons given for violations that were not corrected in a timely manner in FY 21-22 (i.e., a breakdown of the approximately 11% of violations resolved in more than 10 working days):
• 2.81% - due to responsible party not taking any action within 10 business days • 4.22% - due to scheduling conflict between inspectors and facility managers • 2.81% - due to the corrective action being incomplete or insufficient • 1.11% - due to delays getting property management involved in resolution of violation
The overall increase in violations not resolved in a timely manner is due to several factors. For example, several businesses indicated a difficulty in hiring/maintaining available employees as reasons for violations taking more time to completely resolve. There was also an increase in violations not resolved timely due to inspector scheduling conflicts. This number can be improved with additional time management training. Violations not resolved timely took, on average, 5 business days to resolve past the 10-business day cutoff.
FY 2021-2022 Annual Report C.4 – Industrial and Commercial Site Controls Permittee Name: City of San José
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C.4.d.iii.(2)(b) ►Frequency and Type of Enforcement Conducted Fill out the following table or attach a summary of the following information.
Enforcement Action
(as listed in ERP)55
Number of Enforcement Actions Taken
Level 1 Correction Notice 528
Level 2 Official Warning Notice (OWN) 190
Level 3 Referral to Administrative Citation (ACR) 31
Level 3 Referral to Compliance Meeting (CMR) 0
Level 4 Administrative Citation (AC) 19
Level 4 Compliance Meeting (CM) 0
Total 213
Comments:
Referral to Administrative Citations (ACRs) and Referral to Compliance Meetings (CMRs) were previously counted as Official Warning Notices (OWNs) for reporting purposes as such referrals were made by issuing a second OWN in the field. Starting in FY 13-14, these enforcement actions are being counted separately. To compare OWN counts with previous years, use the sum of OWNs, ACRs, and CMRs.
55Agencies to list specific enforcement actions as defined in their ERPs.
FY 2021-2022 Annual Report C.4 – Industrial and Commercial Site Controls Permittee Name: City of San José
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C.4.d.iii.(2)(d) ► Frequency of Potential and Actual Non-stormwater Discharges by Business Category
Fill out the following table or attach a summary of the following information.
Business Category56
Number of Actual
Discharges
Number of Potential
Discharges
a) Facilities subject to the General Industrial Stormwater Permit 0 66 b) Vehicle salvage yards 0 5
c) Metals & other recycled materials collection facilities; waste transfer facilities 0 2 d) Vehicle mechanical repair, maintenance, fueling, cleaning 2 168 e) Building trades central facilities/yards; corporation yards 2 40 f) Nurseries and greenhouses 0 0
g) Building material retailer and storage 0 20
h) Plastic manufacturers 0 0
i) Other 0 0
j) Food service 3 471
k) Dry cleaners 0 0
l) Miscellaneous 5 211
Total 12 983
Comments:
Category i (“Other”) includes facilities designated by the Permittee or Water Board to have a reasonable potential to contribute pollution of stormwater runoff. For SCVURPPP Permittees, this includes but is not limited to: amusement parks, chemical and allied products, storage, and veterinarians/animal services with outdoor pens. Category l (“Miscellaneous”) includes facilities that were inspected in FY 20-21 but are not included in any of the other business categories and would not normally receive an inspection. These facilities were inspected because either 1) they were incorrectly included in one of the other business categories when imported into the City’s database; 2) a violation was identified at the facility during an IDDE complaint investigation in a previous year; or 3) a violation was identified at the facility during an IND inspection (based on a different business category) in a previous year.
56List your Program’s standard business cat egories.
FY 2021-2022 Annual Report C.4 – Industrial and Commercial Site Controls Permittee Name: City of San José
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C.4.d.iii.(2)(e) ►Non-Filers
List below or attach a list of the facilities required to have coverage under the Industrial General Permit but have not filed for coverage:
There are a total of 52 facilities inspected in FY 21-22 that may need to file an NOI based solely on their SIC code or based on their SIC code and equipment maintenance/cleaning activities. A complete list of these facilities (Appendix 4-2: Non-Filers), including their location and SIC code, is available on the City’s Environmental Services Department Stormwater Management Reports website at https://www.sanjoseca.gov/stormwaterannualreports.
C.4.e.iii ►Staff Training Summary
Training Name
Training
Dates Topics Covered
No. of
Industrial/
Commercial
Site
Inspectors in
Attendance
Percent of
Industrial/
Commercial
Site
Inspectors in
Attendance
No. of IDDE
Inspectors
in
Attendance
Percent of
IDDE
Inspectors
in
Attendance
Copper Controls 7/15/21,
6/7/22,
6/21/22
BAMSC Pollutants of Concern Powerpoint
Presentation (including copper)
7 100% 5 100%
SCVURPPP
IND/IDDE Training
Roundtable
5/26/22 Changes to the Municipal Regional Permit
Case Studies on IND and IDDE Inspections,
Enforcements, and BMPs
6 86% 6 100%
Comments:
FY 2021-2022 Annual Report C.4 – Industrial and Commercial Site Controls Permittee Name: City of San José
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FY 2021-2022 Annual Report C.5 – Illicit Discharge Detection and Elimination Permittee Name: City of San José
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Section 5 – Provision C.5 Illicit Discharge Detection and Elimination
Program Highlights and Evaluation
Highlight/summarize activities for reporting year:
Provide background information, highlights, trends, etc.
Summary:
Outfall Screening
The City screens its storm sewer collection system for illicit discharges and connections in conjunction with its existing outfall inspection and maintenance program. This includes screening of outfalls that drain industrial areas. In FY 21-22 a total of 432 outfalls were screened. 11illegal dumping or illicit connection incidents were reported during this screening.
Regional Collaboration
The City actively participated in the Program’s Illicit Discharge Detection and Elimination (IDDE) Ad Hoc Task Group (IDDE AHTG) meetings and on multiple projects. The group meets regularly to share and discuss issues. The group continues to update the countywide mobile business inventory and mail the BMP brochure and letter to new businesses as well as share enforcement actions taken against mobile businesses that cross jurisdictions. A complete summary of countywide and regional activities is included in the SCVURPPP FY 21-22 Annual Report.
The City worked with the IND/IDDE AHTG to develop the Annual IND/IDDE Training held this year on May 26, 2022. Inspectors also attended HAZWOPER Refresher and various internal safety trainings throughout the year.
IDDE Complaint Response Evaluation
The City responded to 285 complaint calls in FY 21-22. The City makes every effort to respond to complaints on the same day they are received, with the goal of no later than five business days. The percentage of violations corrected in a timely manner is approximately 95%. Complaints in residential, commercial, and industrial areas continue to be the vast majority of the cases the City investigates. The categories with the highest number of complaints were sanitary spill or leak, oil and grease, vehicle or equipment leaking, and RV waste.
FY 2021-2022 Annual Report C.5 – Illicit Discharge Detection and Elimination Permittee Name: City of San José
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C.5.c.iii ►Complaint and Spill Response Phone Number
Summary of any changes made during FY 21-22:
No change.
C.5.d.iii.(1), (2), (3) ►Spill and Discharge Complaint Tracking Spill and Discharge Complaint Tracking (fill out the following table or include an attachment of the following information) Number
Discharges reported (C.5.d.iii.(1)) 285
Discharges reaching storm drains and/or receiving waters (C.5.d.iii.(2)) 102 Discharges resolved in a timely manner (C.5.d.iii.(3)) 170 Comments:
The City of San José tracks all complaints as individual cases. Of the 285 complaints received and completed in the fiscal year, 79 reported complaints could not be found upon field inspection or were not stormwater pollutant related and five were allowable discharges. Of the remaining 206 complaints, including both actual and potential discharges, 102 (or 49%) had discharges that had reached storm drains and/or receiving waters. Of the 179 documented violations (it is possible for one discharge case to have multiple violations) 170 (95%) were resolved in a timely manner. All nine violations that were not resolved in a timely manner were escalated in enforcement and ultimately resolved. There were also discharges reported where no responsible party could be identified. In such cases, clean up, if necessary, was completed by the City and education/BMPs were provided to all parties involved.
FY 2021- 2022 Annual Report C.6 – Construction Site Controls Permittee Name: City of San José
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Section 6 – Provision C.6 Construction Site Controls
C.6.e.iii.(3)(a), (b), (c), (d) ►Site/Inspection Totals Number of active Hillside
Sites (sites disturbing < 1
acre of soil requiring storm
water runoff quality
inspection) (C.6.e.iii.3.a)
Number of High Priority Sites (sites
disturbing < 1 acre of soil requiring
storm water runoff quality
inspection) (C.6.e.iii. 3.c)
Number of sites disturbing ≥
1 acre of soil
(C.6.e.iii.3.b)
Total number of storm water runoff quality
inspections conducted (include only Hillside Sites,
High Priority Sites and sites disturbing 1 acre or
more)
(C.6.e.iii. 3.d)
13 39 92 1,253
Comments:
The construction site categories listed above includes sites that are under demolition if they have the potential to be classified under one of the construction categories listed above once construction begins. These demolition sites are assigned a “< 1 acre” disturbed area in the City’s database if the area disturbed is unidentified.
All hillside projects are chosen based on the City’s map of Geologic Hazard or Landslide Seismic Hazard Zones disturbing greater than or equal to 5,000 square feet. High priority sites are considered significant threats to water quality due to the following: soil erosion potential or soil type, site slope, project size and type, sensitivity to receiving waterbodies, proximity to receiving waterbodies, non-stormwater discharges, and other relevant factors. Many of the high priority sites from FY 21-22 have been included because of their proximity to receiving waterbodies.
Provide the number of inspections that are conducted at sites not within the above categories as part of your agency’s inspection program and a general description of those sites, if available or applicable.
Does not apply.
FY 2021- 2022 Annual Report C.6 – Construction Site Controls Permittee Name: City of San José
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C.6.e.iii.(3)(e) ►Construction Related Storm Water Enforcement Actions Enforcement Action
(as listed in ERP)57
Number Enforcement Actions Issued
Level 158 Correction Notice/Verbal Warning 63
Level 2 Official Warning Notice/Notice of Unsatisfactory Conditions and/or Referral to Environmental Services
27 Level 3 Administrative Citation Referral/Compliance Meeting Referral 18 Level 4 Penalty Application/Administrative Citation/Compliance Meeting 13 Total 121
C.6.e.iii.(3)(f), ►Illicit Discharges
Number
Number of illicit discharges, actual and those inferred through evidence at hillside sites, high priority sites and sites that disturb 1 acre or more of land (C.6.e.iii. 3.f)
4 C.6.e.iii.(3)(g) ► Corrective Actions
Indicate your reporting methodology below.
Permittee reports multiple discrete potential and actual discharges at a site as one enforcement action.
X Permittee reports the total number of discrete potential and actual discharges on each site.
Number
Enforcement actions or discrete potential and actual discharges fully corrected within 10 business days after violations are discovered or otherwise considered corrected in a timely period (C.6.e.iii. .3.g) 150
Comments:
In FY 21-22, there were a total of 151 violations at 144 sites, of which, 99% (150), were fully corrected within 10 business days. During FY 21-22
57Agencies should list the specific enforcement actions as defined in their ERPs. 58For example, Enforcement Level 1 may be Verbal Warning.
FY 2021- 2022 Annual Report C.6 – Construction Site Controls Permittee Name: City of San José
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there was one violation that was not resolved within 10 business days due to the responsible party’s failure to complete all required remedial actions by the required due date. This construction site received escalated enforcement and the violation was ultimately resolved.
In San José, the total number of violations equals the number of discrete potential and actual discharges identified at construction sites that result in an enforcement action. It does not equal the number of enforcement actions because 1) a single enforcement action may be issued to address multiple violations and 2) a site may be issued a second (or multiple) enforcement action(s) progressively to achieve compliance.
C.6.e.iii.(4) ►Evaluation of Inspection Data
Describe your evaluation of the tracking data and data summaries and provide information on the evaluation results (e.g., data trends, typical BMP performance issues, comparisons to previous years, etc.).
Description:
During FY 21-22, the number of construction inspections under the Provision C.6 Construction Inspection Program decreased 21% from FY 20-21 and the number of construction sites completed decreased 21% (FY 21-22: 1,253 inspections at 144 project sites; FY 20-21: 1,599 inspections at 182 project sites). The number of violations in FY 21-22 (151) decreased 27% from the previous fiscal year (208). The use of Level 4 enforcement actions, relative to the total number of enforcement actions, to achieve compliance decreased by 38% in FY 21-22. The number of violations and Level 4 enforcement actions from year to year can be affected by many variables, including elevated enforcement on construction sites carried over from the previous fiscal year.
Consistent with previous years, sediment control and good site management were the most common BMP violation categories. Inadequate BMPs in those two categories made up 93% of the violations issued. Nearly 99% (150/151) of all violations were corrected within 10 business days or otherwise considered timely.
City inspection teams conducted regular on-site walking inspections this fiscal year and did not rely upon methods commonly used earlier in the COVID-19 pandemic, such as drive-through inspections from City-issued vehicles or remote virtual applications such as Facetime or Zoom. The reduced number of violations is likely attributable to less sites and inspections, which may be related to the COVID-19 pandemic. A couple of sites were shut down due to staffing issues and financial hardships, and the cost of materials and labor may have slowed down development. Lack of rain may have also contributed to the reduced number of violations.
C.6.e.iii.(4) ►Evaluation of Inspection Program Effectiveness Describe what appear to be your program’s strengths and weaknesses, and identify needed improvements, including education and outreach.
Description:
In FY 21-22, San José continued to implement a thorough, year-round, construction inspection program. Inspection staff completed 1,253 inspections.
The inspection staff’s ability to conduct regular inspections and enforce on construction projects to ensure they are properly implementing Best Management Practices is considered a strength. As demonstrated with the decrease in violations during FY 21-22, the City’s ability to educate site owners, operators, and developers to establish and maintain compliance is a valuable component of the inspection program.
FY 2021- 2022 Annual Report C.6 – Construction Site Controls Permittee Name: City of San José
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The City acknowledges that proactive outreach and education could be overall beneficial for the program. Specific outreach to subcontractors and hired parties has been more challenging, as well as coordination with contractors’ inspection staff. City inspection staff is actively working to improve subcontractor engagement by sharing inspection results and known violations, and encouraging site owners, operators, and developers to relay the City’s report to subcontractors to maintain consistent construction site compliance within San José and beyond.
Inspection program staff attended a virtual half-day construction site inspection training workshop in March 2022. The training covered MRP regulatory requirements, compost-based BMPs, municipal use of compost and mulch, stormwater strategies, and case studies. Attendees included inspection staff, supervisors, and other staff that have a primary role in the City’s construction stormwater inspection program.
Attendance for the construction workshop was increased this year with 47 inspectors attending in FY 21-22 compared to 33 inspectors in FY 20-21.
The Environmental Services Department and Public Works Supervisors worked closely together to identify all inspector positions that would directly benefit from attending the annual construction workshops and to ensure they receive notification for all upcoming construction trainings.
As in previous years, San José was also an active participant in the BAMSC Development Committee.
C.6.f.iii ►Staff Training Summary
Training Name Training Dates Topics Covered
No. of Inspectors
in Attendance
SCVURPPP Stormwater Inspections Workshop:
Construction Site Municipal Stormwater Inspector
Workshop
3/9/2022 • MRP 3.0 Permit Requirements
• Compost-based BMPs vs. Fiber Rolls
• Caltrans Erosion Control
• Creek Conditions in Santa Clara County
Watersheds
47 FY 2021 - 2022 Annual Report C.7 – Public Information and Outreach Permittee Name: City of San José
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Section 7 – Provision C.7. Public Information and Outreach C.7.b.i.1 ►Outreach Campaign
Summarize outreach campaign. Include details such as messages, creative developed, and outreach media used. The detailed outreach campaign report may be included as an attachment. If outreach campaign is being done by participation in a countywide or regional program, refer to the separate countywide or regional Annual Report.
Summary:
Christmas in the Park Environmental Alley
In fall of 2021, the restrictions from the Santa Clara County public health lessened due to a drop in COVID-19 cases. However, City and Christmas in the Park (CITP) staff and vendors continued to adhere to strict safety guidelines. CITP 2021 (from November 26, 2021, through January 2, 2022) allowed in-person attendance along with an option for a drive through. This year, watershed protection messages were placed on displays, signage, social media, and stage announcements including:
• CITP placed six A-frames in food vendor areas highlighting the event as a “Foam Free Zone.” Food vendors used non-foam food service ware.
• CITP placed signage at the water bottle refill station offered in the event highlighting the environmental benefits of reusable water bottles.
• CITP placed signage throughout a Bear Maze with key ESD messages including anti-litter messages. • CITP posted anti-litter messages on CITP social media (Facebook, Instagram) and ESD social media (FB, Instagram, Twitter) during the event timeframe.
Earthquakes Partnership
ESD continued its partnership with the San Jose Earthquakes, a professional soccer team during the 2021 and 2022 seasons. The partnership aims to raise awareness and encourage environmental behaviors that will help reduce waste, prevent pollution, and conserve water and energy. In spring 2022, ESD ran an anti-litter campaign that featured an Earthquakes player and a call to action to sign up for a volunteer cleanup. During the month of May, ads were featured at Paypal Park, on social media, on bus shelters, light rail stations, and on buses in the city of San José. This partnership provides use of the Earthquakes brand and player images, cost savings, and value-added outreach opportunities with the Earthquakes and ESD’s other public agency partners. As family-friendly role models and key community leaders, the Earthquakes players’ local celebrity status garners recognition and credibility among fans and the general public. The Earthquakes also shared and tagged ESD in posts on Twitter to their 280,312 followers and Facebook to their 204,745 followers. This included posts such as images of San Jose with the ESD logo, and an Earth Day post. The San Jose Earthquakes partnership achieved more than eight million impressions of messaging through mass media campaigns in English and Spanish languages in FY 2021-22.
ESD also ran an eight-month long marketing campaign on buses, bus shelters and light rail advertisements, digital and social media advertisements, and game day radio and social media advertisements that included Watershed Protection messages. The marketing campaign included Spanish language advertisements shared on Univision, Uforia (Spanish language online radio app), and the Spanish radio FY 2021 - 2022 Annual Report C.7 – Public Information and Outreach Permittee Name: City of San José
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broadcast. Messages covered the following topics:
Recycle Right: Promoting awareness of impacts and
encouraging proper disposal of items, specifically
items with food and liquid
April and July 2022
Pollution Prevention: Encouraging residents to
properly dispose of medications.
August 2022
Litter: Encouraging residents to volunteer for
litter cleanups.
May 2022
Junk Pickup service: Promoting awareness and
program participation.
Household Hazardous Waste: Encouraging proper
disposal of HHW.
March and
October 2022
San Jose Sharks Partnership
ESD renewed its partnership contract with the San Jose Sharks, a professional ice hockey team, for another three years, to raise awareness and encourage environmental behaviors that reduce waste and prevent pollution. The Sharks home games at SAP Center reach 17,321 fans who are 58% female, 57% white, and 54% Santa Clara County residents.
The partnership provides use of the Sharks brand, player images and outreach opportunities with the Sharks and ESD’s other public agency partners. As family-friendly role models and key community leaders, the Sharks players’ local celebrity status garners recognition and credibility among fans and the general public. During the 2021-22 season, ESD also continued an English mass media campaign featuring Sharks players. The San Jose Sharks partnership generated more than 10 million impressions of messaging through mass media campaigns in English and Spanish in FY 2021-22.
In the 2021-22 season, messages were disseminated during the shortened season with a six-month marketing campaign through digital and social media advertisements, game-day radio ads on the Sharks Radio Network, and outdoor ads including digital billboards, buses, bus shelters, and light rail stations. Messages covered the following topics:
Pollution Prevention: Encouraging residents to
properly dispose of medications and use chewable
flea medication for their pets.
October 2021 and February 2022
City of San José Junk Pickup service: Promoting
awareness and program participation.
January 2022
FY 2021 - 2022 Annual Report C.7 – Public Information and Outreach Permittee Name: City of San José
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Litter: Encouraging residents to pick up litter and
volunteer for community cleanups.
Household Hazardous Waste: Encouraging proper
disposal of HHW.
April 2022
March 2022
San José Mayor Sam Liccardo’s #BeautifySJ Campaign
In 2017, Mayor Sam Liccardo launched the #BeautifySJ Initiative to beautify the City and address blight. The initiative continued in FY 2021-22 with additional funding to better leverage and coordinate internal resources. BeautifySJ rallies residents to reclaim their public spaces and empower the community to aesthetically demonstrate their pride in the City. In addition to the many ways that residents can help beautify San José. The City continues to make progress on new policy initiatives that make San José more attractive:
• The City’s Anti-Litter Program experienced a 45% increase in volunteers during FY 2021-22 as volunteer events returned after the COVID-19 pandemic and Santa Clara County public health orders began to ease. • The Anti-Litter program retained volunteers by hosting contactless delivery of supplies so that mini-litter events within family units could continue throughout the City. Additionally, they have increased efforts by hosting mini-litter events and presentations at schools, centers and afterschool recreation programs. The Anti-Litter program was able to surpass the number of volunteers for FY 20-21 due to these continued efforts.
Social Media
ESD raised additional awareness for stormwater management and protection through social media. Photo, graphic and video posts with helpful tips pertaining to litter, volunteering, household hazardous waste, green stormwater infrastructure, sustainable landscaping methods, and general stormwater pollution prevention education were posted on Twitter, Facebook, and Instagram. For FY 2021-22, ESD placed 70 stormwater-related posts on Twitter, Instagram, and Facebook. These posts reached an average of 680 people per post with a total of 108,295 impressions and garnered 2,863 engagements.
ESD continued to share environmental tips with the community during the COVID-19 pandemic and made adjustments based on Santa Clara County public health orders by focusing on safe and proper disposal of masks and gloves. Other messaging included sharing new job opportunities, teaching safe disposal of HHW, and highlighting how to keep the San Jose watershed clean. ESD utilized its partnership with the San Jose Sharks to post a video of S.J. Sharkie cleaning up a creek and encouraging others to volunteer. Sharkie reshared it on his Twitter which led to it reaching over 23,000 people.
The following separate reports developed by SCVURPPP summarize countywide efforts conducted during FY 2021-22:
• FY 2021-22 Watershed Watch Campaign Annual Campaign Report • FY 2021-22 Watershed Watch Partner Report
• FY 2021-22 Watershed Watch Web Statistics Report
These reports are included within the C.7 Public Information and Outreach section of the SCVURPPP FY 2021-22 Annual Report.
FY 2021 - 2022 Annual Report C.7 – Public Information and Outreach Permittee Name: City of San José
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C.7.c. Stormwater Pollution Prevention Education
No change in point of contact.
C.7.d ►Public Outreach and Citizen Involvement Events
Describe general approach to event selection. Provide a list of outreach materials and giveaways distributed.
Use the following table for reporting and evaluating public outreach events.
The City takes a strategic approach to event selection based on family-friendly community events, TMA’s, targeted audience (i.e., 18-25 Latino male adults for litter messaging), collaborative campaign efforts, etc. The following outreach materials and giveaways are available in our outreach tool kit: Clean Cars, Clean Creeks, Discount Card (i.e., car wash discounts), Draining Pools and Spas, Keep Your Home Safe (HHW), Guide to Eating Fish and Shellfish from San Francisco Bay, Wastewater Paths, You’re the Solution to Water Pollution, How Trash Gets Into Creeks, 10 Most Wanted Bugs, Grow It Guide, Less Toxic Products, South Bay Green Gardens postcards and seed packets, Pests Bugging You, Flyswatters, Watershed Watch drawstring bags.
During FY 2021-22, ESD participated in 5 community events. Staff distributed approximately 40 copies of outreach materials and over 100 Watershed Watch drawstring bags.
Event Details Description (messages, audience) Evaluation of Effectiveness Adopt-A-Park and Adopt-A-
Trail Year-Round Volunteer
Program
Citywide
Volunteers are an essential and substantial
asset in the City of San José. The Volunteer
Management Unit in the Department of
Parks, Recreation and Neighborhood
Services continues to engage and execute
valuable programs that focus on a healthy
environment in all 211+ City parks and 61
miles of urban trails.
During FY 21-22, more than 1,696 park
volunteers donated over 7,724 hours of service
as they picked up trash, swept sidewalks and
gutters, and worked on landscaping tasks at
their favorite parks. Individuals, as well as
volunteer civic groups, corporate employee
volunteers, faith-based organizations, and
active teens, came out to help at 51 “One Day
Volunteer Events.” Currently, 75 parks have
been adopted. Park adoption is a long-term
volunteer opportunity for neighborhood
associations and passionate residents. Overall,
the Volunteer Management Unit produced
volunteer services valued at $216,587.
Anti-Litter Program
Year-Round Volunteer Program Citywide
The purpose of the Anti-Litter Program (ALP)
is to beautify San José by preventing litter
through education, coordinating
community litter cleanup events, and
In FY 2021-22, the ALP proactively engaged
businesses and neighborhood associations,
schools, churches, and youth groups through
virtual events and platforms such as email,
FY 2021 - 2022 Annual Report C.7 – Public Information and Outreach Permittee Name: City of San José
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Event Details Description (messages, audience) Evaluation of Effectiveness managing community involvement through
volunteerism. ALP provides free cleanup
supplies to volunteers, designates litter hot
spots for adoption, and hosts special
cleanup events.
Facebook, and Better Impact software to track
volunteer information and promote volunteer
opportunities as the COVID-19 pandemic and
Santa Clara County public health orders began
to ease. ALP participation at these virtual and in
person events focused on raising awareness of
litter in neighborhoods, parks, and creeks, in
addition to recruiting volunteers. As the
pandemic restrictions have continued to lift, the
ALP outreach strategy has focused on in person
community engagements such as school
outreach and education, coordinating
community litter events, promoting Coastal
Cleanup Day, and working with Council offices
and community leaders to address those areas
of the City most impacted by litter. These
interactions resulted in the community groups
and businesses coordinating smaller scale
activities.
ALP volunteers and one-day service
groups contributed over 15,594 hours and
collected 15,475 bags of trash.
California Coastal Cleanup
Day September 18, 2021
Multiple sites in San José
To align with Santa Clara County public
health orders, California Coastal Cleanup
Day organizers modified the event this year
to include two participation options. For the
virtual option, volunteers from the same
household picked up litter around their
neighborhood and reported it in
the CleanSwell App. Organizers also led a
few in-person cleanups along creeks with
small groups of socially distanced
volunteers.
A total of 195 volunteers cleaned
neighborhoods, parks, trails, and creeks
throughout San José. Approximately 9,053
pounds of trash were removed from 13 miles of
land and creek areas.
Viva Calle
November 7, 2021
May 1, 2021
June 12, 2021
Viva Calle is a free recreational program
that closes miles of scenic San José streets
to cars. The open street events bring
people and communities of all ages
together to walk, bike, skate, and explore.
In FY 21-22, ESD tabled at 3 separate Viva Calle
events, resulting in a total of 460 community
members engaged. Event participants learned
how to sort waste properly to prevent litter from
entering storm drains, litter’s impact on water
FY 2021 - 2022 Annual Report C.7 – Public Information and Outreach Permittee Name: City of San José
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Event Details Description (messages, audience) Evaluation of Effectiveness
Multiple sites in San José
Local Event
Several community groups and businesses
provided information to the community.
ESD staff engaged the community with its
Watershed Warrior bean bag board game,
pollution prevention, and watershed
protection educational materials.
quality, and the difference between the
sanitary sewer and the storm sewer system.
ESD Earth Day
April 22, 2022
San José City Hall
Local Event
ESD celebrated Earth Day at San José City
Hall Plaza, featuring music, games, City
officials and community speakers, and a
pledge board for community members to
share how they intend to protect the
environment.
WSP staff engaged with 60 community
members on litter prevention and watershed
protection.
Sciencepalooza
May 14, 2022
San Jose State University
Local Event
Sciencepalooza is an event in partnership
with East Side Union High School District and
San Jose State University. This year’s event
was an outdoor celebration with an
environmental literacy theme.
WSP staff engaged with 110 people at this
event. Participants learned how to sort waste
properly to prevent litter from entering storm
drains through a bean bag toss game. They
also learned about litter’s impact on water
quality and had the opportunity to answer
questions about San José’s watershed for
prizes.
National River Cleanup Day
May 21, 2022
National River Cleanup Day is an
opportunity organized by The Creek
Connections Action Group, where
volunteers pick up litter from lakes, rivers,
and creeks. Volunteers from the same
household picked up litter around their local
neighborhoods and reported it in
the CleanSwell App, Litterati App, or
through an online form. Partners also led a
few exclusive in-person cleanups gathering
small groups of socially distanced
volunteers along creeks in San José.
A total of 246 volunteers cleaned
neighborhoods, parks, trails, and creeks
throughout San José. Approximately 18,406
pounds of trash were removed from 10.5 miles
of San José.
Barn Owl Nest Monitoring
Program
After being put on hold due to the COVID-
19 pandemic and Santa Clara County
Health Orders, the program has resumed
401 students from Evergreen College, Pioneer
High School, and Independence High School
were taught about the program and IPM
FY 2021 - 2022 Annual Report C.7 – Public Information and Outreach Permittee Name: City of San José
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Event Details Description (messages, audience) Evaluation of Effectiveness Year-Round
City-wide
and continues to expand public outreach
and education efforts. Online and in-person
presentations were conducted with
partnering schools in San José. Staff
monitors and tracks the barn owl
population at 14 City parks.
basics.
Community Gardens Year-
Round
Citywide
The Community Gardens Program adheres
strictly to the gardening principles,
concepts, and practices popularly called
“organic.” The use of pesticides, herbicides,
chemical fertilizers, or other such
substances or practices inconsistent with
organic gardening are prohibited. The use
of fertilizer material or tillage methods
harmful to the soil’s structure, fertility or
microorganisms is prohibited. The use of
materials or products harmful to humans is
prohibited. Educational materials are
provided in English and Spanish.
During FY 2021-22, community gardens served
1009 participants. IPM BMPs and water
conservation outreach and education are
provided to participants to protect land and
water sources. Compost is provided to amend
soil and help with moisture retention, and mulch
is used for suppressing weeds. Some gardens
also employ biological control methods such
as, raptor perches, and Barn owl and bat
boxes, for management of nuisance pests.
FY 2021 - 2022 Annual Report C.7 – Public Information and Outreach Permittee Name: City of San José
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C.7.e. ►Watershed Stewardship Collaborative Efforts
Summarize watershed stewardship collaborative efforts and/or refer to a regional report that provides details. Describe the level of effort and support given (e.g., funding only, active participation etc.). State efforts undertaken and the results of these efforts. If this activity is done regionally refer to a regional report.
Evaluate effectiveness by describing the following:
• Efforts undertaken
• Major accomplishments
Summary:
During FY 2021-22, the Program actively supported the Santa Clara Basin Watershed Initiative, including the Land Use Subgroup and the Santa Clara Valley Zero Litter Initiative. Information on these efforts is included within the C.7 Public Information and Outreach section of the Program’s FY 2021-22 Annual Report.
Watershed Management Initiative, Zero Litter Initiative The Zero Litter Initiative (ZLI) Steering Committee continues to meet monthly. This fiscal year focused on the following efforts:
• Coordination with Caltrans, Caltrain, Valley Transportation Authority (VTA), BeautifySJ, and Keep America Beautiful: ZLI participants continued coordination meetings with transportation and other agencies on trash-related issues, including the Clean California Campaign, Adopt-A-Highway and on/off ramps, homeless encampment cleanups, and using highway message boards for anti-litter awareness.
• Alameda County Illegal Dumping (ACID) Task Force and CalRecycle Illegal Dumping Technical Advisory Committee (IDTAC): The ZLI coordinated on illegal dumping issues with two statewide task forces. The ACID task force is organized by the office of Alameda County Board of Supervisor, Nate Miley and IDTAC by CalRecycle. The ZLI assisted with the planning of the ACID task force's virtual conference held on April 19, 20 and 21, 2022. The presentations and videos of the conference can be found at:
https://district4.acgov.org/illegal-dumping-conference-2022/. The CalRecycle IDTAC meets quarterly. Information on the IDTAC can be found at: https://calrecycle.ca.gov/IllegalDump/TaskForce/ • Trash Information Sharing Webinars: The ZLI has held three webinars to provide information on trash in stormwater and management actions that can reduce trash in waterways. The first webinar was held in 2016 and covered franchise agreements, multi-family dwellings and right-size-right service for solid waste management. The second webinar in January 2018 focused on the impacts of cigarette butts on stormwater quality and controls for managing this frequently littered item. A third webinar was held in July 2018 and focused on actions being taken to reduce the impacts of plastic straws on stormwater quality. The next webinar is currently planned for fiscal year 2022-23.
• Coordination with the Technical Advisory Committee of the Santa Clara County Recycling and Waste Reduction Commission (RWRC TAC): In FY 2021-22, the ZLI continued to share best litter management practices with the RWRC TAC to reduce litter and waste in relation to the Municipal Regional Stormwater Permit requirements, trash-related requirements in State law, SB 1383, PCBs in building demolition, and illegal dumping. The ZLI continues to assist the RWRC TAC with guidance on policies and ordinances to FY 2021 - 2022 Annual Report C.7 – Public Information and Outreach Permittee Name: City of San José
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reduce single-use foodware and litter.
South Bay Green Gardens
Bay Area Residents are encouraged to adopt sustainable landscaping practices, including urban runoff reduction and rainwater management, green waste reduction through composting, and various practices that reduce the need for chemical fertilizers and pesticides. Program staff attended South Bay Green Gardens subcommittee meetings this fiscal year.
C.7.f. ►School-Age Children Outreach
Summarize school-age children outreach programs implemented. A detailed report may be included as an attachment.
Use the following table for reporting school-age children outreach efforts.
Outreach to school-age children is implemented through ZunZun assemblies at local elementary schools and the Watershed Watchers program at the Environmental Education Center at the Don Edwards San Francisco Bay Wildlife Refuge (Refuge) in Alviso. Due to COVID-19 health and safety concerns, some assemblies, programs, and activities were adapted for remote outreach (e.g., virtual assemblies and events, and self-guided tours and activities to promote environmental stewardship), while others were held in person. Details on these programs are included within the Program FY 21-22 Annual Report.
Program Details Focus & Short Description
Number of
Students/Teachers
reached Evaluation of Effectiveness
San José Go Green Schools
Program
Grades K-12
Environmental Services
Department program to foster
environmental stewardship and
recycling at schools in a parent
and community-driven process
based on the Go Green Initiative.
Go Green staff connect K-12
schools in San José with free
recycling supplies and other green
resources, encouraging them to
join the Go Green initiative at
whatever level they choose.
Number of students
impacted not
tracked
In FY 2021-22 the Go Green Schools program
provided 246 recycling containers to 7 local
schools.
Outdoor Equity Programs Grant
Community Planning Engagement
Grades 9 – 12
The Watershed Protection Division
hosted 4 meetings at
Independence High School, both
in-person and through a video
conferencing app, to establish a
home base and collect
58 students and 4
teachers reached
Established a community home base in an
underserved community and planned
educational activities in the community.
Students suggested community activities and
trips to natural areas such as species
identification field trips, hikes incorporating
FY 2021 - 2022 Annual Report C.7 – Public Information and Outreach Permittee Name: City of San José
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Program Details Focus & Short Description
Number of
Students/Teachers
reached Evaluation of Effectiveness
community input for a grant
application. These meetings
allowed students to provide ideas
for a watershed education
program. The grant application
was not selected for funding.
creek litter cleanups, whale watching, fishing
in the bay, water quality monitoring, and
more. These suggestions were collected
through the Watershed Citizen Activity and
included in the grant application.
FY 2021-2022 Annual Report C.8 – Water Quality Monitoring Permittee Name: City of San José
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Section 8 – Provision C.8. Water Quality Monitoring
C.8 ►Water Quality Monitoring
State below if information is reported in a separate regional report. Municipalities can also describe below any Water Quality Monitoring activities in which they participate directly, e.g. participation in RMP workgroups, fieldwork within their jurisdictions, etc.
Summary:
Most monitoring activities required in the stormwater Permit are implemented at either the regional level through the Bay Area Municipal Stormwater Collaborative (BAMSC) or the countywide level through the Santa Clara Valley Urban Runoff Pollution Prevention Program (Program). However, the City also participates directly in local and regional monitoring activities. This includes participation in numerous committees, workgroups, and strategy teams for the San Francisco Bay Regional Monitoring Program for Trace Substances (RMP); the BAMSC Monitoring and Pollutants of Concern (POC) Committee; the BAMSC Regional Monitoring Coalition (RMC); and the Program’s Monitoring and Pollutants of Concern Ad Hoc Task Groups and monitoring projects. For additional information on regional and countywide monitoring studies and work products, please see the Program’s Annual Report and the Urban Creeks Monitoring Report; Water Quality Monitoring: Water Year 2021 (October 2020 – September 2021); March 31, 2022, available online at https://scvurppp.org/2022/03/30/urban-creeks-monitoring-report- water-year-2021/.
Regional Participation
City staff participates directly in Regional and Countywide water quality monitoring efforts. This year, City staff actively participated in planning and review activities for the RMP, serving on the Steering Committee; Technical Review Committee; Sources, Pathways, and Loadings workgroup, Emerging Contaminant workgroup; Microplastics workgroup; PCBs workgroup; Sediment workgroup; and Sport Fish Monitoring team. Through this participation, the City helped develop work products and prioritize information needs for regional monitoring projects. In FY 21-22, the City reviewed and provided comments on RMP study reports and RMP Update drafts. Financial support for the RMP is a requirement of both the stormwater and wastewater NPDES Permits, and the City has met this obligation since the RMP’s inception.
City staff participated directly in the BAMSC Monitoring and POC Committee, which coordinates stormwater monitoring requirements regionwide. City staff also participated in numerous workgroups and project management teams, including the BAMSC Regional Stressor- Source Identification (SSID) Project Management Team and BAMSC MRP 3.0 C.8 internal and external workgroup meetings.
Local Monitoring
City staff participates directly in the Program’s Monitoring and Pollutants of Concern Ad Hoc Task Group, which plans and prioritizes local monitoring projects in Santa Clara County. City staff provided review and comment on the Urban Creek Monitoring Report: Water Quality Monitoring Water Year 2021 (UCMR), submitted to the Water Board on March 31, 2022. Staff aided the planning and implementation of multiple components of the UCMR and specifically, Creek Status Monitoring.
Staff conducted post-storm inspections of its storm water pump stations and visual surveys for fish kills and/or water quality impacts in local waterways. Inspections and surveys occur one business day after a rain event delivering a quarter inch or more of precipitation. Pump station inspections are focused on stations that discharge directly to a waterbody, and visual surveys focus on the Guadalupe River and Coyote Creek.
FY 2021-2022 Annual Report C.8 – Water Quality Monitoring Permittee Name: City of San José
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FY 2021-2022 Annual Report C.9 – Pesticides Toxicity Controls Permittee Name: City of San José
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Section 9 – Provision C.9 Pesticides Toxicity Controls
C.9.a. ►Implement IPM Policy or Ordinance
Is your municipality implementing its IPM Policy/Ordinance and Standard Operating Procedures? X Yes No If no, explain:
Report implementation of IPM BMPs by showing trends in quantities and types of pesticides used, and suggest reasons for increases in use of pesticides that threaten water quality, specifically organophosphates, pyrethroids, carbamates fipronil, indoxacarb, diuron, and diamides. A separate report can be attached as evidence of your implementation.
Overall, pesticide use in the City of San José continued to remain low. Nearly all reportable active ingredients were applied in a way that did not expose them to potential runoff or limited the potential for that exposure. Most of the reported use was indoors and/or in the form of contained baits. Indoxacarb use decreased, and applications were limited to indoor applications for German Cockroaches and Argentine Ants. Covered bait station products containing Fipronil were used for control of Argentine Ants and wasps, but overall use continues to be low. Total Deltamethrin use dropped significantly. The City continued to emphasize a preference for less and non-toxic products with all external vendors and City staff.
No Carbamates, Beta-Cyfluthrin, Bifenthrin, Cyfluthrin, Diamides, Diuron, Lambda-cyhalothrin, Organophosphates, Permethrin, Prallethrin, or Tetramethrin were used.
Trends in Quantities and Types of Pesticide Active Ingredients Used59
Pesticide Category and Specific Pesticide Active Ingredient Used Amount (lbs)60
FY 16-17 FY 17-18 FY 18-19 FY 19-20 FY 20-21 FY 21-
22 Organophosphates
Active Ingredient Chlorpyrifos None None None None None None Active Ingredient Diazinon None None None None None None Active Ingredient Malathion None None None None None None Pyrethroids (see footnote #2 for list of active ingredients)
59Includes all municipal structural and landscape pesticide usage by employees and contract ors. 60Weight or volume of the active ingredient, using same units for the product each year. Please specify units used . The active ingredients in any pesticide are listed on the label. The list of active ingredients that need to be reported in the pyrethroids class includes: metofluthrin, bifenthrin, cyfluthri n, beta-cyfluthrin, cypermethrin, deltamethrin, esfenvalerate, lambdacyhalothrin, and permethrin.
FY 2021-2022 Annual Report C.9 – Pesticides Toxicity Controls Permittee Name: City of San José
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Pesticide Category and Specific Pesticide Active Ingredient Used Amount (lbs)60
FY 16-17 FY 17-18 FY 18-19 FY 19-20 FY 20-21 FY 21-
22 Active Ingredient Beta-Cyfluthrin None 0.00394 None 0.33600 None None Active Ingredient Betafithenrin None None 0.32093 4.02900 8.53200 None Active Ingredient Cyfluthrin None None 0.00112 None None None Active Ingredient Lambda-cyhalothrin None None 0.00160 None None None Active Ingredient Deltamethrin 0.00252 0.00543 0.01344 0.30032 4.77600 0.60563 Active Ingredient Permethrin 0.16723 0.07360 0.01243 None 0.32750 None Active Ingredient Prallethrin None None None None 0.00800 None Active Ingredient Tetramethrin None None None None 0.13100 None Carbamates
Active Ingredient Carbaryl None None None None None None Active Ingredient Aldicarb None None None None None None Fipronil 0.07912 0.01782 0.01512 0.00001 0.26981 0.77363 Indoxacarb 0.04989 0.000002 0.0010 0.00384 0.00909 0.00294 Diuron None 851.000 None None None None
Diamides None None None None None None
Active Ingredient Chlorantraniliprole 0.00143 None None None None None Active Ingredient Cyantraniliprole None None None None None None
FY 2021-2022 Annual Report C.9 – Pesticides Toxicity Controls Permittee Name: City of San José
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Reasons for increases in use of pesticides that threaten water quality: See summary above reasons for increases in use of pesticides that threaten water quality.
IPM Tactics and Strategies Used:
• Continued using the SharePoint data entry and tracking portal for City staff and external vendors to streamline pesticide analysis and verify the use of alternative treatments and IPM methods. • The most commonly used Alternative Treatment/Method for invertebrates was insect monitoring traps. • Top alternative methods used for weed control included hand pulling, line trimming, and mulching for weed and invasive plant control on a more frequent basis in sensitive and fire prone areas. Most common weed types in order of frequency are mallows, bermuda grasses, and fusarium patch.
• Main target pests in structural settings included vertebrate pests such as rats and mice and invertebrate pests. • Used nest boxes to recruit Barn owls in 13 City parks, two community gardens, and a public high school to help control small rodent populations naturally.
C.9.b ►Train Municipal Employees
Enter the number of employees that applied or used pesticides (including herbicides) within the scope of their duties this reporting year. 181
Enter the number of these employees who received training on your IPM policy and IPM standard operating procedures within this reporting year. 141
Enter the percentage of municipal employees who apply pesticides who have received training in the IPM policy and IPM standard operating procedures within this reporting year. 78%
Type of Training:
ESD staff trained 141 municipal staff who apply or handle pesticides on the City’s IPM Policy via online seminar due to the COVID-19 pandemic and Santa Clara County public health orders. ESD staff provided Standard Operating Procedures (SOPs) and Best Management Practices (BMPs), which are available to staff on the City’s intranet site and through the public IPM website at https://www.sanjoseca.gov/your- government/environment/homes-green-tips-resources/gardening-composting/pesticide-alternatives. A dditionally, municipal staff were provided training documents, a how-to video, and the City’s IPM policy for review prior to the online training. During FY 2021-22, staff had various virtual training opportunities in addition to the Annual Worker Safety Training.
FY 2021-2022 Annual Report C.9 – Pesticides Toxicity Controls Permittee Name: City of San José
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C.9.c ►Require Contractors to Implement IPM
Did your municipality contract with any pesticide service provider in the reporting year, for either landscaping or structural pest control? X Yes No
If yes, did your municipality evaluate the contractor’s list of pesticides and amounts of active ingredients used? X Yes No,
If your municipality contracted with any pesticide service provider, briefly describe how contractor compliance with IPM Policy/Ordinance and SOPs was monitored.
City of San José staff continued to work with contractors who apply pesticides on City properties to maintain clear communication of expectations and reporting requirements. ESD staff review contractor’s pesticide inventory lists and encourage them to select appropriate alternative practices or products to ensure adherence to the City’s IPM policy. Due to the COVID-19 pandemic and Santa Clara County public health orders, City staff could not conduct in-person meetings with contracted external vendors regarding the City’s IPM policy, SOPs, and BMPs. Instead, City staff provided a virtual training through a video communications app. ESD staff continues to provide support on updating standard contract language so that it requires adherence to the City’s IPM policy and is actively part of the contract bidding process to ensure awareness of the IPM policy expectations by all City departments and current and potential contractors.
The City continues to use the online data reporting system launched in January 2018 to efficiently capture information about applications, target pests, and alternative treatment practices. Contractors can report treatment data through a mobile friendly form. The online system also streamlines the analysis process by auto-calculating ingredients of concern. Contractors continue to provide feedback on the online reporting system to further improve record keeping and data analysis of IPM methods.
If your agency did not evaluate the contractor’s list of pesticides and amounts of active ingredients used, provide an explanation.
FY 2021-2022 Annual Report C.9 – Pesticides Toxicity Controls Permittee Name: City of San José
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C.9.e.ii (1) ►Public Outreach: Point of Purchase
Provide a summary of public outreach at point of purchase, and any measurable awareness and behavior changes resulting from outreach (here or in a separate report); OR reference a report of a regional effort for public outreach in which your agency participates.
Summary:
See the C.9 Pesticides Toxicity Control section of Program’s FY 21-22 Annual Report for information on point of purchase public outreach conducted countywide and regionally.
C.9.e.ii (2) ►Public Outreach: Pest Control Contracting Outreach Provide a summary of outreach to residents who use or contract for structural pest control and landscape professionals); AND/OR reference a report of a regional effort for outreach to residents who hire pest control and landscape professionals in which your agency participates.
Summary:
See Section 7 and Section 9 of the Program’s FY 21-22 Annual Report for a summary of outreach to residents and businesses that use or hire structural pest control and landscape professionals. In addition, see the FY 21-22 Watershed Watch Campaign Final Report included within Section 7 of the Program’s FY 21-22 Annual Report.
C.9.d ►Interface with County Agricultural Commissioners Did your municipality communicate with the County Agricultural Commissioner to: (a) get input and assistance on urban pest management practices and use of pesticides or (b) inform them of water quality issues related to pesticides,
Yes
X
No
If yes, summarize the communication. If no, explain.
“See Section 9 of the SCVURPPP FY 21-22 Annual Report for a summary of communication with the Santa Clara County Agricultural Commissioner.”
Did your municipality report any observed or citizen-reported violations of pesticide regulations (e.g., illegal handling and applications of pesticides) associated with stormwater management, particularly the California Department of Pesticide Regulation (DPR) surface water protection regulations for outdoor, nonagricultural use of pyrethroid pesticides by any person performing pest control for hire.
Yes
X
No
If yes, provide a summary of improper pesticide usage reported to the County Agricultural Commissioner and follow-up actions taken to correct any violations. A separate report can be attached as your summary.
FY 2021-2022 Annual Report C.9 – Pesticides Toxicity Controls Permittee Name: City of San José
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C.9.e.ii.(3) ►Public Outreach: Pest Control Operators
Provide a summary of public outreach to pest control operators and landscapers and reduced pesticide use (here or in a separate report); AND/OR reference a report of a regional effort for outreach to pest control operators and landscapers in which your agency participates.
Summary: See the C.9 Pesticides Toxicity Control section of Program’s FY 21-22 Annual Report for a summary of our participation in and contributions towards countywide and regional public outreach to pest control operators and landscapers to reduce pesticide use.
See the C.9 Pesticides Toxicity Control section of Program’s FY 21-22 Annual Report for a summary of our participation in and contributions towards countywide and regional public outreach to pest control operators and landscapers to reduce pesticide use.
C.9.f ►Track and Participate in Relevant Regulatory Processes Summarize participation efforts, information submitted, and how regulatory actions were affected; AND/OR reference a regional report that summarizes regional participation efforts, information submitted, and how regulatory actions were affected.
Summary:
During FY 21-22, the City participated in regulatory processes related to pesticides through contributions to the countywide Program and CASQA.
For additional information, see the Regional Report prepared by CASQA.
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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Section 10 - Provision C.10 Trash Load Reduction
C.10.a.i ► Trash Load Reduction Summary
For population-based Permittees, provide the overall trash reduction percentage achieved to date within the jurisdictional area of your municipality that generates problematic trash levels (i.e., Very High, High, or Moderate trash generation). Base the reduction percentage on the information presented in C.10.b i-iv and C.10.e.i-ii. Provide a discussion of the calculation used to produce the reduction percentage Trash Load Reductions
Percent Trash Reduction in All Trash Management Areas (TMAs) due to Trash Full Capture Systems (as reported C.10.b.i) 51.7% Percent Trash Reduction in all TMAs due to Control Measures Other than Trash Full Capture Systems (as reported in C.10.b.ii) 58 16.7% Percent Trash Reduction due to Jurisdictional-wide Source Control Actions (as reported in C.10.b.iv) 10% SubTotal for Above Actions 78.4%
Trash Offsets (Optional)
Offset Associated with Additional Creek and Shoreline Cleanups (as reported in C.10.e.i) 10% Offset Associated with Direct Trash Discharges (as reported in C.10.e.ii) 15% Total (Jurisdiction-wide) % Trash Load Reduction through FY 2021-22 103.4% Discussion of Trash Load Reduction Calculation:
As of July 1, 2022, the City has attained greater than a 100% trash load reduction based on the load reduction calculation methodology included in the MRP. The City continues to implement a robust set of structural trash control measures (e.g., large trash capture systems), a comprehensive Direct Discharge Program, additional creek and shoreline cleanups, citywide source control actions, and other trash control measures to address trash generation within the City’s jurisdictional areas. The most recent versions of the City’s Baseline Trash Generation Map and Trash Full Capture System map can be downloaded at https://scvurppp.org/trash-maps/.
58 See Appendix 10-1 for changes betw een 2009 and FY 21-22 in trash generation by TMA as a result of Full Capture Syst ems and Other Measures.
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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C.10.a.iii ► Mandatory Trash Full Capture Systems
Provide the following:
1. Total number and types of full capture systems (publicly and privately-owned) installed during FY 21-22, and prior to FY 21-22, including inlet-based and large flow-through or end-of-pipe systems, and qualifying low impact development (LID) required by permit provision C.3.
2. Total land area (acres) treated by full capture systems for population-based Permittees and total number of systems for non-population based Permittees compared to the total required by the permit.
Type of System # of Systems Areas Treated59
(Acres)
Installed in FY 21-22
None - -
Installed Prior to FY 21-22
Connector Pipe Screens (Public) 10760 13261
Hydrodynamic Separators (Public) 27 12,83762
Multi-benefit (Bioretention) Treatment Systems (Public)63 11 88 Multi-benefit (Bioretention) Treatment Systems (Private) 77 378 Total for all Systems Installed To-date 222 13,435
Treatment Acreage Required by Permit (Population-based Permittees) 895
59 The City’s 2009 baseline trash generation map w as reevaluated in FY 21-22 to ensure that jurisdictional areas were assigned the appropriate trash generation category when the original baseline map was created. Ad ditionally, the areas treated by exist ing trash full capture systems were also evaluated and refined based on more accurate information on drainage patterns and the confi guration of the City’s MS4. Based on these analyses, some drainage boundaries for tras h full capture systems were refined. The refined drainage boundaries are reported in this t able and in Appendix 10-1. 60 In FY 21-22, the number of connector p ipe screen (CPS) devices decreased by one due to a missing CPS reported on Wool Creek Drive . 61 In FY 21-22, the reported acres treated by CPSs increased by one acre due to refinements of tre atment areas that were made as a result of the analyses described in the footnote above.
62 In FY 21-22, the reported acres treated by hydrodynamic separator (HDS ) systems increased by 28 acres due to refinements of treatment areas that were made as a result of the analyses described in the footnote above. 63 In accordance with Permit provision C.10.a.iii, stormwater treatment facilities (i.e., bioretention) implem ented in accordance with Provision C.3 are deemed a full capture system if the facility, including it s maintenance, prevents the discharge of trash to the downstream MS4 and receiving waters and discharge points from the facility, including overflows, are appropriately screen ed or otherwise configured to meet the full trash capture screening specif ication for storm flows up to the full trash capture one year, one hour storm hydraulic specification. Based on this definition, the City has applied a conservative assumption to det ermine which multi -benefit bioretention facilities should be counted as tr ash full capture systems. Currently, the City only deems bioretention facilities that are constructed after July 1, 2010 and at a size of at least 3% of the drainage management area (DMA) with a 6-inch ponding depth to meet the trash full capture definitio n. A technical memorandum describing the analysis conducted by the Santa Clara Valley Urban Runoff Program (SCVURPPP) that supports these criteria is included in the SCVRUPPP FY 21 -22 Annual Report (see Section 10 of the SCVURPPP report).
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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Total # of Systems Required by Permit (Non-population-based Permittees) N/A C.10.b.i ► Trash Reduction - Full Capture Systems
Provide the following:
1) Jurisdiction-wide trash reduction in FY 21-22 attributable to trash full capture systems implemented in each TMA; 2) The total number of full capture systems installed to-date in your jurisdiction; 3) The percentage of systems in FY 21-22 that exhibited significant plugged/blinded screens or were >50% full when inspected or maintained; 4) A narrative summary of any maintenance issues and the corrective actions taken to avoid future full capture system performance issues; and 5) A certification that each full capture system is operated and maintained to meet the full capture system requirements in the permit.
TMA Jurisdiction-wide
Reduction (%)
Total # of Full
Capture
Systems
% of Systems Exhibiting
Plugged/Blinded Screens
or >50% full in FY 21-22
Summary of Maintenance Issues and Corrective Actions
1 47.6%
27 HDS
107 CPS
88 Multi-
benefit,
Bioretention,
Systems
22% for HDS
64 29% for CPS
64 N/A for Multi-benefit
(Bioretention) Systems
1. HDS (Hydrodynamic) Maintenance under C.10:
The City operates and maintains 27 Hydrodynamic Separator (HDS) systems (a total of 32 devices). Twenty-six are Continuous Deflective Separation (CDS) devices manufactured by
Contech Engineered Solutions and six are Debris Separating Baffle Box (DSBB) devices manufactured by Bio Clean
Environmental Services, Inc. City staff maintained the 32 devices in accordance with manufacturer guidelines. Aside from a few minor deviations discussed below, the devices were also maintained in accordance with the City's revised Full Trash Capture Device-Specific Maintenance Plan (Plan). The Plan is evaluated annually based on data analysis and updated as necessary.
In July 2021 a Full Trash Capture Device Maintenance Training for engineering and maintenance staff was conducted. The training covered Permit requirements, inspection and cleaning procedures, and lessons learned from past activities. City staff will continue to conduct this training annually and on an as- 2 2.1%
3 0.3%
4 0.5%
5 0.5%
6 0.1%
7 0.1%
8 0.2%
9 0.1%
10 0.1%
11 0.1%
12 0.0%
13 0.0%
64 See text under “Summary of Maintenance Issues and Correcti ve Actions” for explanati on.
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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Total 51.7%65 need basis.
CDS (Continuous Deflective Separator) Maintenance:
A capital project broke ground in September 2021 to install infrastructure upstream of the Sonora Avenue three-device system which will allow staff to block off the heavy inflow of water typically experienced at this location to facilitate cleaning. Staff cleaned the three Sonora Avenue devices in December after construction was completed. The remaining 23 CDS devices were cleaned during the summer and inspected in early October prior to the beginning of the wet season. After the first major rain event of the season (greater than 0.25 inches), City staff began performing routine inspections per the frequencies and rainfall triggers assigned to each device in the Plan and cleaned them as needed.
Inspection frequencies were based on analysis of past
maintenance histories, performance of each device
compared with the annual precipitation profile and cumulative rainfall totals. Devices were identified for cleaning when the sump was observed to be 90% or more full to better ensure cleaning took place before the 100% full trigger was reached.
Of the 26 devices, 16 devices were assigned monthly
inspections, six devices were assigned quarterly inspections, and four devices were assigned biannual inspections.
Additional inspection criteria were based on cumulative rainfall triggers and sump fullness were assigned for nine devices.
In FY 21-22, City staff performed a total of 145 inspections and 56 cleanings of the 26 devices. Of those cleanings, 37
cleanings were of the devices requiring monthly inspections, 12
65 Due to rounding, total percentages presented in this table may be slightly different than the sum of the p ercentages in the corresponding row (e.g., differ by 0.1%).
The total % reduction from full capture does not include 2.0 % reduction associated with full capture systems treating 657 acres of non-jurisdictional public K-12 school, college and university areas that are genera ting moderate, high, or very high levels of trash.
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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cleanings were of those with a quarterly inspection frequency, and seven cleanings were of the four devices receiving
biannual inspections. The depth of solids within the sump area of the devices continued to be the trigger for all cleanings. The South Sunset Avenue (#107) and 33rd Street/Melody Lane
(#122) devices continued to receive special maintenance between cleanings to remove floatable debris prior to any rain forecast of 0.25 inches or greater. In some cases, maintenance activities differed from the maintenance Plan due to a
combination of factors, such as rain forecasts and staff availability. These differences did not affect the functionality of the devices and no issues were caused. All devices were cleaned in accordance with manufacturer guidelines to
ensure proper device operation and to comply with full trash capture requirements.
DSBB (Debris Separating Baffle Box) Maintenance:
All six DSBB devices were cleaned prior to the beginning of the wet season. After performing monthly inspections to gather performance data during their first year in service, staff updated the Plan with inspection frequencies and
maintenance guidelines for the DSBB devices based on analysis of the data collected compared with the annual precipitation profile and cumulative rainfall totals. Of the six devices, one device was assigned monthly, one was assigned bi-annual, and four were assigned quarterly inspections. In addition, all devices were identified to be inspected after rain events of at least 0.25 inches.
All devices were cleaned during the summer and inspected prior to the mid-October beginning of the wet season. City staff performed routine inspections beginning after the first major rain event greater than 0.25 inches of the season per the frequencies and rainfall triggers assigned to each device in the Plan and cleaned them as needed. Inspections were
conducted by engineering staff with assistance from the FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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maintenance crew since inspections required confined space entries. During these inspections, staff assessed filtration screen fullness and debris depth in sediment chambers, confirmed the cage rails and screen doors were functioning properly, and took pictures and videos using a GoPro camera in the wet environment. City staff completed a total of seven full devices cleanings and 24 screen cleanings of only the screens to clear blinded screens.
Summary of Maintenance Issues and Corrective Actions:
CDS Devices:
Staff observed a strong sewage odor at the Sunset Device during the preseason cleaning in August 2021. The issue was immediately investigated, and the cause was determined to be a break in an upstream sanitary line which discharged sewage into the storm line upstream of this device. Staff notified the appropriate agencies about the sanitary sewage spill into the waterway and cleaned the device. After the cleanup, staff collected and analyzed water samples and confirmed the spill had no adverse impact to the waterway (Lower Silver Creek). Device functionality was not impacted.
A screen in one Sonora device (#125) was discovered
damaged during the cleaning following the completion of the Sonora retrofit project. The screen was repaired and placed back in March. Two other screen issues were discovered at the Balfour Drive (#115) and at the Edwards Avenue (#121)
devices. At the Balfour device, one of the screen panels was dented. At the Edwards device, the removable access screen panel was missing. The missing panel was found and reinserted.
Staff is developing a scope of work to hire a contractor to fix the damaged Balfour screen before the start of the next wet season in October 2022. The damaged screens did not appear to impede device functionality.
Cleaning the Fullerton Court device (#116) was easier than the previous year because the creek was dry during the pre-season FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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cleaning though subsequent cleanings took two days due to high water levels in the creek.
A reddish stain was observed on the outer ring of the William Street Park device (#104) which was confirmed to be diluted rust from the manhole cover.
Possible illegal dumping was observed again this fiscal year at the Selma Olinder Park (#103) device. Lock-down manhole covers will be installed at this location before the next wet season begins.
A combination of factors, such as rainfall forecasts, staff availability, vacancies, and holidays, resulted in inspections and maintenance activities differing slightly from the Plan. Rain events in late October, triggered inspections for 24 devices. All devices were inspected as quickly as possible except for the Fullerton Court device (#116) because staff had erroneously inspected the Remillard Court device (#109) instead. As soon as the error was discovered the Fullerton Court device (#116) was inspected. The sump fullness was only 9% which indicates the device had been functioning properly and had not
discharged any material.
In late December/early January, cumulative rainfall totals and the regular monthly inspection schedule triggered inspections for sixteen devices. All devices triggered except Phelps (#108), Oswego Drive (#110 and #111) and Lone Bluff Avenue (#113) were inspected within two weeks of the trigger date. These four were inspected a little later than desired on January 19, 2022 due to staff vacancies though the devices were found to be functioning properly and no material had been discharged.
All 26 devices were due to be inspected at the beginning of April. Four devices including Remillard Court (#109), Oswego Drive (#110 and #111), and Blossom Hill Road (#117) were inspected shortly after the April 15 due date due to staff FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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shortages related to COVID-19.
DSBB Devices:
The DSBB devices continued to demand more staff time to inspect and clean due to traffic control and confined space entry requirements, both of which add time. Each device has four hatches which pose safety concerns when open, so work is slower while the hatches are open. Devices in high traffic areas with hatches bolted down posed another challenge. To open the hatches prior to DSBB maintenance, bolts had to be
cleaned with a leaf blower and broom then removed with a hand drill. Bolts were difficult to re-insert after maintenance due to misaligned hatches, debris blockage, or stripped threads.
Staff found the removable screen doors did not always easily slide open because of dirt and debris caught between the wheels and the rail. In some instances, staff had to spray high- pressure water to loosen the debris to slide the doors open.
Only two devices reached manufacturer cleaning triggers. The Fruitdale Avenue device (#127) reached the cleaning trigger of a screen more than 50% full of debris and the George Street device (#126) reached the cleaning trigger of a sediment chamber being more than 50% full of debris. However, all screens were observed to be blinded with leafy debris after every significant rainfall.
This year again at the Guadalupe Parkway (#129) device, the water level was observed at each wet season inspection and the May and June dry season inspections to be higher at the inlet upstream of the diversion screen than at the outfall invert.
Steel brooms were used to scrape the screens and water was immediately observed to flow through the screen. Screen blinding was also observed at the remaining five devices during wet season inspections only. The Plan has been updated to include monthly power washing of the Guadalupe device screens throughout the year and during the wet season only for FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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the rest of the devices.
Floatable debris is designed to stay within the filtration screens, but after every rain event greater than 0.25 inches floatable items were found in sediment chambers two and three at all six devices. These items were removed using a pool skimmer.
In April 2022, City staff met with Bio Clean to discuss recurring concerns observed in the devices at George Street,
Guadalupe Parkway, and Blossom Hill Road. The observations discussed included screen jamming, screen blinding, floatable debris outside the filtration screens, and stagnant water levels inside filtration screens. Bio Clean committed to following up regarding potential solutions to the issues.
2. CPS (Connector Pipe Screen) Maintenance:
The City maintained 107 installed connector pipe screen (CPS) devices in FY 21-22. City staff continued to follow the CPS device maintenance flowchart based on Permit requirements in the Plan which served as a standard operating procedure to establish inspection and cleaning protocols to ensure Permit requirements were met. Prior to the beginning of the wet season in October 2021, devices at108 locations were
inspected and cleaned. At a subsequent October inspection, the device at Wool Creek Street (#9187) was found to be missing leaving 107 devices to be maintained for the rest of the year. Fewer CPS devices were triggered for cleaning this fiscal year. In addition, the number of times a device was triggered was fewer. This may be attributed to the smaller amount of rainfall.
Of the 107 devices inspected a fter the pre-season cleaning, 73 devices never exhibited conditions that required cleaning, 33 devices exhibited conditions that required one cleaning, and one device at Las Plumas Street (#176) required two cleanings.
Trends and cleaning frequencies from previous years, recent device conditions, proximity to other large trash capture FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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device inspections, cumulative precipitation, amount of leaf drop, and trash generation in the area were considered to prioritize device inspections. Inlet debris reaching 50% or more of the CPS screen height remained the most common trigger for cleanings. The two inlets where ARS devices were coupled with CPS devices were not triggered for cleaning.
Summary of Maintenance Issues and Corrective Actions:
City staff experienced issues similar to those faced in previous years. Vehicles were parked on the grates at five locations during inspections and at ten locations during cleanings.
Devices blocked by parked vehicles were monitored and
inspected and cleaned when possible. To address persistently parked vehicles, staff posted “No Parking” signs mounted on barricades next to the devices. The devices were maintained after residents complied and moved their vehicles. Plans to evaluate relocation of several devices continued to be
deferred due to COVID-19 pandemic-related limitations.
Certification Statement: The City of San José certifies that a full capture system maintenance and operation program is currently being implemented to maintain all applicable systems in manner that meets the full capture system requirements included in the Permit.
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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C.10.b.ii ► Trash Reduction – Other Trash Management Actions (PART A) Provide a summary of trash control actions other than full capture systems or jurisdictional source controls that were implemented within each TMA, including the types of actions, levels, and areal extent of implementation, and whether actions are new, including initiation date.
TMA Summary of Trash Control Actions Other than Full Capture Systems 1 • TMA 1 includes all areas treated by Large Full Trash Capture systems (Hydrodynamic Separators). 2 • Adopt-A-Park: The Adopt-A-Park Program recruits and trains environmentally conscious residents and corporate entities to help enhance the overall safety and quality of City parks. The program also focuses its efforts in providing equitable engagements with Community Day events throughout the City of San José. Through the Adopt-A-Park Program, participants assist in the general care and maintenance of neighborhood and regional parks, and open spaces in San José. Tasks include removing litter and invasive plants, sweeping, raking, trimming, cleaning and removing dangerous debris.
• Anti-Litter Program: The Anti-Litter Program (ALP) currently monitors litter “hot spots” throughout the City, which require regular and extensive cleanup efforts to combat trash and illegal dumping. In addition, the ALP partners with Valley Water in other one-time service projects such as Coastal Cleanup Day, with both agencies providing supplies, tools and trash disposal for their volunteers. In FY 21-22, the GALPU was cancelled due to the ongoing COVID-19 pandemic. ALP volunteers and one-day service groups contributed nearly 16,000 hours and collected 15,475 bags of trash in FY 21-22. • Public Litter Cans: Locations of additional public litter cans (PLCs) were determined through comparison of trash generation rates and land use, as well as pedestrian and vehicle traffic. The majority of these cans were installed in high and moderate trash generation areas. In FY 18-19, the City’s Environmental Services Department and Office of Cultural Affairs’ Public Art Program collaborated under a project, called “Litter-ature,” where PLCs display poetry written by San José middle and high school students, to increase litter awareness throughout the City and beautify it further. A total of 500 Litter-ature PLCs have been installed. In FY 18-19, 50 PLCs were installed, in FY 19-20, 288 PLCs were installed, in FY 20- 21, 212 PLCs were installed and in FY 21-22, 8 PLCs were installed. During FY 21-22, seven PLCs were damaged and temporarily removed while replacements arrived. An additional five PLCs were found to be outside of the City’s jurisdiction and were also removed. The City currently has a total of 1,324 PLCs in service. • Solid Waste Inspection Program: In 2012, the City initiated a solid waste inspection program. The solid waste inspection program is proactive, as well as complaint-based. Inspectors continue to monitor areas where garbage service has been paused or canceled to ensure refuse is not accumulating. They alert businesses to issues with the management of debris bins and waste storage areas and provide information on the City’s garbage and recycling programs and Municipal Codes. Inspectors also enforce and report unauthorized haulers, proper collection set out, and other concerns observed while in the field.
• Business Intelligence Data Tracking System: The City’s Parks, Recreation and Neighborhood Services Department uses Infor, a maintenance management software, to collect data related to the maintenance activities across all park districts.
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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TMA Summary of Trash Control Actions Other than Full Capture Systems One of the maintenance activities being tracked is ‘Garbage/ Litter Maintenance’. Data on the amount of materials and labor involved with this activity is analyzed to inform better management of trash reduction. • Homeless Response Team: In FY 15-16, the City received ongoing funding for a Homeless Response Team (HRT), led by the Housing Department. The team includes outreach workers who offer social services and housing to homeless individuals, and maintenance staff that dismantle encampments and remove trash and debris from creeks and other areas throughout the City. In FY 20-21, encampment trash removal efforts shifted from the Housing Department to PRNS’s, BeautifySJ program. See Appendix 10-4 (Direct Discharge Trash Control Program Progress Report) for more information.
• Park Ranger Patrols: In FY 18-19, the Park Rangers began conducting joint patrols along San José’s waterways with San José Police Department’s Secondary Employment Unit (SJPD). Due to short staffing, and County of Santa Clara public health orders associated with the COVID-19 pandemic, Rangers did not conduct any joint patrols with SJPD in FY 20-21 to address unlawful encampments. Ranger staffing levels have not allowed for any joint patrols or enforcement activity in FY 21-22. See Appendix 10-4 (Direct Discharge Trash Control Program Progress Report) for more information. • Downtown San José Property-Based Improvement District: In 2007, the City supported the successful establishment of the Downtown San José Property Based Improvement District (PBID). Among its enhanced services, the PBID Groundwerx cleaning program provides sidewalk sweeping, power washing, litter and debris pickup, and maintenance of public litter cans daily within the PBID boundaries. Since implementation, the cleaning program has increased their services from weekly to daily as demand increased. To align with County of Santa Clara public health orders due to the COVID-19 pandemic, support for the City’s Al Fresco expanded to include the daily deployment of four mobile hand sanitizer dispensers and daily monitoring of public litter can usage in the areas with high concentrations of restaurants operating outside. The Al Fresco program waives City permits and fees to allow restaurants and other businesses that comply with public health orders to operate outside seating and service for customers. • Removing and Preventing Illegal Dumping Team: In FY 16-17, the City’s Adopted Operating Budget included funding for a new team to respond to illegal dumping concerns, the Removing and Preventing Illegal Dumping (RAPID) Team. RAPID responds to reported illegal dumping incidents. RAPID also conducts proactive sweeps in various neighborhoods citywide, where illegal dumping occurs frequently and picks up any non-reported illegal dumping. In FY 19-20, RAPID removed approximately 40 tons of illegally dumped material per week. In July 2019, RAPID began using a dumpster scale to get the exact weights of the collected illegally dumped material. In FY 20-21, they removed approximately 2,924 tons of material averaging 56 tons per week. In FY 21-22, RAPID removed approximately 2,275 tons of material averaging 44 tons per week. • Free Junk Pickup: In FY 15-16, the City initiated a Free Junk Pickup service program. San José residents from single family homes and multi-family homes can schedule free appointments to have large items (such as mattresses, sofas, refrigerators, and tires) picked up by their recycling collection company. Resident participation continues to increase following the July 2017 program changes, when the program was made unlimited for residents. In FY 20-21, approximately 10,720.8 tons of large items were collected compared to 9,620.5 tons in FY 19-20 (approximately an
11.4% increase from FY 19-20 to FY 20-21). For FY 21-22 (), 9,631.8 tons of large item materials have been collected.
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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TMA Summary of Trash Control Actions Other than Full Capture Systems • #BeautifySJ: In 2017, Mayor Liccardo launched #BeautifySJ Initiative to address blight in San José and to rally residents to reclaim their public spaces and empower the community to aesthetically demonstrate pride in their city. The initiative has engaged thousands of volunteers, removed thousands of tons of trash from the City’s streets, cleaned up creeks and supported neighborhood groups’ efforts to beautify their communities. In an effort to support resident involvement, the City launched the My San Jose App to improve citizen reporting of graffiti, illegal dumping, potholes, streetlight outages, and abandoned vehicles. My San Jose App was rebranded in March 2020 to San José 311 as part of a larger citywide 311 project to decrease the number of non-emergency calls to 911 and boost public awareness. See Appendix 10-4 (Direct Discharge Trash Control Program Progress Report) for more information. • Street Sweeping: The City’s Department of Transportation (DOT) manages street sweeping of main arterial, residential and commercial streets to support the City’s goal of maintaining clean streets and preventing trash and sediment from entering waterways. Residential streets are swept once a month and other areas are swept more frequently. In FY 19-20 DOT began to coordinate with the Department of Public Works (DPW) on street sweeping alterations to accommodate the new protected bike lanes. In FY 20-21, this coordination continued. In FY 21-22 there were no changes made to street sweeping data.
3 • Adopt-A-Park Program (See write up in TMA 2)
• Anti-Litter Program (See write up in TMA 2)
• Public Litter Cans (See write up in TMA 2)
• Solid Waste Inspection Program (See write up in TMA 2) • Business Intelligence Data Tracking System (See write up in TMA 2) • Homeless Response Team (See write up in TMA 2)
• Park Rangers (See write up in TMA 2)
• Removing and Preventing Illegal Dumping Team (See write up in TMA 2) • Free Junk Pickup (See write up in TMA 2)
• #BeautifySJ (See write up in TMA 2)
• Street Sweeping (See write up in TMA 2)
4 • Adopt-A-Park Program (See write up in TMA 2)
• Anti-Litter Program (See write up in TMA 2)
• Public Litter Cans (See write up in TMA 2)
• Solid Waste Inspection Program (See write up in TMA 2) • Business Intelligence Data Tracking System (See write up in TMA 2) • Homeless Response Team (See write up in TMA 2)
• Park Rangers (See write up in TMA 2)
• Removing and Preventing Illegal Dumping Team (See write up in TMA 2) • Free Junk Pickup (See write up in TMA 2)
• #BeautifySJ (See write up in TMA 2)
• Street Sweeping (See write up in TMA 2)
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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TMA Summary of Trash Control Actions Other than Full Capture Systems 5 • Adopt-A-Park Program (See write up in TMA 2)
• Anti-Litter Program (See write up in TMA 2)
• Public Litter Cans (See write up in TMA 2)
• Solid Waste Inspection Program (See write up in TMA 2) • Business Intelligence Data Tracking System (See write up in TMA 2) • Homeless Response Team (See write up in TMA 2)
• Park Rangers (See write up in TMA 2)
• Removing and Preventing Illegal Dumping Team (See write up in TMA 2) • Free Junk Pickup (See write up in TMA 2)
• #BeautifySJ (See write up in TMA 2)
• Street Sweeping (See write up in TMA 2)
• Clean Streets Pilot: In FY 15-16, the City piloted a targeted education and outreach campaign with the Story Road Business Association, called the “Clean Streets Pilot,” to prevent and clean up trash and litter in the business district. The City contracted with Downtown Streets Team to clean two designated areas along Story Road to help meet the project goal of no litter remaining for more than 24 hours. Sixty-nine businesses displayed campaign posters and tent cards with the campaign messaging, “Score! A Clean Neighborhood. Put Litter in the Trash Can.” Spanish and English campaign posters were also placed in 26 bus stop shelter panels from April through June 2016. DST removed trash daily in two designated areas along Story Road to help meet the project goal of no litter remaining for more than 24 hours. DST collected 223 cubic yards of litter from January to June 2016. In addition, 34 public litter cans were installed along a 2.9 mile stretch of Story Road. This pilot has ended.
6 • Adopt-A-Park Program (See write up in TMA 2)
• Anti-Litter Program (See write up in TMA 2)
• Public Litter Cans (See write up in TMA 2)
• Solid Waste Inspection Program (See write up in TMA 2) • Business Intelligence Data Tracking System (See write up in TMA 2) • Homeless Response Team (See write up in TMA 2)
• Park Rangers (See write up in TMA 2)
• Removing and Preventing Illegal Dumping Team (See write up in TMA 2) • Free Junk Pickup (See write up in TMA 2)
• #BeautifySJ (See write up in TMA 2)
• Street Sweeping (See write up in TMA 2)
7 • Adopt-A-Park Program (See write up in TMA 2)
• Anti-Litter Program (See write up in TMA 2)
• Public Litter Cans (See write up in TMA 2)
• Solid Waste Inspection Program (See write up in TMA 2) • Downtown San José Property-Based Improvement District (See write up in TMA 2) • Business Intelligence Data Tracking System (See write up in TMA 2) • Homeless Response Team (See write up in TMA 2)
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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TMA Summary of Trash Control Actions Other than Full Capture Systems • Park Rangers (See write up in TMA 2)
• Removing and Preventing Illegal Dumping Team (See write up in TMA 2) • Free Junk Pickup (See write up in TMA 2)
• #BeautifySJ (See write up in TMA 2)
• Street Sweeping (See write up in TMA 2)
8 • Adopt-A-Park Program (See write up in TMA 2)
• Anti-Litter Program (See write up in TMA 2)
• Public Litter Cans (See write up in TMA 2)
• Solid Waste Inspection Program (See write up in TMA 2) • Business Intelligence Data Tracking System (See write up in TMA 2) • Homeless Response Team (See write up in TMA 2)
• Park Rangers (See write up in TMA 2)
• Removing and Preventing Illegal Dumping Team (See write up in TMA 2) • Free Junk Pickup (See write up in TMA 2)
• #BeautifySJ (See write up in TMA 2)
• Street Sweeping (See write up in TMA 2)
9 • Adopt-A-Park Program (See write up in TMA 2)
• Anti-Litter Program (See write up in TMA 2)
• Public Litter Cans (See write up in TMA 2)
• Solid Waste Inspection Program (See write up in TMA 2) • Business Intelligence Data Tracking System (See write up in TMA 2) • Homeless Response Team (See write up in TMA 2)
• Park Rangers (See write up in TMA 2)
• Removing and Preventing Illegal Dumping Team (See write up in TMA 2) • Free Junk Pickup (See write up in TMA 2)
• #BeautifySJ (See write up in TMA 2)
• Street Sweeping (See write up in TMA 2)
10 • Adopt-A-Park Program (See write up in TMA 2)
• Anti-Litter Program (See write up in TMA 2)
• Public Litter Cans (See write up in TMA 2)
• Solid Waste Inspection Program (See write up in TMA 2) • Business Intelligence Data Tracking System (See write up in TMA 2) • Homeless Response Team (See write up in TMA 2)
• Park Rangers (See write up in TMA 2)
• Removing and Preventing Illegal Dumping Team (See write up in TMA 2) • Free Junk Pickup (See write up in TMA 2)
• #BeautifySJ (See write up in TMA 2)
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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TMA Summary of Trash Control Actions Other than Full Capture Systems • Street Sweeping (See write up in TMA 2)
11 • Adopt-A-Park Program (See write up in TMA 2)
• Anti-Litter Program (See write up in TMA 2)
• Public Litter Cans (See write up in TMA 2)
• Solid Waste Inspection Program (See write up in TMA 2) • Business Intelligence Data Tracking System (See write up in TMA 2) • Homeless Response Team (See write up in TMA 2)
• Park Rangers (See write up in TMA 2)
• Removing and Preventing Illegal Dumping Team (See write up in TMA 2) • Free Junk Pickup (See write up in TMA 2)
• #BeautifySJ (See write up in TMA 2)
• Street Sweeping (See write up in TMA 2)
12 • Adopt-A-Park Program (See write up in TMA 2)
• Anti-Litter Program (See write up in TMA 2)
• Public Litter Cans (See write up in TMA 2)
• Solid Waste Inspection Program (See write up in TMA 2) • Business Intelligence Data Tracking System (See write up in TMA 2) • Homeless Response Team (See write up in TMA 2)
• Park Rangers (See write up in TMA 2)
• The City began conducting a pilot project utilizing Automatic Retractable Screens (ARS) in FY 13-14. The pilot includes approximately 100 inlets. The targeted neighborhood is adjacent to a large retail mall and has high and medium trash generation areas. Parking restrictions and enforcement were already in place for street sweeping throughout the proposed pilot area.
• In FY 18-19, SCVURPPP conducted a performance standard study to evaluate curb inlet screens as effective trash control measures. The study included 59 inlets, 12 of which were in San José. Preliminary results indicated that curb inlet screens, paired with street sweeping, are equivalent to full trash capture. • Removing and Preventing Illegal Dumping Team (See write up in TMA 2) • Free Junk Pickup (See write up in TMA 2)
• #BeautifySJ (See write up in TMA 2)
• Street Sweeping (See write up in TMA 2)
13 • Adopt-A-Park Program (See write up in TMA 2)
• Anti-Litter Program (See write up in TMA 2)
• Solid Waste Inspection Program (See write up in TMA 2) • Business Intelligence Data Tracking System (See write up in TMA 2) • Homeless Response Team (See write up in TMA 2)
• Park Rangers (See write up in TMA 2)
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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TMA Summary of Trash Control Actions Other than Full Capture Systems • Removing and Preventing Illegal Dumping Team (See write up in TMA 2) • Free Junk Pickup (See write up in TMA 2)
• #BeautifySJ (See write up in TMA 2)
• Street Sweeping (See write up in TMA 2)
FY 2020-2021 Annual Report Permittee Information
Permittee Name: City of San José
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C.10.b.ii ► Trash Reduction – Other Trash Management Actions (PART B) Provide the following:
1. A summary of the on-land visual assessments in each TMA (or control measure area), including the street miles or acres available for assessment (i.e., those associated with VH, H, or M trash generation areas not treated by full capture systems), the street miles or acres assessed, the % of available street miles or acres assessed, and the average number of assessments conducted per site within the TMA; and
2. Percent jurisdictional-wide trash reduction in FY 21-22 attributable to trash management actions other than full capture systems implemented in each TMA; OR
3. Indicate that no on-land visual assessments were performed.
If no on-land visual
assessments were performed,
check here and state why:
X
Explanation: No OVTAs were conducted in TMA #1 in FY 21-22 because full capture systems have been constructed or are planned for all remaining land areas in this TMA. As a result, no other types of enhanced control measures will be implemented and therefore no OVTAs will be necessary in this TMA.
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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TMA ID
or (as applicable)
Control Measure
Area
Total Street Miles66
Available for
Assessment
Summary of On-land Visual Assessments
Jurisdictional-wide
Reduction (%) Street Miles Assessed % of Available Street Miles Assessed
Avg. # of Assessments
Conducted at Each Site
1 16.2 0.0 0.0% 0.0 0.0%
2 17.3 3.1 17.9% 6.5 1.1%
3 15.2 1.8 12.2% 6.3 1.8%
4 25.0 3.7 14.9% 6.4 0.2%
5 42.2 5.6 13.3% 6.0 3.7%
6 9.9 1.6 15.9% 6.4 0.7%
7 23.3 3.2 13.9% 6.1 0.4%
8 19.3 2.4 12.4% 6.1 2.2%
9 23.2 2.8 12.1% 6.2 2.1%
10 11.1 1.4 12.7% 6.7 1.3%
11 16.7 2.3 14.0% 6.4 1.4%
12 10.9 1.7 15.1% 5.9 1.7%
13 5.0 0.8 15.7% 6.3 0.1%
Totals* 235.3 30.4 -- -- 16.7%
*Due to rounding, totals may not equal the sum of the rows above.
66 Street miles are defined as the street length and do not include street median curbs.
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
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C.10.b.iv ► Trash Reduction – Source Controls
Provide a description of each jurisdiction-wide trash source control action implemented to-date. For each control action, identify the trash reduction evaluation method(s) used to demonstrate on-going reductions, summarize the results of the evaluation(s), and estimate the associated reduction of trash within your jurisdictional area. Note: There is a maximum of 10% total credit for source controls.
Source
Control
Action
Summary Description &
Dominant Trash Sources and
Types Targeted
Evaluation/Enforcement Method(s)
Summary of Evaluation/Enforcement
Results To-date
%
Reduction
Single-Use
Carryout Bag
Ordinance
Control Measure Description:
The City’s Single-Use Carryout
Bag Ordinance (available at
https://www.sanjoseca.gov/ho
me/showdocument?id=1070)
took effect on January 1, 2012.
The ordinance applies to all
grocery and retail stores
located within or doing business
within the City limits. It prohibits
single-use plastic bags and
allows for the sale of recycled
content paper bags for a
minimum price.
Enforcement is conducted
through a complaint-based
program which entails
contacting and/or
conducting field inspections
of businesses upon receipt of
complaints through email or
phone.
In response to the COVID-19
pandemic, the City temporarily
suspended its Single- Use Carry
Out Bag Ordinance May 1,
2020. It was reinstated in August
The City has assessed the Single-Use
Carryout Bag Ordinance through a
variety of metrics. Creek and river
surveys have targeted measuring
visual improvements. Surveys at
retail locations have provided
insight into consumer behavior
change in response to the
ordinance. The City also conducts
random surveys of stores to
determine retailer compliance
rates.
In addition, the City participated in
a countywide study in FY 15-16 to
characterize trash in full capture
systems. The study conducted by
SCVURPPP was intended to assist
Santa Clara Valley Permittees in
determining the current levels of
litter-prone items (i.e., single-use
bags and EPS food ware) in
stormwater and evaluate whether
these levels have changed since
ordinances prohibiting the
distribution of these items were put
into effect.
For additional details on the study
design and methods, see the
According to the BASMAA “San
Francisco Bay Area Stormwater Trash
Generation Rates” report finalized on
June 20, 2014, single-use carry out
bags were estimated to contribute
about 8% of the total litter loading to
local receiving waters by municipal
stormwater.
Since Single-Use Carryout Bag
Ordinance implementation, positive
impacts have been documented in
creek, neighborhood, and storm
drain conditions:
• In creek and river litter surveys of
single-use plastic bags have shown
a 78% reduction from 9.2% of total
litter pre- ban to 2.0% of total litter
post-ban.
• No Visual surveys were conducted
in FY 21- 22 at retail locations as
none were planned.
• Pre- and post-ordinance
characterization of trash in full trash
capture systems in the City (via the
SCVURPPP Study) determined that
69% fewer single-use bags were
5.6%
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-21
Source
Control
Action
Summary Description &
Dominant Trash Sources and
Types Targeted
Evaluation/Enforcement Method(s)
Summary of Evaluation/Enforcement
Results To-date
%
Reduction
2020. No inspections were
conducted related to the Bag
Ordinance in FY 21-22.
Dominant Trash Sources and
Types:
Pedestrian Litter, Vehicles, &
Inadequate Container
Management; Single-Use
Carryout Bags
SCVURPPP FY 15-16 Annual Report:
https://scvurppp.org/wp-
content/uploads/2018/05/SCVURPP
P_2015- 16_MRP_AR.pdf – Section 10
Trash Controls.
observed in stormwater after the
ordinance went into effect. For
additional details on results of the
study, see the SCVURPPP FY 15-16
Annual Report:
https://scvurppp.org/wp-
content/uploads/2018/05/SCVURP
PP_2015-16_MRP_AR.pdf – Section
10 Trash Controls.
Based on the results of these studies
and the associated multiple lines of
evidence, the City estimates an
approximate 70% reduction in the
number of single-use bags in
stormwater, which equates to a 5.6%
(i.e., 70% x 8%) reduction of trash
discharged from the City’s
stormwater conveyance system.
Foam Food
Container
(EPS)
Ordinance
Control Measure Description:
In May 2010, the City adopted
an administrative policy
prohibiting food vendors from
distributing polystyrene foam
food and beverage ware at
large events on City-owned
property. This policy prohibited
the use of polystyrene foam
food ware at large (1,000+
people in attendance) events
including festivals, concerts, or
fairs held on City streets.
On April 24, 2012, City Council
approved an amendment to
The City monitors the prevalence of
foam cups and containers at creek
cleanups and will continue to
gather this data to try to ascertain
ordinance effectiveness.
On January 1, 2015, the second
phase of the ordinance was
implemented, and the City began
working with restaurants that were
reported to be out of compliance
with the ordinance through an
outreach and education-based
approach. Ordinance enforcement
is through a complaint-based
program which entails contacting
According to the BASMAA “San
Francisco Bay Area Stormwater Trash
Generation Rates” report finalized
June 20, 2014, EPS food service ware
was estimated to contribute about 6%
of the total litter loading to local
receiving waters by municipal
stormwater.
Since adoption of the Foam Food
Container Ordinance, positive
impacts have been documented in
neighborhoods and storm drain
conditions:
• In FY 21-22 staff responded to
seven complaints from the public
4.4%
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-22
Source
Control
Action
Summary Description &
Dominant Trash Sources and
Types Targeted
Evaluation/Enforcement Method(s)
Summary of Evaluation/Enforcement
Results To-date
%
Reduction
the City’s Environmental
Preferable Procurement (EPP)
Policy
(https://www.sanjoseca.gov/ho
me/showdocument?id=1268) to
provide guidelines for the
prohibition on the purchase of
expanded polystyrene (EPS)
foam food ware. The policy
incorporates prohibitions on
purchases of EPS foam food
ware into the City’s established
EPP policy. The EPP policy
language covers all City
facilities and the use of City
funds regarding the purchase of
food service ware containers
and take-out food packaged in
containers made from EPS such
as cups, plates, and bowls.
On September 10, 2013 the San
José City Council adopted a
Foam Food Container
Ordinance. The ordinance
(https://www.sanjoseca.gov/ho
me/showdocument?id=1214),
which prohibits the distribution
of foam food ware products,
took effect January 1, 2014 for
multi-state restaurants and
January 1, 2015 for all remaining
food vendors in San José.
Dominant Trash Sources and
Types: Pedestrian litter, vehicles,
and/or conducting field inspections
of businesses upon receipt of
complaints through email or phone.
On September 5, 2015, the City
Council adopted a schedule of
fines through Resolution No. 77163
which included a fine of up to $500
which could be levied on
restaurants for non-compliance.
Inspectors respond to complaints
and use education and
enforcement to help businesses
achieve compliance.
In addition to City-led evaluation
efforts, the City participated in a
countywide study in FY 15-16 to
characterize trash in full capture
systems. The study conducted by
SCVURPPP was intended to assist
Santa Clara Valley Permittees in
determining the current levels of
litter-prone items (i.e., single-use
bags and EPS food ware) in
stormwater and evaluate whether
these levels have changed since
ordinances prohibiting the
distribution of these items were put
into effect. For additional details on
the study design and methods, see
the SCVURPPP FY 15-16 Annual
Report: https://scvurppp.org/wp-
content/uploads/2018/05/SCVURPPP
_2015- 16_MRP_AR.pdf – Section 10
Trash Controls.
regarding EPS.
Pre- and post-ordinance
characterization of trash in small full
trash capture systems in the City (via
the SCVURPPP Study) determined that
73% less EPS food service ware was
observed in stormwater after the
ordinance went into effect. For
additional details on results of the
study, see the SCVURPPP FY 15-16
Annual Report:
https://scvurppp.org/wp-
content/uploads/2018/05/SCVURPPP_
20 15-16_MRP_AR.pdf – Section 10
Trash Controls.
Based on the results of these studies
and the associated multiple lines of
evidence, the City estimates an
approximate 73% reduction in the
amount of EPS food service ware in
stormwater, which equates to a 4.4%
(i.e., 73% x 6%) reduction of trash
discharged from the City’s stormwater
conveyance system.
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-23
Source
Control
Action
Summary Description &
Dominant Trash Sources and
Types Targeted
Evaluation/Enforcement Method(s)
Summary of Evaluation/Enforcement
Results To-date
%
Reduction
and inadequate container
management; foam food service
ware.
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-24
C.10.c ► Trash Hot Spot Cleanups
Provide the FY 21-22 cleanup date and volume of trash removed during each MRP-required Trash Hot Spot cleanup during each fiscal year listed.
Indicate whether the site was a new site in FY 21-22.
Trash Hot Spot
New Site in
FY 21-22
(Y/N)
FY 21-22
Cleanup
Date(s)
Volume of Trash Removed (cubic yards)
FY 2017-18 FY 2018-19 FY 2019-20 FY 2020-21 FY 2021-22
SJC01
Penitencia Creek at Piedmont Rd. N 6/2/2021 * * * 3.6 4.4 SJC01a
Coyote Creek u/s and d/s of E. Brokaw Rd.
N 9.8 3.0 4.9 × X
SJC02
Coyote Creek/Watson Park u/s 101
N 8/23/2021 8.8 8.7 7.1 13.2 9.3
SJC03
Coyote Creek/Watson Park d/s confluence N 13.9 7.2 20.2 4.2 X SJC03a
Upper Silver Creek at Silver Linear Creek Park
N 6/2/2021 * * 1.6 1.1 1.3
SJC04
Lower Silver Creek, at east end of Plata Arroyo
Park
N * * 4.1 5.3 X
SJC04a
Coyote Creek u/s of Ridder Park Dr. N 17.1 4.1 20.4 × X SJC05
Lower Silver Creek at Call de Plata
N * * 4.1 6.4 X
SJC05a
Coyote Creek d/s of Old Oakland Rd.
N 9.6 12.1 14.1 × X
SJC06
Thompson Creek at Quimby Creek confluence
N * * 6.1 1.4 X
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-25
Trash Hot Spot
New Site in
FY 21-22
(Y/N)
FY 21-22
Cleanup
Date(s)
Volume of Trash Removed (cubic yards)
FY 2017-18 FY 2018-19 FY 2019-20 FY 2020-21 FY 2021-22
SJC06a
Coyote Creek u/s of Old Oakland Rd. (Corie
Ct.)
N
11.3 21.8 × × X
SJC07
Coyote Creek d/s of Santa Clara St. N 6.1 × × × x
SJC07a
Guadalupe River d/s of Foxworthy Ave along
Old Almaden Rd
N 5/10/2022 * * * * 6.8
SJC08
Coyote Creek d/s of 300' Santa Clara St. N 2.8 × × × x SJC08a
Coyote Creek d/s of Needles Dr. N 11/23/2021 * 5.6 13.3 4.5 4.4 SJC09
Coyote Creek u/s William St. N 5/24/2021 * 7.2 * 8.0 28.2 SJC09
Coyote Creek u/s William St. N 4/5/2022 * 7.2 * 8.0 8.11 SJC09a
Coyote Creek u/s of SJC06a at Corie Ct. N 7.8 3.0 × × x SJC09b
Coyote Creek u/s of SJC09 at William St. Y 5/25/2021 * * * * 20.5 FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-26
Trash Hot Spot
New Site in
FY 21-22
(Y/N)
FY 21-22
Cleanup
Date(s)
Volume of Trash Removed (cubic yards)
FY 2017-18 FY 2018-19 FY 2019-20 FY 2020-21 FY 2021-22
SJC09b
Coyote Creek u/s of SJC09 at William St. Y 5/2/2022 * * * * 6.7 SJC09c
William St. Further u/s of SJC09 at William St. Y 12/6/2021 * * * * 3.3 SJC09d
William St. Further u/s of SJC09b (south of large
baseball field at Olinder Park)
Y 12/6/2021 * * * * 4.6
SJC09e
William St. Further u/s of SJC09d adjacent to
Olinder Dog Park
Y 12/9/2021 * * * *
SJC09f
William St. Further u/s of SJC09e adjacent to
Olinder Dog Park
Y 12/9/2021 * * * * 3.8
SJC10
Coyote Creek, u/s and d/s of Story Rd. bridge N 5/30/2022 5.0 5.4 24.1 18.5 11.7 SJC10a
Thompson Creek, at Keaton Loop u/s and d/s
pedestrian bridge
N * 7.2 2.5 8.0 *
SJC11
Coyote Creek at Kelley Park N * * * * x
SJC11a
Coyote Creek at Mabury, d/s of 101 N 18.2 10.3 8.3 * x FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-27
Trash Hot Spot
New Site in
FY 21-22
(Y/N)
FY 21-22
Cleanup
Date(s)
Volume of Trash Removed (cubic yards)
FY 2017-18 FY 2018-19 FY 2019-20 FY 2020-21 FY 2021-22
SJC12
Coyote Creek at Phelan/Roberts N 5/24/2022 9.5 12.4 19.3 6.1 12.5 SJC12a
Coyote Creek at the Vietnamese Heritage
Garden, d/s of Saraband Way
Y * * * 13.1 x
SJC12b
Coyote Creek at the Vietnamese Heritage
Garden, d/s of SJC12a
Y * * * 27.7 x
SJC13
Coyote Creek/Singleton N 12/7/2021 23.8 3.8 14.4 11.1 8.6 SJC13a
Coyote Creek d/s of Yerba Buena Rd. Y 12/2/2021 * * * * 5.3 SJC13b
Coyote Creek d/s of SJC13a at Yerba Buena
Rd.
Y 12/16/2021 * * * * 22.3
SJC13c
Coyote Creek d/s of SJC13b at Yerba Buena
Rd.
Y 12/20/2021 * * * * 12.6
SJC14a
Guadalupe River u/s of Skyport Dr. N 9/28/2021 * * * 8.3 6.3 SJC14b
Coyote Creek d/s of SJC10 at Story Rd. N 2.8 * * 12.9 x FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-28
Trash Hot Spot
New Site in
FY 21-22
(Y/N)
FY 21-22
Cleanup
Date(s)
Volume of Trash Removed (cubic yards)
FY 2017-18 FY 2018-19 FY 2019-20 FY 2020-21 FY 2021-22
SJC14c
Coyote Creek at 12th Street, u/s and d/s of the
Trestle
N * 1.3 × × x
SJC15
Guadalupe River d/s of W. Hedding St. N 3.9 * 11.9 × x SJC15a
Los Gatos Creek d/s of W. San Carlos N * 9.5 17.2 × x
SJC15b
Guadalupe River u/s of SJC14a at Skyport Dr. Y 9/29/2021 * * * * 5.5 SJC16
Guadalupe River u/s 880 N 2/26/2021 * * 11.0 9.9 5.5
SJC16
Guadalupe River u/s 880 N 6/7/2022 * * 11.0 9.9 9.5
SJC16a
Coyote Creek d/s of Berryessa Rd. (next to
detention basin)
N 7.5 23.2 × × x
SJC17
Guadalupe River north of Coleman Ave. at
flood channel pedestrian bridge
N * * * × x
SJC17a
Coyote Creek at Wool Creek, behind
Shirakawa Elementary School
N 37.4 * * × x
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-29
Trash Hot Spot
New Site in
FY 21-22
(Y/N)
FY 21-22
Cleanup
Date(s)
Volume of Trash Removed (cubic yards)
FY 2017-18 FY 2018-19 FY 2019-20 FY 2020-21 FY 2021-22
SJC18
Guadalupe River 300' u/s W. Taylor N 5.4 5.4 10.5 × x
SJC19
Guadalupe River downstream of W. Taylor St. N * * * × x SJC19a
Coyote Creek u/s and d/s of Tully Rd. N 23.9 10.4 × × X SJC20
Guadalupe River N. of W. Taylor St. at flood
channel pedestrian bridge u/s and d/s
N * * × × X
SJC20a
Coyote Creek u/s and d/s of Umbarger Rd. N 13.9 28.6 * × X SJC21
Guadalupe River downstream of W. Hedding
St.
N * * * × X
SJC21a
Coyote Creek u/s of Capitol Expwy. N 18.8 8.7 31.3 8.6 x SJC22
Guadalupe River d/s Coleman Ave. N 11/16/2021 * * 13.6 2.5 5.8 SJC22a
Coyote Creek d/s of Capitol Expwy. N 6/14/2021 1.5 3.8 4.7 4.7 2.9 FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-30
Trash Hot Spot
New Site in
FY 21-22
(Y/N)
FY 21-22
Cleanup
Date(s)
Volume of Trash Removed (cubic yards)
FY 2017-18 FY 2018-19 FY 2019-20 FY 2020-21 FY 2021-22
SJC22b
Guadalupe River u/s of Coleman Ave. Y 6/14/2022 * * * * 3.6 SJC23
Los Gatos Creek d/s W. Santa Clara St. N 8/30/2021 2.9 12.1 3.1 8.9 14.6 SJC24
Guadalupe River confluence Los Gatos Creek
at Arena Green
N 4.6 13.2 * × x
SJC25
Guadalupe River at W. Julian St. N * * * 9.4 x
SJC25a
Guadalupe River d/s of Skyport Dr. N 2/25/2021 * * 6.1 4.6 5.4 SJC25a
Guadalupe River d/s of Skyport Dr. N 5/11/2022 * * 6.1 4.6 10.1 SJC25b
Coyote Creek u/s of SJC13 at Singleton Rd. N 6/14/2021 13.4 11.5 5.9 25.7 4.9 SJC26
Guadalupe River at W. San Carlos d/s to Park
Ave.
N 2/18/2021 4.9 7.7 6.4 4.2 7.2
SJC26
Guadalupe River at W. San Carlos d/s to Park
Ave.
N 5/17/2022 4.9 7.7 6.4 4.2 7.1
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-31
Trash Hot Spot
New Site in
FY 21-22
(Y/N)
FY 21-22
Cleanup
Date(s)
Volume of Trash Removed (cubic yards)
FY 2017-18 FY 2018-19 FY 2019-20 FY 2020-21 FY 2021-22
SJC 26a
Guadalupe River u/s of W. San Carlos St. Y 11/29/2021 * * * * 4.8 SJC27
Guadalupe River at Woz Way u/s 280 N 8/18/2021 2.0 * * 18.5 13.5 SJC27a
Guadalupe River d/s of Montague Expwy. N * 7.2 4.9 * x SJC28
Guadalupe River next to CDM, u/s and d/s of
pedestrian bridge
N 2/19/2021 5.6 10.0 4.5 8.8 14.1
SJC28
Guadalupe River next to CDM, u/s and d/s of
pedestrian bridge
N 5/4/2022 5.6 10.0 4.5 8.8 5.3
SJC28a
Guadalupe River d/s of 880 Y 2/26/2021 * * * 4.5 1.4
SJC29
Guadalupe River at Woz Way d/s N 8/18/2021 4 23.2 7.4 6.6 15.8 SJC29a
Guadalupe River upstream (south) of SJC28 Y 12/2/2021 * * * * 4.3 SJC30
Guadalupe u/s and d/s W. Virginia N 4.2 1.3 15.5 × x
SJC31
Guadalupe u/s and d/s W. Alma Ave. N 8.8 16.1 17.1 × x FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-32
Trash Hot Spot
New Site in
FY 21-22
(Y/N)
FY 21-22
Cleanup
Date(s)
Volume of Trash Removed (cubic yards)
FY 2017-18 FY 2018-19 FY 2019-20 FY 2020-21 FY 2021-22
SJC32
New Chicago Marsh, Spreckles Ave. N 10/29/2021 2.7 5.6 0.7 1.2 1.9 SJC32a
New Chicago Marsh contiguous to SJC32
(Alviso)
Y 10/29/2021 * * * 2.2 1.4
SJC32b
New Chicago Marsh at Spreckles Ave. (Alviso),
north of SJC32a
Y 11/30/2021 * * * * 2.0
× Indicates a site that was not cleaned during the year(s) due to safety issues. * Indicates a site that was not cleaned during the year(s).
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-33
C.10.d ►Long-Term Trash Load Reduction Plan
Provide descriptions of significant revisions made to your Long-term Trash Load Reduction Plan submitted to the Water Board in February 2014.
Describe significant changes made to primary or secondary trash management areas (TMA), baseline trash generation maps, control measures, or time schedules identified in your plan. Indicate whether your baseline trash generation map was revised and if so what information was collected to support the revision. If your baseline trash generation map was revised, attach it to your Annual Report.
Description of Significant Revision Associated
TMA
Revisions Made in FY 13-14
Update of trash generation rates from moderate to low for areas in north San José based on visual assessments and local knowledge. This area includes the ‘clean tech’ area roughly bordered by Tasman Drive, Junction Avenue, Brokaw Avenue, and Guadalupe River as well as a mobile home park.
X
Update of trash generation rate from moderate to low for the Kaiser San José campus in south San José based on visual observations. O
Update of trash generation rate from moderate to low for light industrial area north of Silver Creek Valley Road surrounding Hellyer Avenue based on visual assessments. P Update of trash generation rate from moderate to low for Hitachi campus (gated, secured private property). N Update of secondary designations for TMA 1, which includes downtown San José. Previously the secondary divisions were based on geography (west, east, and central). Downtown parcels are now subdivided based on trash control measure implementation. Parcels that are part of the downtown Property Based Improvement District that are serviced by Groundwerx, provides enhanced trash control services, are designated by the ‘1P’ subdivision. Remaining parcels in the larger business improvement district remain as TMA 1.
1 Update of trash generation rate from moderate to low for Alum Rock Park in the east foothills of San José based on local knowledge. A
Modification of trash generation categories based on preliminary results of on land assessments. 9 Modification of trash generation categories based on preliminary results of on land assessments. 13 Modification of trash generation categories based on preliminary results of on land assessments. T Revisions Made in FY 14-15
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-34
In FY 14-15, the City conducted a preliminary analysis of trash generation in all TMAs that was originally depicted on Trash Generation Maps included in the City’s Long-Term Trash Load Reduction Plan using a combination of local knowledge and field observations. Google Street View applications and On-land Visual Assessments were used to reevaluate baseline trash generation. Trash generation categories were reclassified for areas where information indicated that errors had occurred during initial/preliminary trash generation category assignments. Reclassifications to trash generation categories were used for the purposes of calculating baseline (2009) trash generation included in this report (i.e., as an input parameter to the formula used to calculate load reductions reported in section C.10.d). Additional reclassifications may occur in FY 15-16, as a result of the City’s efforts to make the Baseline Trash Generation Map as accurate as possible. The City’s final map will be submitted consistent with the schedule included in the reissued MRP, tentatively set for adoption in late 2015.
Also, after programming portions of three TMAs, the programmed areas were split off and renamed as separate TMAs. TMAs 8ST and 8W are subareas of the City’s business districts where public litter cans were added. A third TMA, 8 SR Pilot, was created to evaluate the results of a business engagement pilot that commenced in FY 14-15 and was completed in FY 15-
16. The addition of these three new areas raised the total number of TMAs in San José from 47 to 50.
All TMAs
Revisions Made in FY 15-16
In FY 15-16, consistent with all MRP Permittees, all public K-12 schools, college and university parcels were made non- jurisdictional on the City’s baseline trash generation maps. Under California Government Code Sections 4450 through 4461, the construction, modification, or alternation of facilities and/or structures on these parcels are under the jurisdiction of the California Division of State Architect and not the City. The public right-of-way (e.g., streets and sidewalks) surrounding these parcels remain as jurisdictional on the City’s baseline trash generation maps. Revised maps that incorporate these revisions are included in City’s supplement to its Long-Term Trash Reduction Plan and Assessment Strategy.
B
The City identified programming options for all remaining TMAs. All TMAs Revisions Made in FY 16-17
In FY 16-17, the City reconfigured its TMAs to simplify efforts to implement trash control measures. The number of TMAs in San José was condensed from over 50 TMAs to 13 TMAs. The new TMAs are included in the Long-Term Trash Reduction Plan and Assessment Strategy, 2017 Update in Appendix 10-3.
All TMAs
Revisions Made in FY 17-18
In FY 17-18, no revisions or updates were made to the Long-Term Trash Load Reduction Plan. All TMAs Revisions Made in FY 18-19
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-35
In FY 18-19, no revisions or updates were made to the Long-Term Trash Load Reduction Plan. All TMAs Revisions Made in FY 19-20
In FY 19-20, the City revised baseline trash generation maps to incorporate the results from baseline trash generation reassessments conducted in FY 18-19 on private parcels greater than 10,000 ft2. Assessment sites consisted of private parcels with drainage areas greater than 10,000 ft2 that appeared to be mischaracterized as moderate, high or very high trash generating areas based on desktop evaluations. City staff assessed the sites suspected as being mischaracterized twice using the appropriate On-land Visual Trash Assessment protocol to confidently establish a baseline level of trash generation.
This approach was consistent with the findings of BASMAA’s Tracking California’s Trash project, funded by the State Water Resources Control Board, and recent guidance provided by the State Water Board to Phase II MS4s.For those sites that received a low (“A”) OVTA score during both assessment events, the baseline trash levels depicted on the City’s Baseline trash generation maps were updated to illustrate a “low” trash generation level. The City’s revised Baseline Trash Generation Map can be downloaded at https://scvurppp.org/trash-maps/.
All TMAs
Revisions Made in FY 20-21
In FY 20-21, no revisions or updates were made to the Long-Term Trash Load Reduction Plan. All TMAs Revisions Made in FY 21-22
In FY 21-22, the City conducted a thorough evaluation of its baseline trash generation map, treatment areas for existing trash full capture systems, and identified which multi-beneficial (bioretention) treatment facilities installed in the City meet the trash full capture design standard, as described in the MRP. The City’s 2009 baseline trash generation map was reevaluated to ensure that jurisdictional areas draining to the City’s MS4 are included on the map and that these areas were assigned the appropriate trash generation category when the original baseline map was created. Based on the findings of this evaluation, the City’s baseline map was refined and now provides a much more accurate illustration of both its jurisdictional areas and the associated baseline level of trash that was generated on these areas in 2009. The areas treated by existing trash full capture systems were also evaluated and refined based on more accurate information on drainage patterns and the configuration of the City’s MS4. These refined treatment area boundaries provide a much more accurate illustration of the land areas draining to these full capture systems. Lastly, in FY 21-22 the City began to identify which existing multi-beneficial (bioretention) treatment facilities achieve the trash full capture design standard, as described in the MRP and the State Water Resources Control Board fact sheets on multi-beneficial full capture systems. A technical memorandum describing the analysis conducted by the Santa Clara Valley Urban Runoff Program (SCVURPPP) that supports the criteria used to identify the applicable bioretention facilities is included in the SCVRUPPP FY 21-22 Annual Report (Section 10). The City’s Long-term Trash Load Reduction Plan was updated with these refined jurisdictional areas and full capture treatment drainage boundaries and refined baseline trash generation levels, which are included in Appendix 10-1 of this report.
All TMAs
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-36
C.10.e. ► Trash Reduction Offsets (Optional)
Provide a summary description of each offset program implemented, the volume of trash removed, and the offset claimed in FY 21-22. Also, for additional creek and shoreline cleanups, describe the number and frequency of cleanups conducted, and the locations and cleanup dates. For direct discharge control programs approved by the Water Board Executive Officer, also describe the results of the assessments conducted in receiving waters to demonstrate the effectiveness of the control program. Include an Appendix that provides the calculations and data used to determine the trash reduction offset.
Offset Program Summary Description of Actions and
Assessment Results
Volume of Trash (CY)
Removed/Controlled
in FY 21-22
Offset
(% Jurisdiction-
wide
Reduction)
Additional
Creek and
Shoreline
Cleanups
(Max 10%
Offset)
In addition to cleanup of the trash hot spots, the City removed 1,629 cubic yards (141 tons) of trash from waterways in FY 21-22 through the combined efforts of a creek cleanup contractor and partner organizations including Creek Connections Actions Group (CCAG), South Bay Clean Creeks Coalition (SBCCC) and Keep Coyote Creek Beautiful (KCCB). The locations, dates, and volumes of trash removed are detailed in the table in Appendix 10-2.
The City also conducted 11 additional contractor-led cleanups, where sites were cleaned at least twice. From these additional cleanups, 111 cubic yards (9.6 tons) were removed.
Furthermore, in FY 21-22, KCCB and SBCCC conducted a total of 73 cleanups where 2,385 volunteers removed 1,890 cubic yards (164 tons) of trash from San José’s creeks. Of this total, 1,410 cubic yards (122 tons) were from sites cleaned twice.
Using the formula provided in section C.10.e.i, the total volume of trash removed, 1,629 cubic yards (141 tons), yields a 11.4% trash load reduction offset. The Permit allows a 10% maximum offset cap, so the City will claim 10%.
1,629
10%
Direct Trash
Discharge
Controls
(Max 15%
Offset)
The City submitted its Direct Discharge Trash Control Program (DDTCP) for approval by the Water Board Executive Officer on February 1, 2016. A supplement to the plan was subsequently submitted on May 27, 2016. The City received approval to claim up to 15% offset credit on August 3, 2016.
The City continues to invest significant resources to implement a comprehensive program to address environmental, safety, health, and legal
FY 2021-2022 Annual Report C.10 – Trash Load Reduction Permittee Name: City of San José
10-37
Offset Program Summary Description of Actions and
Assessment Results
Volume of Trash (CY)
Removed/Controlled
in FY 21-22
Offset
(% Jurisdiction-
wide
Reduction)
issues resulting from a large homeless population living along the waterways.
The DDTCP has been modified due to impacts from the COVID-19 Pandemic.
The City is in the process of updating the DDTCP Plan to submit to the Water Board in January 2023.
Since FY 21-22, 4,978 cubic yards (432 tons) of trash were removed by the BeautifySJ Homeless Encampment Program. The locations, dates, and volumes of trash removed are included in Appendix 10-3. During the Program’s sixth year of implementation, the City continued to experience challenges and learn lessons relating to data collection, monitoring, field safety, interdepartmental coordination, and emergency responses. Due to the COVID-19 pandemic, and the County of Santa Clara’s public health orders, several DDTCP activities were modified to continue Program implementation. See Appendix 10-4 (Direct Discharge Trash Control Program Progress Report) for more information.
Using the formula provided in section C.10.e.i, the total volume removed , 4,978 cubic yards (432 tons), yields a 34.7% trash load reduction offset. The Permit allows a 15% maximum offset cap, so the City will claim 15%.
4,978
15%
FY 2021-2022 Annual Report C.11 – Mercury Controls
Permittee Name: City of San José
11-1
Section 11 - Provision C.11 Mercury Controls
C.11.a ► Implement Control Measures to Achieve Mercury Load Reductions C.11.b ► Assess Mercury Load Reductions from Stormwater C.11.c ► Plan and Implement Green Infrastructure to Reduce Mercury Loads
The City is a direct and active participant in regional efforts to understand and control stormwater inputs of mercury to the Bay. This year, the City participated in the BAMSC Monitoring and Pollutants of Concern Committee, BAMSC Source Control Load Reduction Accounting RAA Project Management Team, BAMSC Regional RAA Workgroup, MRP 3.0 C.11/C.12 Workgroup, and SCVURPPP Pollutants of Concern Ad Hoc Task Group. City staff assisted Program staff in identifying additional possible source properties for mercury and PCBs.
See the Program's FY 21-22 Annual Report for updated information on:
• Documentation of mercury control measures implemented in our agency's jurisdictional area for which load reductions will be reported and the associated management areas;
• A description of how the BASMAA Interim Accounting Methodology 67 was used to calculate the mercury load reduced by each control measure implemented in our agency's jurisdictional area and the calculation results (i.e., the estimated mercury load reduced by each control measure);
• Supporting data and information necessary to substantiate the load reduction estimates; and • For Executive Officer approval, any refinements, if necessary, to the measurement and estimation methodologies to assess merc ury load reductions in the subsequent Permit.
C.11.e ► Implement a Risk Reduction Program
A summary of Program and regional accomplishments for this sub-provision, including a brief description of actions taken, an estimate of the number of people reached, why these people are deemed likely to consume Bay fish, and the findings of an effectiveness evaluation of the risk reduction program, are included in the Program's FY 21-22 Annual Report.
67 BASMAA 2017. Interim Accounting Methodology for TMDL Loads Reduced, Version 1.1. Prepared for BASMAA by Geosyntec Consultants and EOA, Inc., March 23, 2017.
FY 2021-2022 Annual Report C.11 – Mercury Controls
Permittee Name: City of San José
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FY 2021 - 2022 Annual Report C.12 – PCBs Controls
Permittee Name: City of San José
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Section 12 - Provision C.12 PCBs Controls
C.12.a ► Implement Control Measures to Achieve PCBs Load Reductions C.12.b ► Assess PCBs Load Reductions from Stormwater
C.12.c.► Plan and Implement Green Infrastructure to Reduce PCBs Loads
The City is a direct and active participant in regional efforts to understand and control stormwater inputs of PCBs to the Bay. This year the City participated on the BAMSC Monitoring and Pollutants of Concern Committee, BAMSC Regional Stressor-Source Identification (SSID) Project Management Team, Regional RAA Source Work Group, BAMSC Source Control Load Reduction Accounting RAA Project Management Team, MRP 3.0 C.11/C.12 Workgroup, and SCVURPPP Pollutants of Concern ad hoc task group. City staff assisted Program staff in identifying additional possible source properties for mercury and PCBs. Potential source properties identified through this process will be evaluated for possible abatement and/or referral to the Water Board.
See the Program’s FY 21-22 Annual Report for:
• Documentation of PCBs control measures implemented in our agency’s jurisdictional a rea for which load reductions will be reported and the associated management areas;
• A description of how the BASMAA Interim Accounting Methodology74 was used to calculate the PCBs load reduced by each control measure implemented in our agency’s jurisdicti onal area and the calculation results (i.e., the estimated PCBs load reduced by each control measure).
• Supporting data and information necessary to substantiate the load reduction estimates; and • For Executive Officer approval, any refinements, if necessary , to the measurement and estimation methodologies to assess PCBs load reductions in the subsequent Permit.
FY 2021 - 2022 Annual Report C.12 – PCBs Controls
Permittee Name: City of San José
12-2
C.12.f. ► Manage PCB-Containing Materials During Building Demolition Effective July 1, 2019, the City requires demolition project applicants to complete screening forms for Polychlorinated Biphenyls (PCBs) prior to City approval of building demolitions on private and public property. The City receives the forms from applicants and provides documentation to the Santa Clara Valley Urban Runoff Pollution Prevention Program (SCVURPPP)on the number of applicable structures that applied for a demolition permit during the reporting year.
As reported to the Water Board in our May 13, 2022 letter, the City audited its building permit records in FY 21-22 and noted that its online-tracking method was not capturing a portion of the applicable projects. Two FY 20-21 applicable projects were identified by the City, and documentation was submitted to SCVURPPP in FY 21-22. These projects were not reported in the FY 20-21annual report. To address the issue, the City took corrective steps incorporating a new email notification tracking method in addition to manually querying the City’s Development Services Permit database and continues to review its internal protocol to correct and streamline the process.
In FY 21-22, the City examined 692 demolition permits and identified 34 potentially applicable structures. Of the 34, screening forms for 13 projects were reviewed and confirmed to be in compliance, and one (1) project was identified as an applicable structure. Of the remaining 21 projects, ESD City staff contacted each project applicant and received screening forms and/or supporting documents for 19 projects. Nine (9) of the 19 projects were applicable structures. The remaining two (2) applicants have not yet responded to the City staff’s inquiry. The City could not confirm if the projects are applicable structures based on the available information but will continue to seek the information from the project applicants to the extent possible.
See the Program’s FY 21-22 Annual Report for:
• Documentation of the number of applicable str uctures in each Permittee’s jurisdiction for which a demolition per mit was applied for during the reporting year; and
• A running list of the applicable structures in each Permittee’s jurisdiction for which a demolition permit was applied for (since the date the PCBs control program was implemented) that had material(s) with PCBs at 50 ppm or greater, with the address, demolition date, and brief description of PCBs control method(s) used.
C.12.h ►Implement a Risk Reduction Program
A summary of Program and regional accomplishments for this sub-provision, including a brief description of actions taken, an estimate of the number of people reached, and why these people are deemed likely to consume Bay fish are included in the Program’s FY 21-22 Annual Report.
FY 2021-2022 Annual Report C.13 – Copper Controls
Permittee Name: City of San José
13-1
Section 13 - Provision C.13 Copper Controls
C.13.a.iii.(3) ►Manage Waste Generated from Cleaning and Treating of Copper Architectural Features
Provide summaries of permitting and enforcement activities to manage waste generated from cleaning and treating of copper architectural features, including copper roofs, during construction and post-construction.
Summary:
San José has information available online for property owners on requirements and BMPs related to discharge of water used in the installation, cleaning, treating, or washing of architectural copper (https://www.sanjoseca.gov/home/showdocument?id=61528). Additionally, in FY 12-13, the City modified Title 17 (Buildings and Construction – Title 17.72.530) of the Municipal Code to require all new single-family homes, including those with architectural copper, to direct all roof runoff to landscaped areas unless technically infeasible.
The City of San José’s Stormwater Construction Inspection Program conducts monthly inspections at construction sites according to C.6 requirements. Sites are not allowed to discharge wastewater to the MS4. Any violations identified during stormwater construction inspections are subject to enforcement action according to the C.6 ERP. Construction sites not included in the Construction Inspection Program, including those that are post-construction, are covered through the IDDE Program following the C.5 ERP. In FY 21-22, there were no violations relating to the cleaning and treating of copper architectural features identified through the Construction Program or the IDDE Program.
C.13.b.iii.(3) ►Manage Discharges from Pools, Spas, and Fountains that Contain Copper-Based Chemicals
Provide summaries of any enforcement activities related to copper-containing discharges from pools, spas, and fountains.
Summary:
The City of San José utilizes the Industrial and Commercial Inspection Program and the IDDE Program for enforcement. During FY 21-22, the City’s IDDE Program received four complaints relating to discharges to the City’s MS4 from a pool, spa, or fountain. Six administrative Citation Referrals were issued in response to the complaints. Enforcement actions were taken according to the IDDE ERP, and responsible parties were educated and given the appropriate BMPs for future reference.
In FY 21-22, there were no enforcement actions related to copper-containing discharges from pools, spas, or fountains during IDDE and Construction inspections. One Administrative Citation was issued for an actual discharge of spa water at a hotel. However, the facility did not use any copper-based chemicals in their spa.
FY 2021-2022 Annual Report C.13 – Copper Controls
Permittee Name: City of San José
13-2
C.13.c.iii ►Industrial Sources Copper Reduction Results Based upon inspection activities conducted under Provision C.4, highlight copper reduction results achieved among the facilities identified as potential users or sources of copper, facilities inspected, and BMPs addressed.
Summary:
The City previously reviewed and identified by SIC (Standard Industrial Classification) code, businesses likely to use copper or have sources of copper and added these facilities to the City’s Business Inspection Inventory. A fact sheet regarding rooftop sources of copper pollution and the SCVURPPP “Requirements for Copper Roofs and Other Architectural Copper” is available for distribution to select facilities. The City also continued to implement its “NOI Filers” project to increase awareness among industrial facilities of their obligations under the State’s Industrial General Permit (IGP) by providing them with BMPs and information alerting them to the requirements.
IND inspectors receive annual training on industrial facilities likely to use copper or have sources of copper and proper BMPs for them. In June 2022, inspectors reviewed the BASMAA PowerPoint Presentation: Inspecting Industrial and Commercial Facilities for Pollutants of Concern During Stormwater Inspections. The training includes information regarding commercial/industrial sources of copper, industrial facilities likely to use copper, inspecting for copper deposition, and BMPs to prevent copper pollution in stormwater. The City continues to include businesses with SIC codes identified as having a higher potential to contribute copper to stormwater in its inspection inventory. All these business types are subject to the IGP, and all new businesses within this group are inspected within one year.
FY 2021-2022 Annual Report C.14 – PBDE, Legacy Pesticides and Selenium Controls Permittee Name: City of San José
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Section 14 – Provision C.14. PBDE, Legacy Pesticides and Selenium Controls
Note: There are no reporting requirements in the FY 20-21 Annual Report for Section C.14.
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FY 2021- 2022 Annual Report C.15 – Exempted and Conditionally Exempted Discharges Permittee Name: City of San José
15-1
Section 15 -Provision C.15 Exempted and Conditionally Exempted Discharges
C.15.b.vi.(2) ► Irrigation Water, Landscape Irrigation, and Lawn or Garden Watering
Provide implementation summaries of the required BMPs to promote measures that minimize runoff and pollutant loading from excess irrigation.
Generally the categories are:
• Promote conservation programs
• Promote outreach for less toxic pest control and landscape management • Promote use of drought tolerant and native vegetation • Promote outreach messages to encourage appropriate watering/irrigation practices • Implement Illicit Discharge Enforcement Response Plan for ongoing, large volume landscape irrigation runoff.
Summary:
Due to current severe drought conditions, San José and Santa Clara County established a water conservation goal of 15% starting in 2021. The City continues to encourage residents to follow the San José Municipal Code conservation rules and local water service provider’s recommendations to make conservation a way of life. The City also sponsored and participated in water conservation programs and outreach events such as those promoted through the Watershed Watch program.
San José also incorporated education and enforcement for ongoing large volume landscape irrigation runoff, as listed in the San José Municipal Code Chapter 15.10, in its Illicit Discharge Enforcement Response Plan. During FY 21-22, the IDDE program responded to two overwatering/irrigation related complaint, one at a food facility and one at a commercial facility. Staff educated with BMPs and enforced as necessary.
Legislation approved in May 2018, established an indoor, per person water-use goal of 55 gallons per day starting in 2022, an amount that will gradually be dialed down to 50 gallons per day starting by 2030. Targets for outdoor water use will be set differently for each area considering factors like the local precipitation and climate zone.
In June 2022, the City mailed an informational postcard to commercial, industrial, and institutional (CII) entities with water use rules including the State of California’s ban on the use of potable water to irrigate non-functional, ornamental turf at commercial, industrial and institutional sites. These sites were provided with resources for drought-tolerant landscapes which include rebate assistance and guidance on sustainable landscapes. This information is available at https://www.sanjoseca.gov/your-government/environment/water-utilities/drinking-water/water- efficiency.
Conservation Programs:
FY 2021- 2022 Annual Report C.15 – Exempted and Conditionally Exempted Discharges Permittee Name: City of San José
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Landscape Conversion
San José Municipal Water System collaborates with Valley Water to offer landscape rebates, irrigation hardware rebates, and rainwater capture rebates. Landscape Rebates are offered at $2 per square foot and $3 per square foot in the San José Municipal Water System service area.
Irrigation Rebates are available for converting to a weather-based irrigation controller and/or a drip irrigation system. Rainwater capture rebates in the San José Municipal Water System service area are up to $35 for a rain barrel and $0.50 a gallon for redirecting downspouts to cisterns.
Waterwise Surveys
San José Municipal Water customers are eligible for a free Valley Water DIY water audit toolkit to check for leaks in their homes. Residents are also eligible for a free outdoor irrigation survey in which a Valley Water representative inspects the irrigation system for any issues and makes recommendations for improvements.
Watersmart
San José Municipal Water customers currently receive customized home water reports based off their most recent billing statement. This report provides detailed water consumption data, alerts for potential leaks, and compares their consumption to homes of similar size and occupancy.
In addition to the hard copy report, customers can access water usage information via a customer web-portal.
Outreach Messages to Encourage Appropriate Watering/Irrigation Practices In October 2021, the state issued an executive order declaring a statewide drought emergency. San José City Council then declared a 15% water shortage in November 2021. Both the City and the State continue to maintain prohibitions on wasteful practices. These rules apply to all residents and businesses in San José.
Messages:
• Be cool – water when it’s cool. For sprinkler systems, water before 10:00 a.m. and after 8:00 p.m. Only water outdoors on the two designated days listed below. Remember: sprinklers cannot run more than 15 minutes per station per day. • Odd numbered addresses may water on Mondays and Thursdays; • Even numbered addresses may water on Tuesdays and Fridays; • Properties without an address may water on Mondays and Thursdays. • WATERING OUTSIDE OF DESIGNATED DAYS: If using a hand-held hose with an automatic shut-off nozzle or a drip irrigation system, residents can water outdoors before 10 a.m. and after 8 p.m., without a designated day restriction. • The designated watering days apply citywide to all residences and businesses within the City of San José. • Be a sharp shooter – with automatic shut-off nozzles. Cars can be washed at home, but only using hoses with a nozzle that shuts off automatically when the handle is released. This helps you aim and control the water and can save many gallons. • Be quick – fix water leaks as soon as possible. Start fixing identified leaks within 5 working days. Visit our leaks page to find out how to detect water leaks and fix them.
FY 2021- 2022 Annual Report C.15 – Exempted and Conditionally Exempted Discharges Permittee Name: City of San José
15-3
• Be in control – don’t let water flow into gutters or streets. Beyond minor splashing of surfaces, sprinkler and drip systems and hand watering that cause water to flow into gutters and streets or that make large puddles is not allowed. • Be a sweeper – sweep hard surfaces. Use a broom instead of a hose to clean patios, sidewalks, driveways, parking lots, or other hard surfaces. Note: Hosing is allowed when using an automatic shut-off nozzle. • To view the complete list of water use rules, visit https://www.sanjoseca.gov/your-government/environment/water- utilities/drinking- water/water-efficiency.
• Use your Home Water Reports to track your water use trends and get customized tips on actions you can take. • Replace an old lawn with a water saving landscape. Visit https://www.southbaygreengardens.org/.
The above information was publicized through the following outreach:
• Facebook advertisements in English and Spanish
• Radio messaging in English, Spanish, and Vietnamese
• Twitter advertisements
• Laundromat advertising, trilingual
• Bus shelters
• Direct mailing postcards
• Social media posts
FY 2021- 2022 Annual Report C.15 – Exempted and Conditionally Exempted Discharges Permittee Name: City of San José
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FY 2021-2022 Annual Report Glossary
Permittee Name: City of San José
G-1
Glossary
AC Acre
ACB Arterials, Commercials, and Bike Routes Street Sweeping AHTG Ad-Hoc Task Group
ALP Anti-Litter Program
ARS Automatic Retractable Screen
AQMM Almaden Quicksilver Mining Museum
BAHM Bay Area Hydrology Model
BASMAA Bay Area Stormwater Management Agency Association BAWSCA Bay Area Water Supply and Conservation Agency
BI Business Intelligence
BMP Best Management Practice
BSM Bioretention Soil Media
BYOB Bring Your Own Bag
CAB Chemical Advisory Board
CAI County Agricultural Inspector
CASQA California Stormwater Quality Association
CCAG Creek Connections Action Group
CBD Central Business District Street Sweeping
CDS Continuous Deflective Separator
CFD Community Facilities District
CIP Capital Improvement Program
CM Curb Mile(s)
CPS Connector Pipe Screen
DDTCP Direct Discharge Trash Control Program
DMA Drainage Management Area
DOT City of San José Department of Transportation
DPR Department of Pesticide Regulation
DST Downtown Streets Team
DU/AC Dwelling Units per Acre
EEDMS Environmental Enforcement Data Management System
EIC San José Environmental Innovation Center
EPA U. S. Environmental Protection Agency
EPPP Environmental Preferable Procurement Policy
FY 2021-2022 Annual Report Glossary
Permittee Name: City of San José
G-2
EPS Expanded Polystyrene
ERP Enforcement Response Plan
ESD City of San José Environmental Services Department
FAR Floor Area Ratio
Ft2 Square feet
FOG Fats, Oils, and Grease
FY Fiscal Year
GSI Green Stormwater Infrastructure
GIS Geographic Information System
GWaMA Grounds Worker and Maintenance Assistant
H High Trash Generation
HDS Hydrodynamic Separator
HHW Household Hazardous Waste
HM Hydromodification Management
HOA Home Owner’s Association
HRT Homeless Response Team
IDDE Illicit Discharge Detection and Elimination
IPM Integrated Pest Management
L Low Trash Generation
LID Low Impact Development
M Moderate Trash Generation
MFS Media Filtration System
MRP Municipal Regional Permit
NA Neighborhood Association
NBD Neighborhood Business District Street Sweeping
NOI Notice of Intent
NPDES National Pollutant Discharge Elimination System
O&M Operation and Maintenance
OCA City of San José Office of Cultural Affairs
OWOW Our Water Our World
PBID Property Based Improvement District
FY 2021-2022 Annual Report Glossary
Permittee Name: City of San José
G-3
PCB Polychlorinated Biphenyls
PBCE City of San José Planning, Building and Code Enforcement PLC Public Litter Can
POC Pollutants of Concern
PPS Permeable Pavement Systems
PRNS City of San José Department of Parks, Recreation, and Neighborhood Services Program, The Santa Clara Valley Urban Runoff Pollution Prevention Program PSA Public Service Announcement
RAA Reasonable Assurance Analysis
RSS Residential Street Sweeping Program
SCBWMI Santa Clara Basin Watershed Management Initiative SCP Stormwater Control Plan
SCVURPPP Santa Clara Valley Urban Runoff Pollution Prevention Program (the Program) SDS Safety Data Sheets
SEU Secondary Employment Unit (SJPD)
SJSU San Jose State University
SOP Standard Operating Procedure
SPU Special Parks Unit (PRNS)
SSLE Stream Stewardship Law Enforcement (SJPD)
STM Stormwater Treatment Measure
TAC Technical Advisory Committee
TCM Treatment Control Measure
TMA Trash Management Area(s)
TMDL Total Maximum Daily Load
VH Very High Trash Generation
VTA Valley Transportation Authority
VW Valley Water
WMI Watershed Management Initiative (see SCBWMI)
WSP Watershed Protection Division of ESD
WWP Weekend Work Program
ZLI Santa Clara County Zero Litter Initiative
FY 2020-2021 Annual Report Appendix
Permittee Name: City of San José
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FY 2020-2021 Annual Report Appendix
Permittee Name: City of San José
A-1
Appendix
Section 3 – Provision
Appendix 3-1: C.3.e.v. Special Projects
Section 4 – Provision
Appendix 4-1: C.4.b.iii. Potential Facilities List
Appendix 4-2: C.4.d.iii.(2)(e) Non-Filers
Section 10 – Provision
Appendix 10-1: C.10.f.i. Changes between 2009 and FY 20-21 in Trash Generation by TMA as a result of Full Trash Capture Systems and Other Measures Appendix 10-2: C.10.f.viii. Additional Creek and Shoreline Calculation and Cleanups Appendix 10-3: C.10.f.ix. Direct Discharge Trash Control Program Calculation and Cleanups
Appendix 10-4: C.10.e.ii. Direct Discharge Trash Control Program Progress Report
A-2
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FY 2020-2021 Annual Report Appendix 3.1
Permittee Name: City of San José
A-3
Provision C.3.e.v. Special Projects
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-4
FOURTH STREET METRO STATION MIXED-USE (H17-004)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 10/8/2021) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat approximately 31% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The L-shaped project site is generally flat and will consist of a single 25-story building with 210 residential units on a 0.52 gross acre site. There will be two levels of below grade parking. Areas of the site not covered by the building structure will include at- grade walkways along the building and the fifth-floor podium deck.
As currently designed, the site consists of three DMAs. Two DMAs, which account for 69% of the site, flow to a media filtration system. One DMA, which accounts for 31% of the site, flows to a flow-through planter.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, the proposed project will be constructed in accordance with the City’s Planned Development Zoning, which allows minimal building setbacks and optimizes the site for high density mixed use. The developable portion of the site will be covered with a building and a walkway around the perimeter of the building limiting the amount of available self-treating/retaining areas.
c. Maximizing Flow to LID Features and Facilities. As currently designed, approximately 31% of the site will drain to LID treatment features and facilities (flow-through planter box).
d. Constraints to Providing On-site LID. As currently designed, the majority of the site will drain to a media filtration system. Space constraints, fire access, and structural limitations preclude the project from providing 100% LID treatment. Approximately 79% of the site will be occupied by the building and LID treatment facilities located along the perimeter of the building would create potential obstruction with fire access. The project is utilizing 69% of its 75% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-5
AFFIRMED HOUSING MIXED-USE (CP18-044)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 9/10/2019) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat approximately 34% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily rectangular-shaped project site is generally flat and will consist of a single seven-story mixed-use building with 87 residential units, 3,000 square feet of commercial space, and one level of above-grade parking on a 0.61 gross acre site. Areas of the site not covered by the building structure aside from roof areas will include ground floor frontage walkways and a corner plaza, communal courtyards on the second and fourth floors, and private balconies throughout the height of the building. A majority of the project’s ground floor frontage areas, roof, communal courtyards, and private balconies will drain to a media filtration system. Remaining areas will drain to a bioretention area or consist of self-treating pervious pavement.
As currently designed, the SCP divides the site into three DMAs. One of the DMAs, which accounts for approximately 66% of the site, drains to a media filtration system. One DMA, which accounts for approximately 28% of the site, drains to a bioretention area, and the remaining DMA accounting for 6% of the site is made up of a self-treating pervious pavement system.
b. Self-Treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface areas will be reduced by incorporating ground floor landscaping that will provide self-treatment and several containerized landscaping that will provide some self- treatment. Approximately 6% of the site consists of self-treating pervious pavement.
c. Maximizing Flow to LID Features and Facilities. As currently designed, about 34% of the site will include LID treatment features and facilities (bioretention areas and pervious pavement).
d. Constraints to Providing On-site LID. A majority of the project’s ground floor frontage areas, roof, communal courtyards, and private balconies will drain to a media filtration system.
Programmatic open space needs, utility conflicts, emergency vehicle access constraints, and accessway limitations preclude the project from providing 100% LID treatment. The communal courtyards need to be designed for flexible gathering spaces, private seating areas, and overall usability. Communal courtyard areas that are adjacent to building walls and typically ideal for LID treatment will conflict with packaged terminal air conditioner units. Ground floor open spaces will be limited to fire access for the westerly and southerly portions of the building.
Further, doorway landings and entryway paths further limit areas for LID treatment. The project is utilizing 66% of its 75% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Coyote Creek watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
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SOUTH ALMADEN OFFICES (SP20-005)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 9/14/2021; previously H19-004) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 37% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily rectangular-shaped project site is generally flat and will consist of two, 16-story connected towers with office space and retail/amenity use on a
3.57 gross acre site. The project will include three levels of subgrade parking. Areas of the site not covered by the building include ground-floor perimeter hardscapes, garden spaces between the fourth and sixth floors and terraces located between the fourth and 15th floors.
The majority of the site will drain to media filtration systems, while portions of the roof areas will drain to four flow-through planters.
As currently designed, the SCP divides the site into eleven DMAs. Three DMAs, which account for 63% of the site, drain to media filtration systems. The remaining eight DMAs, which account for 37% of the site, drain to flow-through planter boxes.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. Impervious surface areas will be reduced by incorporating several areas of containerized landscaping that will provide some self-treatment. Thirty-seven percent of the site will drain to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 37% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. As currently designed, a majority of the building roof areas, podium garden areas, and terraces drain directly to media filtration systems. Conflicts with pedestrian-friendly frontage areas, and structural limitations on the ground floor and terrace courtyard preclude the project from providing 100% LID treatment. The project is utilizing 63% of its available 100% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-7
FOURTH AND SAINT JOHN STUDENT HOUSING (H19-021)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 2/18/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 39% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily rectangular-shaped project site is generally flat and will consist of a 23-story building with retail space, 330 residential units, and four levels of above- grade covered parking. Areas of the site not covered by the building structure will be comprised of at-grade walkways, communal amenity terraces on the fifth floor, and private balconies throughout the height of the building. Approximately half of the building’s roof areas, the courtyard areas, and ground-floor hardscapes will be directed to media filtration systems, while remaining roof areas will drain to flow-through planter boxes.
As currently designed, the SCP divides the site into six DMAs. Four of the DMAs, which account for approximately 39% of the site, drain to flow-through planter boxes. The remaining two DMAs, which account for approximately 61% of the site, will drain to media filtration systems.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface areas will be reduced by incorporating several areas of containerized landscaping that will provide some self-treatment. Approximately 39% of the site will drain to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, about 39% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. As currently designed, approximately half of the building’s roof areas and both the entire courtyard areas and ground-floor hardscapes will be directed to media filtration systems. Space constraints preclude the project from providing 100% LID treatment. Treatment alongside the building will create potential obstructions with fire access, and structural and space limitations preclude the installation of a green roof. The project is utilizing 61% of its 100% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site LID treatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-8
BLOCK 8 MIXED-USE (H19-033)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 4/13/2021, not reported in FY 20-21) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 49% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily rectangular-shaped project site is generally flat and will consist of a single 18-story building with commercial space and office space on a 1.78 gross acre site. There will be seven levels of above-ground covered parking. Areas of the site not covered by the building structure will include ground-floor walkways, driveways, and seating areas and sky decks located on the 17th and 18th floors.
As currently designed, the SCP divides the site into three DMAs. One of the DMAs, which accounts for approximately 51% of the site, will drain to a media filtration system. The remaining two DMAs, which account for approximately 49% of the site, drain to flow-through planter boxes.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface will be reduced by incorporating several areas of containerized landscaping that will provide some self-treatment on the ground floor and the sky decks located on the 17th and 18th floors. About 49% of the site will drain to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, about 49% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. As currently designed, approximately half of the building’s roof areas, and the entire ground floor hardscape including the back alley will be directed to media filtration systems. Space, structural, and utility constraints preclude the project from providing 100% LID treatment. Existing infrastructure, easements, and emergency access limit opportunities for LID treatment onsite. The project is utilizing 51% of its 100% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-9
NORTH FOURTH STREET SUPPORTIVE HOUSING (H20-002)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 6/30/2020) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 77% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily rectangular-shaped project site is generally flat and will consist of a four-story supportive housing development on a 0.96 gross acre site. Areas of the site not covered by the building include small ground-floor perimeter hardscape and landscape areas, at-grade parking, and a communal amenity space on the ground floor.
Over half of the site’s ground-floor hardscapes drain to a media filtration system. Remaining areas will drain to a bioretention area, flow-through planter boxes, and consist of a self-treating pervious pavement system.
The SCP divides the site into fourteen DMAs. One DMA, which accounts for 23% of the site, drains to a media filtration system. Two DMAs, accounting for 12% of the site, drains to a bioretention area. Nine DMAs, which account for 49% of the site, drain to flow-through planter boxes and one DMA accounting for 16% is made up of self-treating pervious pavement. The remaining DMA, accounting for less than 1% of the site, will drain to a landscaped self-retaining area.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. A self-treating pervious pavement system accounting for 16% of the site and a self-retaining area accounting for less than 1% of the site are proposed for the project. Twelve percent of the site drains to bioretention areas. Forty-nine percent of the site drains to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. Seventy-seven percent of the site will drain to LID treatment features and facilities (bioretention area, flow-through planter boxes, and pervious pavement).
d. Constraints to Providing On-site LID. Approximately half of the site’s ground-floor hardscape drains to a media filtration system. The site’s public open space requirements, emergency vehicle access, utility conflicts, and structural integrity limitations preclude the project from providing 100% LID treatment. The project is utilizing approximately 23% of its available 45% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-10
HOME 2/SAN JOSE STAGE COMPANY (CP20-008)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 1/17/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 90% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily square-shaped project site is generally flat and will consist of a seven-story commercial development on a 0.44 gross acre site. The development will consist of hotel rooms, performance theater/auditorium space, and one level of below- grade parking. The site is entirely covered by the building. A small portion of the site’s roof area drains to a media filtration system. Remaining areas will drain to flow-through planter boxes.
As currently designed, the SCP divides the site into three DMAs. One DMA, which accounts for 10% of the site, drains to a media filtration system. The remaining two DMAs, which account for 90% of the site, drain to flow-through planter boxes.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. Two flow-through planter boxes on the third-floor podium will treat 90% of the site’s building roof areas.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 90% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. The majority of the site’s roof area drains to flow-through planter boxes. The site’s zero lot line building design precludes the project from providing additional LID treatment for the site. The project is utilizing approximately 10% of its available 100% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-11
BAYWOOD CONDO (SP20-008)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 9/8/2020) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 27% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The irregularly shaped project site is generally flat and will consist of an eleven-story mixed use development on a 0.44 gross acre site. There will be two levels of below-grade parking and one level of covered above-grade parking within the building footprint. Areas of the site not covered by the building include small ground-floor landscape areas. The majority of the site’s roof area drains to a media filtration system. Remaining areas will drain to a bioretention area.
As currently designed, the SCP divides the site into two DMAs. One DMA, which accounts for 73% of the site, drains to a media filtration system. The second DMA, which accounts for 27% of the site, drains to a bioretention area.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will all provide some self-treatment on the ground floor. Twenty-seven percent of the site will drain to bioretention areas.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 27% of the site will drain to LID treatment features and facilities (bioretention areas).
d. Constraints to Providing On-site LID. The majority of the site’s roof and podium areas drain to a media filtration system. The site’s public open space requirements, utility conflicts, and structural integrity limitations preclude the project from providing 100% LID treatment. The project is utilizing approximately 73% of its available 75% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-12
VTA BLOSSOM HILL STATION TOD COMPLEX (SP20-012)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 6/24/2021) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 53% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The irregularly shaped project site is generally flat and will consist of one six-story market rate housing and commercial developments and one five-story affordable housing development on a 5.39 gross acre site. There will be two levels of covered above-grade parking within the building footprints. Areas of the site not covered by the building include small ground-floor perimeter hardscape and landscape areas, at-grade parking, and a communal amenity space on the ground floor. The site’s roof areas drain to a media filtration system. Remaining ground-floor areas will consist of a self-treating landscape area and drain to bioretention areas.
As currently designed, the SCP divides the site into seventeen DMAs. Two DMAs, which account for 47% of the site, drain to a media filtration system. Fourteen DMAs, accounting for 43% of the site, drain to bioretention areas. The remaining DMA, which accounts for 10% of the site, is comprised of a self-treating landscape area.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will all provide some self-treatment on the ground floor. Ten percent of the site is comprised of a self- treating landscape area.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 43% of the site will drain to LID treatment features and facilities (bioretention areas).
d. Constraints to Providing On-site LID. The site’s roof area drains to a media filter system. Space constraints and conflicts with recreational uses preclude the project from providing additional LID treatment for the site. The project is utilizing approximately 47% of its available 70% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-13
WOZ WAY OFFICE TOWER (H20-004)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 6/29/2021, not reported in FY 20-21) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 52% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The irregularly shaped project site is generally flat and will consist of two 20-story office buildings for a mixed-use development on a 2.92 gross acre site. There will be four levels of covered above-grade parking and four levels of below-grade parking within the building footprint. Areas of the site not covered by the building include small ground-floor perimeter hardscape and landscape areas, and at-grade parking on the ground floor.
Approximately a quarter of the site’s roof area and half of the ground-floor hardscapes drain to a media filtration system. Remaining areas will drain to flow-through planter boxes and self- treating areas.
As currently designed, the SCP divides the site into 11 DMAs. Four DMAs, which account for 48% of the site, drain to media filtration systems. Five DMAs, which account for 48% of the site, drain to flow-through planter boxes. The remaining two DMAs, which account for 4% of the site, consist of self-treating landscaped areas.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. Self-treating landscaped areas proposed for the west and east sides of the site account for 4% of the site area. About 48% of the site drains to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 48% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. Approximately a quarter of the site’s roof area and half of the ground-floor hardscapes drain to media filtration systems. The site’s space constraints, structural conflicts, and inadequate vertical clearance for the required LID depth preclude the project from providing 100% LID treatment. The project is utilizing approximately 48% of its available 90% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-14
CREATIVE CENTER FOR THE ARTS (PD20-004)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 9/22/2020) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 41% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular project site is generally flat and will be a mixed- use development consisting of one six-story building and one single-story building on a 0.74 gross acre site. There will be one level of below-grade parking within the six-story building footprint. Areas of the site not covered by the buildings include small ground-floor perimeter hardscape and landscape areas, and at-grade covered parking on the ground floor.
Approximately half of the site’s roof area and ground-floor hardscapes drain to a media filtration system. Remaining areas will drain to flow-through planter boxes.
As currently designed, the SCP divides the site into three DMAs. One DMA, which accounts for 59% of the site, drains to a media filtration system. The remaining two DMAs, which account for 41% of the site, drain to flow-through planter boxes.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will all provide some self-treatment on the ground floor. About 41% of the site will drain to flow- through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 41% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. Approximately half of the site’s roof area and ground-floor hardscape drain to media filtration systems. The site’s space constraints, utility conflicts, and pedestrian access and circulation preclude the project from providing 100% LID treatment.
Limited depths between the ground floor and ceiling heights of the underground garage also preclude LID treatment. The project is utilizing approximately 59% of its available 65% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-15
THE MARK – URBAN CATALYST (SP20-021)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 10/13/2021) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 62% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The square project site is generally flat and will consist of one 23- floor building for a residential development on a 0.45 gross acre site. There will be two levels of covered above-grade parking and one level of below-grade parking within the building footprint. Areas of the site not covered by the building structure will be comprised of small ground-floor perimeter hardscape and landscape areas, and communal amenity terraces on the third floor and roof areas. The site’s third floor roof deck, ground floor perimeter, and a portion of the roof area drain to a media filtration system. Remaining areas will drain to flow- through planter boxes.
As currently designed, the SCP divides the site into ten DMAs. One DMA, which accounts for 38% of the site, drains to a media filtration system. The remaining nine DMAs, which account for 62% of the site, drain to flow-through planter boxes.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will provide self-treatment on the ground floor and roof decks. Sixty-two percent of the site will drain to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 62% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. The site’s third floor roof deck, ground floor perimeter, and a small portion of the roof area drain to media filtration systems and the remaining roof area hardscapes drain to flow-through planter boxes. The site’s space constraints, utilities, and amenity conflicts preclude the project from providing 100% LID treatment. The project is utilizing approximately 38% of its available 100% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-16
DELMAS ASSISTED LIVING (CP20-019)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 1/26/2021, not reported in FY 20-21) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 63% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular project site is generally flat and will consist of one six-story building for a residential development on a 0.89 gross acre site. There will be one level of covered above-grade parking within the building footprint. Areas of the site not covered by the building structure will be comprised of small ground-floor perimeter hardscape and landscape areas, a garden courtyard on the ground floor, and a patio courtyard on the second, third, and fourth levels, and on the rooftop. The site’s courtyards and a small portion of the roof area drain to a media filtration system. Remaining areas will drain to bioretention areas, flow-through planter boxes, and will be partially made up of self-treating pervious pavement and landscaped areas.
As currently designed, the SCP divides the site into fourteen DMAs. One DMA, accounting for 37% of the site, drains to a media filtration system. Two DMAs, accounting for 16% of the site, drain to bioretention areas. Ten DMAs, which account for 45% of the site, drain to flow-through planter boxes. The remaining DMA, accounting for 2% of the site, is comprised of a self-treating pervious pavement and landscaped area.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, a self-treating pervious pavement and landscape area accounting for 2% of the site is proposed for the south side of the site. Sixteen percent of the site drains to bioretention areas. Forty-five percent of the site drains to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 63% of the site will drain to LID treatment features and facilities (bioretention areas, flow-through planter boxes, and pervious pavement).
d. Constraints to Providing On-site LID. The site’s courtyards and a fraction of the roof area drain to media filtration systems, and the remaining ground floor hardscapes and roof areas drain to bioretention areas and flow-through planter boxes. The site’s limited setback space, utilities, and drainage conflicts preclude the project from providing 100% LID treatment. The project is utilizing approximately 37% of its available 100% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-17
WINCHESTER 1073 (SP20-002)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 8/25/2021) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 44% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular project site is generally flat and will consist of one six-story building for a mixed-use development on a 0.82 gross acre site. There will be one level of covered above-grade parking and one level of below-grade parking within the building footprint. Areas of the site not covered by the building structure will be comprised of small ground-floor perimeter hardscape and landscape areas and a courtyard on the second floor and roof. Approximately half of the site’s roof areas drain to a media filtration system. The remaining half will drain to bioretention areas.
As currently designed, the SCP divides the site into four DMAs. One DMA, which accounts for 56% of the site, drains to a media filtration system. Another DMA, which accounts for 44% of the site, drains to a bioretention area.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will all provide some self-treatment on the ground floor. Forty-four percent of the site drains to a bioretention area.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 44% of the site will drain to a LID treatment facility (bioretention area).
d. Constraints to Providing On-site LID. The majority of the site’s roof area drains to a media filtration system, and the courtyard and remaining roof areas drain to a bioretention area. The site’s space constraints, recreational space constraints, and drainage pipe installation limitations preclude the project from providing 100% LID treatment. The project is utilizing approximately 56% of its available 65% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the San Tomas watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-18
255 WEST JULIAN (SP21-037)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 11/17/2021; previously H20-036, not reported in FY 20-21) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 44% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily rectangular-shaped project site is generally flat and will consist of a 14-story building with four stories of below-grade parking, at-grade mixed-use commercial space, and office floors. Areas of the site not covered by the building structure will be comprised of at-grade walkways, plazas, and private balconies throughout the height of the building. About half of the building’s roof areas will be directed to media filtration systems, while remaining roof areas will drain to flow-through planter boxes or self-retaining landscape areas.
As currently designed, the SCP divides the site into ten DMAs. Two DMAs, which account for approximately 56% of the site, will drain to media filtration systems. One of the DMAs, which accounts for approximately 24% of the site, drains to a flow-through planter box. Four DMAs, which account for approximately 12% of the site, are made up of self-treating permeable pavement. Two DMAs, which account for 4%of the site, drain to self-retaining landscape areas.
The last DMA, which accounts for 4% of the site, is comprised of a self-treating landscape area.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, approximately 12% of the site is made up of self-treating permeable pavement. A self-treating landscape area makes up 4% of the site, and self-retaining landscape areas accounting for 4% of the site are proposed for the north side of the site. Twenty-four percent of the site will drain to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, about 36% of the site will drain to LID treatment features and facilities (flow-through planter boxes and permeable pavement).
d. Constraints to Providing On-site LID. As currently designed, about half of the building’s roof areas will be directed to media filtration systems. Space constraints preclude the project from providing 100% LID treatment. Roof areas are infeasible for LID treatment since they have been reserved for building equipment. Use of permeable pavers for the rest of the site is not feasible as most of the proposed site work is above a proposed underground garage. The project is utilizing 56% of its 75% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site LID treatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-19
PARK HABITAT (SP20-032)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 11/3/2021, not reported in FY 20-21) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 54% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular project site is generally flat and will consist of one 20-story building for a mixed-use development on a 2.54 gross acre site. There will be four levels of below-grade parking within the building footprint. Areas of the site not covered by the building structure will be comprised of ground-floor perimeter hardscape and landscape areas. The paseo and ground floor areas drain to media filtration systems. The roof area consists of a green roof.
As currently designed, the SCP divides the site into eight DMAs. Three DMAs, which account for 46% of the site, drain to media filtration systems. Five of the DMAs, which account for 54% of the site, make up of one large green roof.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. Approximately 54% of the site will consist of a green roof.
c. Maximizing Flow to LID Features and Facilities. As currently designed, approximately 54% of the site will drain to a LID treatment feature and facility (green roof).
d. Constraints to Providing On-site LID. The ground floor surfaces will drain to media filtration systems, and the remaining areas will consist of a green roof. The site’s space constraints, pedestrian circulation and access conflicts, utilities, and structural integrity limitations preclude the project from providing 100% LID treatment. Limited depths between the ground floor and ceiling heights of the underground garage also preclude LID treatment. The project is utilizing approximately 46% of its available 100% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-20
2880 ALUM ROCK MIXED USE (CP20-025)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 10/27/21) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 88% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily L-shaped project site is generally flat and will consist of two six-story buildings with commercial space, 164 residential units, and one level of above- grade covered parking. Areas of the site not covered by the building structure will be comprised of at-grade walkways and parking stalls between the two buildings. The driveway areas will be directed to proprietary tree filtration systems, while the buildings’ roof areas will primarily drain to flow-through planters. Self-retaining pervious pavement systems installed in at- grade parking spaces will partially treat the buildings’ roof areas.
As currently designed, the SCP divides the site into 10 DMAs. Two DMAs, which account for approximately 12% of the site, will drain to a proprietary tree filter. Four of the DMAs, which account for approximately 35% of the site, drain to flow-through planter boxes. Three DMAs, which account for approximately 51% of the site, will be treated with pervious pavement. One DMA, which accounts for 2% of the site, drains to a self-retaining landscaped area.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface areas will be reduced by incorporating several areas of containerized landscaping that will provide some self-treatment. Approximately 51% of the site will drain to self-retaining pervious pavement and approximately 2% of the site will drain to a landscaped self-retaining area. Thirty-five percent of the site will drain to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, about 88% of the site will drain to LID treatment features and facilities (flow-through planter boxes and pervious pavement).
d. Constraints to Providing On-site LID. As currently designed, the driveway areas will be directed to proprietary tree filtration systems. Space constraints such as required fire access and utility conflicts preclude the project from providing 100% LID treatment. The project is utilizing 12% of its 55% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Coyote Creek watershed to accommodate in perpetuity off-site LID treatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-21
STEVENS CREEK PROMENADE (PD20-012)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 4/29/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 59% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The L-shaped project site is generally flat and will consist of three multi-family story buildings and a 250-room hotel on 10.00 gross acre site. There will be one level of above-grade parking and two levels of below-grade parking within the building footprint.
Areas of the site not covered by the building include ground-level hardscapes between buildings, ground-level landscape areas, and communal amenity terraces. Nearly half of the site’s roof areas will be directed to a media filtration system, while remaining roof areas will drain to bioretention areas and flow-through planters.
As currently designed, the SCP divides the site into 31 DMAs. Six of the DMAs, which account for 41% of the site, will drain to a media filtration system. Fifteen of the DMAs, which account for 34% of the site, will drain to flow-through planter boxes. One DMA, which accounts for 1% of the site, will drain to a landscaped self-retaining area. One DMA, which accounts for less than one percent of the site, will drain to landscaped self-treating areas. The remaining eight DMAs, which account for approximately 24% of the site, will drain to bioretention areas.
b. Self-Treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will all provide some self-treatment on the ground floor. Approximately 1% of the site will drain to a self-retaining area and less than 1% will drain to self-treating areas. Approximately 34% of the site will drain to flow-through planter boxes and 24% will drain to bioretention areas.
c. Maximizing Flow to LID Features and Facilities. As currently designed, about 58% of the site will drain to LID treatment features and facilities (bioretention areas and flow-through planter boxes).
d. Constraints to Providing On-site LID. Space, structural, and right-of-way constraints preclude the project from providing 100% LID treatment. Multiple underground utilities including storm, water, sewer, joint trench, irrigation, and electrical, also preclude the project from providing 100% LID treatment. The project is utilizing 41% of its 45% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the San Tomas watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-22
777 WEST SAN CARLOS RESIDENTIAL (H20-030)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 6/2/21, not reported in FY 20-21) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was not possible to treat the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The irregularly shaped project site is generally flat and will consist of one six-story building for a 100% affordable residential development on a 1.21 gross acre site. There will be one level of above-grade parking within the building footprint. Areas of the site not covered by the building structure will be comprised of ground-floor perimeter hardscape and landscape areas, a children’s play area and play yard, and a landscaped podium courtyard. The entire site drains to a media filtration system.
As currently designed, the SCP consists of one DMA which accounts for 100% of the site and drains to a media filtration system.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will all provide some self-treatment on the ground floor and courtyards.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 100% of the site is proposed to drain to a non-LID media filter system.
d. Constraints to Providing On-site LID. Space constraints preclude the project from providing 100% LID treatment. Dedicated communal space in the terraces limit the amount of space that can be used for LID treatment. The ground floor and courtyard amenities do not have adequate room to meet C.3.d. sizing requirements. In addition, emergency vehicle access, pedestrian circulation and access issues, and structural integrity limitations preclude the project from providing 100% LID treatment. The site is using 100% of its 100% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-23
HOTEL CLARIANA ADDITION (HA17-059-01)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 3/1/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 35% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular project site is generally flat and will consist of an eight-story commercial development on a 0.64 gross acre site. The project proposes to build an addition containing guestrooms, a restaurant, fitness and wellness facilities in an existing hotel. There will be one level of above-grade parking, and one level of below-grade parking within the building footprint. Areas of the site not covered by the building include the ramp down to the underground parking and a small courtyard for hotel guests. The majority of the site’s roof areas will be directed to a media filtration system, while remaining roof areas will drain to bioretention areas.
As currently designed, the SCP divides the site into 7 DMAs. One of the DMAs, which accounts for the 65% of the total site, will drain to a media filtration system. Another six DMAs, which account for approximately 35% of the site, will drain to flow-through planter boxes.
b. Self-Treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will all provide some self-treatment on the rooftop patio. About 35% of the site will drain to flow- through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, about 35% of the site will include LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. Space and structural constraints preclude the project from providing 100% LID treatment. The proposed landscaping for the site is limited, and the presence of the underground parking does not support pervious pavement installation. In addition, the roof does not have adequate room to meet C.3.d. sizing requirements. The project is utilizing 65% of its 80% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-24
MARRIOTT HOTEL (H19-053)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 8/24/2021) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 75% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily square-shaped project site is generally flat and will consist of an eight-story hotel development on a 0.60 gross acre site. There will be three levels of covered above-grade parking within the building footprint. The site is mostly covered by the building. Approximately a quarter of the site’s roof area drains to a media filtration system.
Remaining areas will drain to flow-through planter boxes.
As currently designed, the SCP divides the site into 10 DMAs. One DMA, which accounts for 25% of the site, drains to a media filtration system. The remaining nine DMAs, which account for 75% of the site, drain to flow-through planter boxes.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. Three flow-through planter boxes on the fourth-floor podium will treat 75% of the site’s building roof areas.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 75% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. The majority of the site’s roof area drains to flow-through planter boxes. The site’s zero lot line building design precludes the project from providing additional LID treatment for the site. The ground level open space is occupied with architectural features that limit the project from providing 100% LID. The project is utilizing approximately 25% of its available 100% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-25
550 East Brokaw (H21-005)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 1/20/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat approximately 68% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily L-shaped project site is generally flat and will consist of an office campus with seven eight-story office buildings and two detached parking garages on an approximately 19.70-gross acre site. Areas of the site not covered by the building structure will include ground-floor perimeter walkways and driveways and an emergency fire access roadway. A majority of the project’s roof area will drain to bioretention areas.
Remaining roof area and ground-floor walkway and driveway hardscapes will drain to a media filtration system. The ground-floor landscape areas and garden will be self-retaining areas.
As currently designed, the SCP divides the site into 26 DMAs. Twenty-one of the DMAs, which account for approximately 53% of the site, drain to bioretention areas. Three DMAs, which account for approximately 32% of the site, will drain to a media filtration system. The two remaining DMAs, which account for 15% of the site, will drain to self-retaining landscape areas.
b. Self-Treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, 15% of the site will drain to self-retaining landscape areas. Approximately 53% of the site will drain to bioretention areas.
c. Maximizing Flow to LID Features and Facilities. As currently designed, about 53% of the site will drain to LID treatment features and facilities (bioretention areas).
d. Constraints to Providing On-site LID. As currently designed, 32% of the project’s roof area will drain to a media filtration system. Space constraints and utility conflicts preclude the project from providing 100% LID treatment. The proposed impervious emergency vehicle access roadway is required in order to provide fire access to both the residential and office buildings.
Due to the building setback, extended sidewalk, and existing easement, using Brokaw Road and Junction Avenue for flow-through planter boxes is infeasible. The project is utilizing 32% of its 45% LID treatment reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Coyote Creek watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-26
905 NORTH CAPITOL AVE (H21-015)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 3/28/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat approximately 44% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The irregular-shaped project site is generally flat and will consist of a seven-story, 377-unit apartment building and three-story, 32-unit townhome project with one level of below-grade parking totaling 248 stalls. The existing site generally slopes from the northeast to southwest with approximately 8 feet of vertical relief from the high point to the low point. There is a large courtyard on the roof with decorative planters and landscaped areas interspersed throughout many of the walkways. There are also self-treating landscaped areas around the exterior of both the townhomes and apartment building.
As currently designed, the SCP divides the site into 11 DMAs. Two DMAs, which account for approximately 28% of the site, drain to flow through planter boxes. One DMA, which accounts for approximately 2% of the site, drains to a bioretention area. One DMA, which accounts for approximately 56% of the site, will drain to a media filtration system. Six DMAs, which account for 13% of the site, will drain to self-retaining landscape areas. One DMA, which accounts for less than 1% of the site, will drain to interceptor trees.
b. Self-Treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, 13% of the site will drain to self-retaining landscape areas. Approximately 28% of the site will drain to flow-through planter boxes, 2% of the site will drain to bioretention areas, and less than 1% will drain to interceptor trees.
c. Maximizing Flow to LID Features and Facilities. As currently designed, about 30% of the site will drain to LID treatment features and facilities (flow-through planter boxes and bioretention areas).
d. Constraints to Providing On-site LID. As currently designed, the majority of the project’s roof area will drain to a media filtration system. Space constraints and right-of-way conflicts preclude the project from providing 100% LID treatment. The apartment parcel is also impacted by the required right-of-way dedications and sidewalk widening. The project is utilizing 56% of its 90% LID treatment reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Coyote Creek watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-27
1007 BLOSSOM HILL RESIDENTIAL (SP21-029)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 8/18/2021; previously H21-020) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat approximately 19% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The irregular-shaped project site is generally flat and will consist of a seven-story multi-family residential building with 271 units. Areas of the site not covered by the building structure will include ground-floor perimeter walkways with landscaping. A communal courtyard on the third floors of the building will also be open to the air. The roof area and ground-floor perimeter walkways of the apartment building will drain to a media filtration system.
As currently designed the SCP divides the site into seven DMAs. One DMA, which accounts for approximately 81% of the site, will drain to a media filtration system. Six DMAs, which account for approximately 19% of the site, will drain to flow-through planter boxes.
b. Self-Treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface areas will be reduced by incorporating several areas of containerized landscaping that will provide some self-treatment. Approximately 19% of the site will drain to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, approximately 19% of the site is proposed to drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. As currently designed, the project’s roof area will drain to a media filtration system. Space constraints and right-of-way conflicts preclude the project from providing 100% LID treatment. There are numerous services adjacent to the building perimeter, including transformers and switches, sanitary sewer cleanouts, water meters, backflow preventers, and double check detector assemblies, which all require setbacks to other utilities and appurtenances. The frontage of the project does not allow for the installation of LID treatment as there are currently joint trench facilities and an existing water main that would conflict with the installation of any additional LID treatment facilities. The project is utilizing 81% of its 100% LID treatment reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-28
BAYVIEW SUZACO (H21-026)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 3/11/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was not possible to treat the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular-shaped project site is generally flat and will consist of a multileveled commercial office building on a 0.34 gross acre site. There will be one level of above-grade covered parking within the building footprint. The overall building footprint covers approximately 97% of the site and includes roof areas utilized for mechanical equipment storage and common area amenity space for residents. The entire site drains to a singular media filtration system located in the basement. Rainfall on both the fifth and seventh floor will be routed to the media filtration system.
As currently designed, the SCP consists of one DMA, which accounts for 100% of the site and drains to a media filtration system.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface areas will be reduced by incorporating several areas of containerized landscaping on the exposed roof deck that will provide some self-treatment.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 100% of the site is proposed to drain to a non-LID media filter system.
b. Constraints to Providing On-site LID. As currently designed, the entire site’s roof area drains to a media filtration system. The site’s space constraints and lacking structural infrastructure for LID preclude the project from providing 100% LID treatment. There are no ground-level plantings or treatment measures due to access and space constraints to neighboring properties. Planting areas in the podium courtyards are not feasible treatment locations due to limited surface area, cost-value engineering, and space needed for communal spaces. Green roofing and use of inset podium planters were also deemed infeasible due to podium depth, limited surface area, and ancillary features required for such surfaces. The project is utilizing 100% of its available 100% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-29
ICON / ECHO (SP21-031)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 3/18/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 65% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular shaped project site is generally flat and will consist of demolition of existing buildings and construct a residential and commercial building on a 2.10 gross acre site. There will be one level of below-grade parking and four above grade levels of parking within the buildings. Areas of the site not covered by the building structure will include ground-floor perimeter walkways with landscaping. Nearly a third of the site’s roof area drains to a media filtration system. Remaining areas will drain to flow-through planters.
As currently designed, the SCP divides the site into 12 DMAs. Two DMAs, which account for 35% of the site, drain to media filtration systems. The remaining ten DMAs, which account for 65% of the site, drain to flow-through planter boxes.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface areas will be reduced by incorporating several areas of containerized landscaping on the exposed roof deck that will provide some self-treatment. Sixty-five percent of the site will drain to flow-through planters.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 65% of the site will drain to LID treatment features and facilities (flow-through planters).
d. Constraints to Providing On-site LID. The majority of the site’s podium courtyards and roof areas drain to flow-through planters. The site’s space constraints, zero lot line building footprint, and conflicting programming and utilities preclude the project from providing 100% LID treatment.
Landscape pockets were evaluated for LID use, but their limited size, limited space for downspouts, and the challenges associated with directing runoff to these locations made the conversion infeasible. The project is utilizing approximately 65% of its available 100% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-30
1520 WEST SAN CARLOS (SP21-007)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (initial plans dated 3/19/2021, revised plans dated 10/21/21, not reported in FY 20-21) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 50% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily square-shaped project site is generally flat and will consist of two buildings: a six-story affordable housing building and an eight-story market rate housing. The project will include commercial space, 202 residential units, and a full basement and rear of the ground level of covered parking. The site contains several drainage areas that will be treated via flow-through planters, bioretention areas, and a media filtration system.
Approximately half of the site will be treated either by a flow-through planter or bioretention area and the rest by a media filtration system. About three quarters of the building’s roof runoff will be routed to flow-through planters, and into a media filtration system located in the garage. Bioretention areas are also placed on the ground floor to treat the water runoff from outdoor patio areas.
As currently designed, the SCP divides the site into seven DMAs. One DMA, which accounts for 50% of the site, drains to a media filtration system. Two DMAs, which account for 13% of the site, drain to bioretention areas. The four remaining DMAs, which account for 37% of the site, drain to flow-through planter boxes.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, thirty-seven percent of the site will drain to flow-through planter boxes and 13% of the site will drain to bioretention areas.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 50% of the site will drain to LID treatment features and facilities (flow-through planter boxes and bioretention areas). Flow- through planter boxes have been placed on the lower-level courtyard and bioretention areas have been placed on the southern end of the property to ensure that roof runoff will be treated.
d. Constraints to Providing On-site LID. As currently designed, about half of the building’s roof runoff will be directed to a media filtration system. Space constraints preclude the project from providing 100% LID treatment. Roof areas are infeasible for LID treatment due to the project’s overall construction and benefit. Due to the large building footprint, adding LID treatment areas on the ground floor in addition to the southern bioretention planters are not feasible.
Moreover, roof sloping and limited downspout constraints in more flow through planters are not cost-effective treatment approaches. The project is utilizing approximately 50% of its available 75% LID treatment reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project is near watersheds that are both private and public and lands are also not available for off-site bioretention facilities. A regional LID stormwater mitigation program is not available currently for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-31
BO TOWN PROJECT (H20-038)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 5/26/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 85% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily rectangular-shaped project site is generally flat and will consist of a 29-story building with four stories of below-grade parking, a restaurant, and 540 residential condominium units. Areas of the site not covered by the building structure will be comprised of at-grade walkways, and private balconies throughout the height of the building.
The entire building’s roof areas will be directed to media filtration systems, while at-grade hardscape areas will drain to flow-through planter boxes and tree well filters.
As currently designed, the SCP divides the site into five DMAs. One DMA, which accounts for approximately 15% of the site, drains to a media filtration system. Two of the DMAs, which account for approximately 67% of the site, drain to flow-through planter boxes. One DMA, which accounts for 1% of the site, is comprised of self-treating pervious pavement. The remaining DMA, which accounts for approximately 17% of the site, drains to tree well filters with bioretention soil media.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface areas will be reduced by incorporating several areas of containerized landscaping that will provide some self-treatment. Sixty-seven percent of the site drains to flow- through planter boxes. Seventeen percent of the site drains to tree well filters. One percent is self-treating permeable pavement.
c. Maximizing Flow to LID Features and Facilities. As currently designed, about 85% of the site will drain to LID treatment features and facilities (flow-through planter boxes, pervious pavement, and tree well filters).
d. Constraints to Providing On-site LID. As currently designed, the proposed development will be able to treat all roof and upper-level terrace runoff, except the 3rd floor runoff, via flow- through planter boxes on the 3rd floor terraces. Structural, maintenance, and space constraints preclude the project from providing 100% LID treatment. Use of permeable pavers for the rest of the site is not feasible as most of the proposed site is above a proposed underground garage. The proposed building footprint will occupy approximately 93% of the site, which limits the ground floor to pedestrian access and circulation. The project is utilizing 15% of its 100% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-32
VALLEY TITLE (H21-012)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 3/16/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was not possible to treat the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The L-shaped project site is generally flat and will consist of one 20-story building with commercial office and retail space on a 2.84 gross acre site. There will be four levels of below-grade parking within the building footprint. Areas of the site not covered by the building structure will be comprised of private balconies, bridge terrace on the twelfth floor, and courtyard terraces on the third and fifth floors. The entire site drains to a media filtration system.
As currently designed, the SCP consists of four DMAs which account for 100% of the site and drain to four media filtration systems.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will all provide some self-treatment on the ground floor and courtyards.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 100% of the site is proposed to drain to a non-LID media filter system.
d. Constraints to Providing On-site LID. As currently designed, there are no locations directly adjacent to the building that would allow for stormwater treatment directly from building downspouts. The location and design of street-level flow-through planter boxes and bioretention areas would require pumps and installing at-grade LID would reduce garage level floor heights and impact space useability. Treatment of stormwater runoff using ground-level LID treatment hardscapes such as pervious pavers is infeasible due to the underground garage located below a suspended slab at grade. The installation of these pervious paver layers would require vibratory and heavy equipment, which is not an advisable installation practice on top of a suspended slab. Space constraints also preclude the project from providing 100% LID treatment. The ground floor and courtyard amenities do not have adequate room to incorporate LID that would meet C.3.d. sizing requirements. The project is utilizing 15% of its 100% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-33
DUPONT VILLAGE (PD20-011)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 5/10/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 58% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The primarily rectangular-shaped project site is generally flat and will consist of two buildings with 689 residential units and retail space with two levels of above- grade covered parking. Areas of the site not covered by the building structure will be comprised of at-grade walkways and driveways, communal amenity terraces, and private balconies throughout the height of the building. The entire driveway will be directed to media filtration systems, while roof areas will drain to flow-through planter boxes and the surrounding perimeter will be made up of self-treating landscape areas.
As currently designed, the SCP divides the site into 32 DMAs. One DMA, which accounts for approximately 42% of the site, drains to a media filtration system. Twenty-six of the DMAs, which account for approximately 43% of the site, drain to flow-through planter boxes. Three of the DMAs, which account for 5% of the site, are comprised of self-treating landscape areas. The remaining two DMAs, which account for approximately 10% of the site, drain to self-retaining landscape areas.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, approximately 15% of the site is made up of self-treating and self-retaining landscape areas.
Forty-three percent of the site will drain to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, about 43% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. As currently designed, the entire driveway will be directed to a media filtration system. Space constraints, public storm and sewer lines running between Building A and Park Avenue, and utilities located in the driveway preclude the project from providing 100% LID treatment. The project is utilizing 42% of its 75% LID reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site LID treatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-34
681 EAST TRIMBLE (PD22-002)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 6/20/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was not possible to treat the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular project site is generally flat and will consist of five buildings with 1,443 residential units and ground floor commercial space on a 22.88 gross acre site. Areas of the site not covered by the building structure will include at-grade walkways along the building, sidewalks along streets, and a public park.
As currently designed, the site consists of 15 DMAs. Five DMAs, which account for 47% of the site, flow to media filtration systems. Six DMAs, which account for 38% of the site, flow to flow- through planter boxes. The remaining four DMAs are self-treating landscaped areas that account for 15% of the site.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface areas will be reduced by incorporating several self-treating landscaped areas that make up 15% of the site. Thirty-eight percent of the site drains to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, approximately 38% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. As currently designed, about half of the site will drain to a media filtration system. Space and fire access constraints preclude the project from providing 100% LID treatment. Much of the remaining areas are taken up by emergency vehicle access roads, sidewalks and paths for pedestrian circulation, and usable public park space. Another factor that limits the implementation of LID is the shallow storm system depths on Seely Avenue and Epic Way. The project is utilizing 47% of its 55% LID reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-35
MARKET PARK SOUTH VILLAGE (PD21-018)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project site (initial plans dated 10/14/2021) was reviewed evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 45% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-site Drainage Conditions. The primarily triangle-shaped project site is generally flat and will consist of a mixed-use development with public and private streets and open space, residential, office, and commercial multi-story building on a 61.54-gross acre site. Areas of the site not covered by the building include the garage and covered parking. Onsite drainage consists of rainwater collected from the roof and roadway areas. The site has been designed such that the public and private areas directly adjacent to the creeks and open space drain to bioretention areas and LID treatment measures. The areas located away from the open space areas will be treated with media filters.
As currently designed, the SCP divides the site into 16 DMAs. Twelve of the DMAs, which account for 55% of the site, will drain to media filtration systems. One DMA, which accounts for 22% of the site, will drain to a landscaped self-retaining area. Another DMA, which accounts for 14% of the site is comprised of a landscaped self-treating area. The remaining two DMAs, which account for 9% of the site, will drain to bioretention areas.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface areas will be reduced by incorporating several self-retaining landscaped areas that receive stormwater runoff from 22% of the site and self-treating landscaped areas that make up 14% of the site.
c. Maximizing Flow to LID Features and Facilities. As currently designed, approximately 9% of the site will drain to LID treatment features and facilities (bioretention areas).
d. Constraints to Providing On-site LID. As currently designed, the developable portion of the site will be covered with buildings, sidewalks, private and public streets, parks, and open space. The ability to treat 100% of the stormwater through landscaping is infeasible due space constraints attributable to the high-density design and lack of usable landscape onsite. The project is utilizing 55% of its 80% LID reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-36
STOCKTON OFFICE TOWER (H21-052)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project site (revised plans dated 4/22/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 14% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-site Drainage Conditions. The project site will consist of a 16-story office building with outdoor amenities on a 2.39 gross acre site. The project includes an alternative parking design consisting of four levels of underground parking, including stackers, tandem, and valet parking. More than half of the sites will drain to a media filter system. The remaining amount will drain to flow-through planter boxes.
As currently designed, the SCP divides the site into four DMAs. Two DMAs, which account for approximately 86% of the site, will drain to media filtration systems. The remaining two DMAs, which account for approximately 14% of the site, drain to flow-through planter boxes.
a. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface areas will be reduced by incorporating several areas of containerized landscaping on the ground floor, third floor, fourth floor and along the entryway to the building that will provide some self-treatment. As currently designed, 14% of the site will drain to flow-through planter boxes.
b. Maximizing Flow to LID Features and Facilities. As currently designed, approximately 14% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
c. Constraints to Providing On-site LID. More than half of the site’s roof area and ground-floor hardscape drain to media filtration systems. The site’s space constraints, underground parking garage, and proximity to a railroad right-of-way preclude the project from providing 100% LID treatment. The project is utilizing approximately 86% of its available 100% LID treatment reduction credit.
2. Off-Site LID Treatment.
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-37
BLOCK H (SP21-045)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 9/24/2021) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 5% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-site Drainage Conditions. The primarily rectangular project site is generally flat and will consist of a mixed-use development consisting of one 17-story building and one nine-story above-grade parking garage on a 1.57 gross acre site. Areas of the site not covered by the buildings include landscape areas and a shared common lower-level perimeter hardscape area. The site’s roof area and ground floor hardscapes drain to a media filtration system. Remaining areas will drain to self-retaining pervious pavement or are made up of self-treating landscape areas.
As currently designed, the SCP divides the site into nine DMAs. Four DMAs, which account for approximately 95% of the site, will drain to media filtration systems. Three of the DMAs, which account for approximately 2% of the site, drain to self-retaining pervious pavement.
The remaining two DMAs, which account for approximately 3% of the site, are made up of self-treating landscape areas.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, 2% of the site will drain to self-retaining pervious pavement and 3% of the site is made up of self-treating landscape areas.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 2% of the site will drain to self-retaining pervious pavement.
d. Constraints to Providing On-site LID. Approximately half of the site’s roof area and ground- floor hardscape drain to media filtration systems. The site’s pedestrian access and circulation preclude the project from providing 100% LID treatment. Limited depths between the ground floor and ceiling heights of the underground garage also preclude LID treatment. The project is utilizing approximately 95% of its available 100% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-38
1ST & VIRGINIA (PD21-011)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project site (revised plans dated 5/5/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 41% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-site Drainage Conditions. The primarily rectangular project site is generally flat and will be a mixed-use development consisting of one six-story building on a 1.20 gross acre site.
There will be one level for at-grade parking and retail use within the six-story building footprint. Areas of the site not covered by the buildings include small ground floor perimeter hardscape and landscape areas. Approximately half of the site’s roof area drains to a media filtration system. Remaining areas will drain to flow-through planter boxes.
As currently designed, the SCP divides the site into nine DMAs. One DMA, which accounts for approximately 53% of the site, drains to a media filtration system. Seven of the DMAs, which account for approximately 41% of the site, drain to flow-through planter boxes. The remaining DMA, which accounts for approximately 6% of the site, is made up of a self- treating landscape area.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will all provide some self-treatment on the ground floor. As currently designed, 6% of the site is made up of a self-treating landscape area.
c. Maximizing Flow to LID Features and Facilities. As currently designed, approximately 41% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID.
There are portions of the proposed building that cannot drain to LID treatment facilities due to site constraints. The buildings are situated close to the public right-of-way with limited room for LID treatment measures between the building and the right-of way on the South 1st Street and East Virginia Street frontages. On the side of the building not facing the public right-of-way, the site is bounded by proposed landscaping, utilities, vehicular access, and pedestrian circulation elements, leaving limited space for LID treatment. The project is utilizing 53% of its 75% LID reduction credits.
2. Off-Site LID Treatment.
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-39
950 & 970 WEST JULIAN STREET (H21-044)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project site (revised plans dated 2/25/22) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was feasible to treat 26% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-site Drainage Conditions. The rectangular project site is generally flat and will consist of one mixed-use eight-story building on a 1.10 gross acre site. There will be one level of at- grade covered parking within the eight-story building footprint on the ground floor. Areas of the site not covered by the buildings include small ground floor perimeter hardscape and landscape areas. More than half of the site’s roof area and ground-floor hardscapes drain to a media filtration system. Remaining areas will drain to flow-through planter boxes.
As currently designed, the SCP divides the site into four DMAs. One DMA, which accounts for approximately 74% of the site, drains to a media filtration system. The remaining three DMAs, which account for 26% of the site, drain to flow-through planter boxes.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will all provide some self-treatment on the ground floor. As currently designed, 26% of the site will drain to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, approximately 26% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. More than half of the site’s roof area and ground-floor hardscape drain to media filtration systems. The site’s space constraints, plumbing conflicts, and grading requirements preclude the project from providing 100% LID treatment. Limited depths between the ground floor and ceiling heights of the underground garage also preclude LID treatment. The project is utilizing approximately 74% of its available 75% LID treatment reduction credit.
2. Off-Site LID Treatment.
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-40
EAST SANTA CLARA MIXED USE (H21-029)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project site (revised plans dated 3/1/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 94% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular shaped project site is generally flat and will consist of an eight-story mixed-use development on a 0.42 gross acre site. The building covers 87% of the entire site. Areas of the site not covered by the building structure will include ground-floor perimeter walkways with landscaping. A communal courtyard on the ground and second floors of the building will also be open to the air. Nearly 79% of the site’s roof area drains to flow-through planters. Remaining areas will mostly drain to media filtration systems, self-retaining pervious pavement systems, and self-retaining landscape areas.
As currently designed, the SCP divides the site into nine DMAs. One DMA, which accounts for 6% of the site, drains to a media filtration system. Three DMAs, which account for 79% of the site, drain to flow-through planter boxes. Another three DMAs, which account for 12% of the site, drain to self-retaining pervious pavement. One DMA, which accounts for 2% of the of the site, drains to a self-retaining landscape area. The remaining DMA, which accounts for 1% of the site, is made up of a self-treating landscape area.
a. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, 2% of the site will drain to self-retaining landscape areas. One percent is made up of a self- treating area, and 12% will drain to self-retaining pervious pavement.
b. Maximizing Flow to LID Features and Facilities. As currently designed, 91% of the site will drain to LID treatment features and facilities (pervious pavement and flow-through planter boxes).
c. Constraints to Providing On-site LID. Most of the site’s roof area drains to flow-through planters.
The site’s ADA requirements and space constraints preclude the project from providing 100% LID treatment. The project is utilizing approximately 6% of its available 100% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Coyote Creek watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is currently not available for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-41
FOUNTAIN ALLEY (H20-037)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans submitted 4/8/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was not possible to treat the C.3.d amount of runoff with LID treatment. The findings of this review are presented below. a. On-Site Drainage Conditions. The rectangular-shaped project site is generally flat and will consist of a 21-story building with retail, office, and residential programming and four stories of below-grade parking. Areas of the site not covered by the building structure will be comprised of landscaped plaza and alleys with designated recreational space. The building’s roof and ground-floor areas will be directed to media filtration systems.
As currently designed, the SCP consists of two DMAs which account for 100% of the site and drain to media filtration systems.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surface areas will be reduced by incorporating several areas of containerized landscaping in the urban room area and along the pathway that will provide some self- treatment. The design team has opted to include the green roof as a site design measure to minimize impervious surface area.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 100% of the site is proposed to drain to a non-LID media filter system.
d. Constraints to Providing On-site LID. Space, structural, and utility constraints preclude the project from providing 100% LID treatment. Treatment of stormwater runoff using ground-level LID treatment hardscapes such as pervious pavers is infeasible because of the underground garage located below a suspended slab at grade. Floor heights on the basement levels are sized to provide adequate clearance for loading trucks, accessible vans, and mechanical equipment. The added structural depth needed for pervious pavement due to the additional dead load would significantly impact the garage floor heights and useable space. In addition, the installation of these pervious pavement layers would require vibratory and heavy equipment, which is not an advisable installation practice on top of a suspended slab. The project is utilizing 100% of its LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site LID treatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-42
WEST SAN CARLOS MIXED USE (CP20-020)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 3/18/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 70% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular shaped project site is generally flat and will consist of an eight-story mixed use development on a 1.23 gross acre site. There will be one level of below-grade parking. Areas of the site not covered by the building structure will include ground-floor perimeter walkways with landscaping. Nearly a third of the site’s roof area drains to a media filtration system. Remaining areas will drain to a flow-through planter and a pervious pavement system.
As currently designed, the SCP divides the site into three DMAs. One DMA, which accounts for 30% of the site, drains to a media filtration system. One DMA, which accounts for 58% of the site, drains to a flow-through planter. The remaining DMA, which accounts for 12% of the site, is comprised of self-treating pervious pavement.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, 12% of the site will be made up of a pervious pavement system. Fifty-eight percent of the site will drain to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 70% of the site will drain to LID treatment features and facilities (pervious pavement and flow-through planters).
d. Constraints to Providing On-site LID. Most of the site’s roof area drains to flow-through planters.
The site’s lack of existing storm drain system along Brooklyn Avenue and Boston Avenue, space constraints, and open space requirements preclude the project from providing 100% LID treatment. The project is utilizing approximately 30% of its available 45% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-43
KELSEY AYER STATION (H20-005/AD21-239)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 5/25/2022; previously H19-019) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat 21% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular shaped project site is generally flat and will consist of a six-story residential development on a 0.47 gross acre site. The project building covers 85% off the total site area. There will be one level of at-grade parking located inside the building. Areas of the site not covered by the building structure will include ground-floor perimeter walkways with landscaping. Nearly all the site’s roof area drains to a media filtration system. Remaining areas will drain to a flow-through planter or will consist of a self-treating landscape area.
As currently designed, the SCP divides the site into four DMAs. One DMA, which accounts for 79% of the site, drains to a media filtration system. Another DMA, which accounts for 19% of the site, drains to a flow-through planter box. The remaining two DMAs, which accounts for 2% of the site, is comprised of a self-treating landscape area.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, 2% the site will be made up of self-treating areas.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 21% of the site will drain to LID treatment features and facilities (flow-through planter boxes).
d. Constraints to Providing On-site LID. Space, structural, and utility constraints preclude the project from providing 100% LID treatment. As currently designed, the majority of the site will drain to a media filtration system. Approximately 79% of the site will be occupied by the building and LID treatment facilities located along the perimeter of the building would create potential obstruction with fire access. Due to conflicts with potential fire ladder pad locations at the podium level, additional LID treatment is currently not deemed feasible. The project is utilizing approximately 79% of its available 90% LID treatment reduction credit.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-44
420 SOUTH 2ND STREET (SP21-019)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 3/4/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was not possible to treat the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-Site Drainage Conditions. The rectangular shaped project site is generally flat and will consist of two mixed-use towers on a 1.07 gross acre site. Tower A will be 20 stories tall, and Tower B will be 22 stories tall. There will be a parking garage located on the first floor. The project building covers 98% of the total site area. Most of the site’s roof area drains to a media filtration system. Remaining areas are comprised of self-treating landscaped areas.
As currently designed, the SCP divides the site into six DMAs. Two DMAs, which account for 93% of the site, drain to media filtration systems. The remaining four DMAs, which account for 7% of the site, are made up of self-treating landscape areas.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, 7% of the site will drain to self-treating landscape areas.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 93% of the site is proposed to drain to a non-LID media filter system.
d. Constraints to Providing On-site LID. Space, structural, and utility constraints preclude the project from providing 100% LID treatment. Approximately 93% of the site will be occupied by the building and its podiums, limiting the amount of available space for LID treatment measures. The project is utilizing 93% of its available 100% LID reduction credits.
2. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-45
420 SOUTH 3RD STREET (SP21-020)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (revised plans dated 5/25/2022; not reported in FY 19-20) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it is not possible to treat the C.3.d amount of runoff with LID treatment. The findings of this review are presented below.
a. On-site Drainage Conditions. The primarily square-shape project site is generally flat and will be a mixed-use development consisting of one 22-story building on a 0.48 gross acre site. Areas of the site not covered by the buildings include at-grade level perimeter hardscape and landscape areas. The majority of the site’s roof area drains to a media filtration system. Remaining areas will drain to self-treating landscape areas.
As currently designed, the SCP divides the site into three DMAs. One DMA, which accounts for approximately 93% of the site, will drain to media filtration system. The remaining two DMAs, which account for approximately 7% of the site, are made up of self-treating landscape areas.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, impervious surfaces will be reduced by incorporating several areas of landscaping that will all provide some self-treatment on the ground floor. Seven percent of the site will drain to self-treating landscape areas.
c. Maximizing Flow to LID Features and Facilities. As currently designed, 7% of the site will drain to self-treating landscape areas.
d. Constraints to Providing On-site LID. The majority of the site’s roof area drains to media filtration systems. The site’s underground parking and space constraints preclude the project from providing 100% LID treatment. The project is utilizing approximately 93% of its available 100% LID treatment reduction credit.
2. Off-Site LID Treatment.
Off-site LID treatment will not be used because the project proponent has not proposed to use another site within the Guadalupe River watershed to accommodate in perpetuity off-site biotreatment facilities to treat runoff for this project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-46
1312 EL PASEO DE SARATOGA & 1777 SARATOGA AVENUE – MIXED-USE VILLAGE (PD20-006)
1. Feasibility/Infeasibility of Onsite LID Treatment
The project (approved plans dated 6/21/2022) was reviewed to evaluate the possibility of providing 100% LID treatment. The results of this review showed that it was possible to treat approximately 55% of the C.3.d amount of runoff with LID treatment. The findings of this review are presented below
a. On-Site Drainage Conditions. The rectangular shaped project site is generally flat and will consist of one nine-story building, one 12-story building, two ten-story buildings, and two 11- story buildings for a mixed-use development on a 10.76-gross acre site. The buildings cover 27% of the entire site. Areas of the site not covered by the building structure will include amenities such as landscaping, a fountain, spectator seating, outdoor restaurant seating and benches, meandering pedestrian pathways, garden terraces, dog park, and a game lawn. Ground floor commercial uses include outdoor seating in a main street concept to promote a walkable experience. Approximately half of the site’s roof area drains to bioretention areas. Remaining areas will mostly drain to media filtration systems. The remainder of the site will drain to or consist of tree filters with bioretention soil, flow-through planter boxes, self-retaining pervious pavement, and self-treating landscape areas.
As currently designed, the SCP divides the site into 22 DMAs. Thirteen DMAs, which account for approximately 38% of the site, drain to bioretention areas. One DMA, which accounts for 1% of the site, drains to a tree filter with bioretention soil. One DMA, which accounts for approximately 7% of the site, is made up of a self-treating landscape area. Two DMAs, which account for approximately 4% of the site, will drain to flow-through planter boxes. One DMA, which accounts for approximately 5% of the site, will drain to self-retaining pervious pavement.
The remaining four DMAs, which account for 45% of the site, drain to media filtration systems.
b. Self-treating and Self-Retaining Areas and LID Treatment Measures. As currently designed, approximately 7% of the site is comprised of landscaped self-treating areas and approximately 5% of the site will drain to self-retaining pervious pavement. Thirty-eight percent of the site will drain to bioretention areas, approximately 1% of the site will drain to a tree filter with bioretention soil, and four percent of the site will drain to flow-through planter boxes.
c. Maximizing Flow to LID Features and Facilities. As currently designed, approximately 48% of the site will drain to LID treatment features and facilities (bioretention areas, tree filter with bioretention soil, flow-through planter boxes, and pervious pavement).
d. Constraints to Providing On-Site LID. As currently designed, less than half of the site will be treated by media filtration systems. Much of the proposed at-grade and podium elements are designed to provide usable open space, inviting pedestrian access and facilitating circulation throughout the development. The use of flow-through planters to treat remaining roof area which would conflict with the design concept. By treating the podium through media filtration systems, the project can accommodate more recreational space on the podium for residents.
In addition, the at-grade podium level cannot be treated by LID measure because depressing the slab for treatment will impact garage vertical clearances and plumbing . The project is utilizing 45% of its 55% LID reduction credits.
3. Off-Site LID Treatment
Off-site LID treatment will not be used because the project proponent does not own or otherwise control land within the same watershed of the project. A regional LID stormwater mitigation program is not available at this time for the project to use in-lieu C.3 compliance.
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-47
This page is intentionally left blank
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-48
Provision C.4.b.iii. Potential Facilities List
Provision C.4.d.iii.(2)(e) Non-Filers
FY 2021-2022 Annual Report Appendix 4.1 and 4.2
Permittee Name: City of San José
A-49
Provision C.4.b.iii Potential Facilities List
Provision C.4.d.iii.(2)(e) Non-Filers
Provision C.4.b.iii Potential Facilities List
There are a total of 7,423 facilities subject to inspection in San José. A complete list of these facilities (Appendix 4-1: Potential Facilities List), including their location and type is available on the City’s Environmental Services Department Stormwater Management Reports website at https://www.sanjoseca.gov/home/showpublisheddocument/87947/637939038568600000
Provision C.4.d.iii.(2)(e) Non-Filers
There are a total of 21 facilities inspected in FY 20-21 that may need to file an NOI based solely on their SIC code or based on their SIC code and equipment maintenance/cleaning activities. A complete is list of these facilities (Appendix 4-2: Facilities Requiring Coverage under IGP but Have Not Filed), including their location and SIC code, is available on the City’s Environmental Services Department Stormwater Management Reports website
at
https://www.sanjoseca.gov/home/showpublisheddocument/87949/637939038575170000 FY 2020-2021 Annual Report Appendix 10.1
Permittee Name: City of San José
A-50
Changes between 2009 and FY 21-22 in Trash Generation by TMA as a Result of Full Capture Systems and Other Measures
FY 2020-2021 Annual Report Appendix 10.1
Permittee Name: City of San José
A-51
TMA
2009 Baseline Trash Generation
(Acres)
Trash Generation (Acres) in FY 21-22
After Accounting for Full Capture
Systems
Jurisdiction
-wide
Reduction
via Full
Capture
Systems
(%)
Trash Generation (Acres) in FY 21-22
After Accounting for Full Capture
Systems and Other Control Measures
Jurisdictio
n-wide
Reduction
via Other
Control
Measures
(%)
Jurisdiction
-wide
Reduction
via Full
Capture
AND Other
Control
Measures
(%)
L M H VH Total L M H VH Total L M H VH Total
1 3,341 4,934 2,771 52 11,098 10,396 576 123 3 11,098 47.6% 10,396 576 123 3 11,098 0.0% 47.6% 2 316 761 199 3 1,279 686 492 101 0 1,279 2.1% 885 350 43 0 1,279 1.1% 3.3% 3 933 646 182 15 1,776 987 608 166 15 1,776 0.3% 1,109 597 71 0 1,776 1.8% 2.1% 4 4,100 1,688 113 0 5,901 4,258 1,534 110 0 5,901 0.5% 4,769 912 205 16 5,901 0.2% 0.7% 5 1,777 1,329 414 6 3,526 1,860 1,270 392 5 3,526 0.5% 2,096 1,351 77 2 3,526 3.7% 4.2% 6 7,014 291 68 0 7,373 7,024 290 58 0 7,373 0.1% 7,069 302 2 0 7,373 0.7% 0.8% 7 1,468 766 99 1 2,334 1,510 724 99 1 2,334 0.1% 1,737 460 137 0 2,334 0.4% 0.5% 8 4,528 685 147 0 5,360 4,566 660 135 0 5,360 0.2% 4,904 446 9 0 5,360 2.2% 2.4% 9 7,559 736 191 0 8,486 7,576 725 186 0 8,486 0.1% 7,820 630 36 0 8,486 2.1% 2.2% 10 27,522 499 77 0 28,098 27,530 494 74 0 28,098 0.1% 27,779 303 16 0 28,098 1.3% 1.3% 11 4,677 626 136 1 5,440 4,703 606 131 1 5,440 0.1% 4,890 505 45 0 5,440 1.4% 1.5% 12 12,850 392 116 0 13,358 12,856 387 115 0 13,358 0.0% 13,078 280 0 0 13,358 1.7% 1.8% 13 3,430 282 1 0 3,713 3,430 282 1 0 3,713 0.0% 3,473 240 0 0 3,713 0.1% 0.1% Totals
* 79,515 13,635 4,514 78 97,742 87,382 8,648 1,691 25 97,742 51.7%** 90,005 6,952 764 21 97,742 16.7% 68.5% * Due to rounding, totals may not equal the sum of the rows above. ** The total % reduction from full capture does not include the 2.0% reduction associated with full capture systems treating 658 acres of non-jurisdictional public K-12 school, college and university areas that are generating moderate, high, or very high levels of trash FY 2021-2022 Annual Report Appendix 10.2
Permittee Name: City of San José
10-52
C.10.f.viii Additional Creek and Shoreline Calculation and Cleanups FY 2021-2022 Annual Report Appendix 10.2
Permittee Name: City of San José
10-53
10% CAP
10:1 (0.1) offset
1% Reduction Offset (Volume) = 24,876
% Reduction = 11.4
Applying 10% cap, total becomes 10%
ADDITIONAL CREEK AND SHORELINE CLEANUPS FY 21-22
Sites Cleaned Twice or More
Location Cleanup
Date
Group Total
Tons
Cubic
Yards
How
many
times?
Guadalupe River at Julian St. and W.
Saint John St. Bridge
7/17/2021 SBCCC 3.12 35.95 1
Guadalupe at W. Saint John St. Bridge 11/17/2021 SBCCC 1.50 17.28 1 Guadalupe at W. Saint John St. Bridge 3/2/2022 SBCCC 2.50 28.81 1 Guadalupe at W. Saint John St. Bridge 4/6/2022 SBCCC 0.50 5.76 1 Guadalupe @ W. Saint John SUBTOTAL 7.62 87.80 4
Guadalupe River at Coleman St. 7/21/2021 SBCCC 2.50 28.81 1 Guadalupe River at Coleman St. 4/7/2022 SBCCC 3.00 34.57 1 Guadalupe River at Coleman St. 6/15/2022 SBCCC 0.59 6.80 1 Guadalupe @ Coleman SUBTOTAL 6.09 70.17 3
Los Gatos Creek at Auzerais St. 8/21/2021 SBCCC 3.00 34.57 1 Los Gatos Creek at Home St. 7/28/2021 SBCCC 1.50 17.28 1 Los Gatos Creek @ Auzerais/ Home SUBTOTAL 4.50 51.85 2 Los Gatos Creek at Bascom Ave. 9/11/2021 SBCCC 4.00 46.09 1 Los Gatos Creek at Bascom Ave. 4/1/2022 SBCCC 0.76 8.76 1 Los Gatos Creek @ Bascom SUBTOTAL 4.76 54.85 2
Los Gatos Creek at Lonus Street 8/4/2021 SBCCC 2.00 23.05 1 Los Gatos Creek at Lonus Street 2/23/2022 SBCCC 3.00 34.57 1 Los Gatos Creek @ Lincoln/Lonus SUBTOTAL 5.00 57.61 2 Los Gatos Creek at Santa Clara Street
Bridge
9/22/2021 SBCCC 1.25 14.40 1
Los Gatos Creek at Delmas Ave. 10/20/2021 SBCCC 3.00 34.57 1 Additional Creek and Shoreline Cleanups
Tons from KCCB, SBCCC, CCAG,
Contractor 141
Cubic Yards from KCCB, SBCCC, CCAG,
Contractor 1,629
Gallons from KCCB, SBCCC, CCAG,
Contractor 282,730
FY 2021-2022 Annual Report Appendix 10.2
Permittee Name: City of San José
10-54
Location Cleanup
Date
Group Total
Tons
Cubic
Yards
How
many
times?
Los Gatos Creek at Delmas Ave. 2/9/2022 SBCCC 1.50 17.28 1 Los Gatos Creek at Delmas Ave. 6/4/2022 SBCCC 3.35 38.60 1 Los Gatos Creek @ Santa
Clara/Delmas
SUBTOTAL 9.10 104.86 4
Tully Baseball Fields 8/7/2021 KCCB 1.84 21.20 1
Tully Baseball Fields 12/11/2021 KCCB 3.63 41.83 1
Tully Baseball Fields 1/29/2022 KCCB 2.25 25.93 1
Tully Baseball Fields 4/2/2022 KCCB 1.65 19.01 1
Coyote Creek @ Tully SUBTOTAL 9.37 107.97 4
Singleton Crossing 1/15/2022 KCCB 3.72 42.86 1
Singleton Crossing 4/16/2022 KCCB 2.72 31.34 1
Singleton Rd./ Capitol Expwy 5/21/2022 CCAG 0.64 7.37 1 Coyote Creek @
Tuers/Singleton/Capitol
SUBTOTAL 7.08 81.58 3
Watson Park 9/4/2021 KCCB 0.04 0.46 1
Watson Park 12/4/2021 KCCB 3.38 38.95 1
Watson Park 3/26/2022 KCCB 3.90 44.88 1
Watson Park 6/18/2022 KCCB 1.63 18.78 1
Coyote Creek @ Watson Park SUBTOTAL 8.95 103.07 4
Olinder School 7/28/2021 KCCB 0.73 8.41 1
Olinder Dog Park 10/30/2021 KCCB 6.80 78.35 1
Olinder Dog Park 2/12/2022 KCCB 3.06 35.26 1
Olinder Dog Park 4/23/2022 KCCB 3.43 39.52 1
Coyote Creek @ Olinder/William Street
Park
SUBTOTAL 14.02 161.55 4
Guadalupe River at West Virginia
Street
7/10/2021 SBCCC 3.00 34.57 1
Guadalupe River at Virginia Street 9/11/2021 SBCCC 2.60 29.96 1 Guadalupe River at Virginia Street 10/6/2021 SBCCC 1.75 20.16 1 Guadalupe River at West Virginia
Street
11/3/2021 SBCCC 1.50 17.28 1
Guadalupe River at West Virginia
Street
11/10/2021 SBCCC 2.00 23.05 1
Guadalupe River at West Virginia
Street
12/15/2021 SBCCC 1.00 11.52 1
Guadalupe River at West Virginia
Street at Harliss
1/12/2022 SBCCC 1.50 17.28 1
Guadalupe River at West Virginia
Street at Harliss
1/26/2022 SBCCC 1.90 21.89 1
Guadalupe River at West Virginia
Street at Harliss
2/2/2022 SBCCC 2.50 28.81 1
Guadalupe River at West Virginia
Street
2/18/2022 SBCCC 0.91 10.49 1
Guadalupe River at West Virginia
Street
3/16/2022 SBCCC 1.30 14.98 1
FY 2021-2022 Annual Report Appendix 10.2
Permittee Name: City of San José
10-55
Location Cleanup
Date
Group Total
Tons
Cubic
Yards
How
many
times?
Guadalupe River at Virginia Street 4/30/2022 SBCCC 1.40 16.13 1 Guadalupe @ West Virginia St SUBTOTAL 21.36 246.13 12 Los Gatos Creek at San Fernando
Bridge
9/29/2021 SBCCC 1.50 17.28 1
Los Gatos Creek at VTA Bridge on
Barack Obama Avenue
1/8/2022 SBCCC 2.50 28.81 1
Los Gatos Creek at Barack Obama
Ave.
3/5/2022 SBCCC 3.75 43.21 1
Los Gatos Creek at San Fernando
Bridge
3/9/2022 SBCCC 0.63 7.26 1
Los Gatos Creek @ San Fernando SUBTOTAL 8.38 96.56 4
Coyote Creek at Story Rd. 3/23/2022 Contractor 0.70 8.07 1 Coyote Creek at Story Rd. 3/29/2022 Contractor 0.83 9.56 1 Coyote Creek at Story Rd. 4/6/2022 Contractor 0.79 9.10 1 Coyote Creek at Story Rd. 4/12/2022 Contractor 1.40 16.13 1 Coyote Creek at Story Rd. 4/13/2022 Contractor 1.07 12.33 1 Coyote Creek at Story Rd. 4/19/2022 Contractor 1.07 12.33 1 Coyote Creek at Story Rd. 4/20/2022 Contractor 0.87 10.02 1 Coyote Creek at Story Rd. 4/26/2022 Contractor 0.81 9.33 1 Coyote Creek at Story Rd. 4/27/2022 Contractor 0.80 9.22 1 Coyote Creek at Story & Senter Rd. 5/7/2022 KCCB 0.94 10.83 1 Coyote Creek @ Story Rd. SUBTOTAL 9.28 106.93 10
Coyote Creek at Yerba Buena High
School
2/26/2022 KCCB 4.97 57.27 1
Coyote Creek at Yerba Buena High
School
3/5/3033 KCCB 4.22 48.63 1
Coyote Creek at Yerba Buena High
School
5/21/2022 KCCB 3.43 39.52 1
Coyote Creek at Yerba Buena High
School
6/4/2022 KCCB 3.34 38.49 1
Coyote Creek at Phelan Ave./ Roberts
Ave.
6/22/2022 Contractor 0.67 7.72 1
Coyote Creek @ Yerba Buena High
School
SUBTOTAL 16.63 191.62 5
Hellyer Park 9/25/2021 KCCB 0.45 5.19 1
Hellyer Park 4/28/2022 KCCB 0.04 0.46 1
Coyote Creek @ Hellyer Park SUBTOTAL 0.49 5.65 2
Coyote Creek at Notting Hill Dr. 5/4/2022 SBCCC 1.00 11.52 1 Coyote Creek at Notting Hill Dr. 5/14/2022 SBCCC 4.00 46.09 1 Coyote Creek @ Notting Hill SUBTOTAL 5.00 57.61 2
Guadalupe River at Rubino Park 4/5/2022 SBCCC 2.24 25.81 1 Guadalupe River at Rubino Park 6/15/2022 SBCCC 1.50 17.28 1 Guadalupe River @ Rubino Park SUBTOTAL 3.74 43.10 2
FY 2021-2022 Annual Report Appendix 10.2
Permittee Name: City of San José
10-56
Location Cleanup
Date
Group Total
Tons
Cubic
Yards
How
many
times?
Sites Cleaned Twice or More TOTAL 141 1,629 65
Creek Partner Cleanups FY 21-22
Keep Coyote Creek Beautiful Cleanups
Date Location Volunteers Tons Cubic
Yards
7/28/2022 Olinder School 27 0.73 8.41
8/7/2021 Tully Baseball Fields 39 1.84 21.20
9/4/2021 Watson Park 11 0.04 0.43
9/18/2021 Viet Heritage Garden, Roberts Ave 52 3.86 44.48 9/25/2021 Hellyer Park 116 0.45 5.19
10/30/2021 Olinder Dog Park 112 6.8 78.35
12/4/2021 Watson Park 36 3.38 38.95
12/11/2021 Tully Baseball Fields 56 3.63 41.83
1/15/2022 Singleton Crossing 33 3.72 42.86
1/29/2022 Tully Baseball Fields 69 2.25 25.93
2/12/2022 Olinder Dog Park 31 3.06 35.26
2/26/2022 Yerba Buena High School 53 4.97 57.27
3/5/2022 Yerba Buena High School 44 4.22 48.63
3/26/2022 Watson Park 58 3.90 44.88
4/2/2022 Tully Baseball Fields 39 1.65 19.01
4/16/2022 Singleton Crossing 48 2.72 31.34
4/23/2022 Olinder Dog Park 68 3.43 39.52
4/28/2022 Hellyer Park 26 0.04 0.46
5/7/2022 Story & Senter Rd 22 0.94 10.83
5/21/2022 Yerba Buena High School 29 3.43 39.52
6/4/2022 Yerba Buena High School 25 3.34 38.49
6/18/2022 Watson Park 25 1.63 18.78
TOTAL 892 60 692
South Bay Clean Creeks Coalition Cleanups
Date Location Volunteers Tons Cubic
Yards
7/10/2021 TEAM 222 on Guadalupe River at West
Virginia on West Bank
37 3.00 34.57
FY 2021-2022 Annual Report Appendix 10.2
Permittee Name: City of San José
10-57
Date Location Volunteers Tons Cubic
Yards
7/14/2021 Midweek on Guadalupe River Trail from
Delmas to Santa Clara
11 2.18 25.12
7/17/2021 Trash Punx and SBCCC on Guadalupe River
at Julian and St John's Bridges
93 3.12 35.95
7/21/2021 Mid Week Clean up on Guadalupe River at
Coleman and Autumn
19 2.50 28.81
7/28/2021 Mid- Week Clean up on Los Gatos Creek at
Home Street
21 1.50 17.28
8/4/2021 Mid- Week Clean up on Los Gatos Creek at
Lonus Street
17 2.00 23.05
8/11/2021 Mid Week Clean up on Guadalupe River at
West Virginia
18 2.00 23.05
8/18/2021 Mid Week Clean up on Guadalupe River at
Trail on San Fernado to Park
20 1.00 11.52
8/21/2021 Los Gatos Creek at Auzerais with D6 and
Hapa's
43 3.00 34.57
8/25/2021 Mid-week Cleanup on Guadalupe River at
Autumn Court
10 1.50 17.28
9/1/2021 Midweek on Guadalupe River Trail in GR Park 12 1.34 15.44 9/11/2021 TEAM 222 on Los Gatos Creek at Bascom
Avenue entrance to trail
58 4.00 46.09
9/11/2021 TEAM 222 with Apple on Guadalupe River at
Virginia Street
21 2.60 29.96
9/22/2021 Mid-Week Cleanup Event on Los Gatos Creek
at Santa Clara Street Bridge
11 1.25 14.40
9/29/2021 Mid-week Cleanup at VTA San Fernando
Bridge on Los Gatos Creek
13 1.50 17.28
10/6/2021 Mid-week Cleanup on Guadalupe River at
Virginia Street
16 1.75 20.16
10/13/2021 Mid-Week Cleanup on Guadalupe River at
Willow Street
41 1.50 17.28
10/20/2021 Mid-Week Cleanup on Los Gatos Creek at
Delmas - Downtown San Jose
21 3.00 34.57
10/27/2021 Mid-Week Cleanup on Guadalupe at Captial
Expressway
12 3.00 34.57
10/30/2021 Cleanup with Swim South Bay and Bellarmine
School at Blackford Elementary on Los Gatos
Creek
75 3.50 40.33
11/3/2021 Guadalupe River at West Virginia Street 27 1.50 17.28 11/6/2021 Guadalupe River in GRCP at Taylor - One
Million Pound Event
70 3.00 34.57
11/10/2021 Guadalupe River at West Virginia Street 21 3.00 34.57 11/15/2021 SJSU at Creekside Way on LGC 10 0.75 8.64
11/17/2021 Mid-week Cleanup on Guadalupe at Saint
Johns Bridge
21 1.50 17.28
11/18/2021 Cleanup on Guadalupe River at Rubino Park
with Hillbook School
45 0.75 8.64
12/4/2021 Cleanup on Guadalupe River at Julian Bridge
(Google, Boy and Girl Scouts)
53 1.50 17.28
FY 2021-2022 Annual Report Appendix 10.2
Permittee Name: City of San José
10-58
Date Location Volunteers Tons Cubic
Yards
12/8/2021 Cleanup on Guadalupe River at Foxworthy 8 1.00 11.52 12/15/2021 Mid-Week Cleanup on Guadalupe River at
East Virginia
15 1.00 11.52
1/8/2022 TEAM 222 on Los Gatos Creek at VTA Bridge
on Barack Obama Avenue
37 2.50 28.81
1/12/2022 Mid-Week Cleanup on Guadalupe River at
East Virginia at Harliss
13 1.50 17.28
1/19/2022 Mid-Week Cleanup Event On Los Gatos
Creek at Hamilton Place
18 3.00 34.57
1/26/2022 Mid-Week Cleanup on Guadalupe River at
East Virginia at Harliss
17 1.90 21.89
2/2/2022 Mid-Week Cleanup on Guadalupe River at
East Virginia at Harliss
14 2.50 28.81
2/9/2022 Mid-Week at Delmas on the Los Gatos Creek 11 1.50 17.28 2/18/2022 Cleanup with Nuevo School on Guadalupe at
Harliss
78 0.91 10.49
2/23/2022 Mid-Week Cleanup on LGC at Lonus Street
Bike Trail
19 3.00 34.57
3/2/2022 Mid-Week at Saint John's Bridge on
Guadalupe River
8 2.50 28.81
3/5/2022 Cleanup at 24 Barack Obama on Los Gatos
Creek
54 3.75 43.21
3/9/2022 Cleanup at San Fernando VTA Bridge 10 0.63 7.26 3/12/2022 TEAM 222 Cleanup at SJFD Training Station on
Los Gatos Creek
54 2.35 27.08
3/16/2022 Midweek cleanup at Virginia Street/Harliss -
Trash Raft on Gaudalupe River
12 1.30 14.98
4/1/2022 Cleanup on Los Gatos Creek at Bascom
Avenue
17 0.76 8.76
4/5/2022 Cleanup at Rubino Park on Guadalupe River
with Saint Anthony's School
50 2.24 25.81
4/6/2022 Cleanup with Hillbrook School at St John's
Bridge - Guadalupe River
20 0.50 5.76
4/7/2022 Cleanup with Astera Labs at Coleman on
Guadalupe River
30 3.00 34.57
4/30/2022 Cleanup at Virginia Street on Guadalupe
River
35 1.40 16.13
5/4/2022 Midweek Cleanup at Notting Hill Drive -
Coyote Creek
6 1.00 11.52
5/14/2022 TEAM 222 at Notting Hill Drive on Coyote
Creek
60 4.00 46.09
6/4/2022 Cleanup at Delmas Avenue on Los Gatos
Creek
51 3.35 38.60
6/15/2022 Midweek Cleanup on Guadalupe at Rubino
Park
40 1.50 17.28
TOTAL 1,493 104 1,202
Creek Connections Action Group Cleanups
FY 2021-2022 Annual Report Appendix 10.2
Permittee Name: City of San José
10-59
Date Location Volunteers Tons Cubic
Yards
5/21/2022 Coyote Creek at Singleton Rd./ Capitol
Expwy
41 0.64 7.37
TOTAL 1 41 1 7
Contractor Cleanups
Date Location Tons Cubic
Yards
3/23/2022 Coyote Creek at Story Rd. 0.70 8.07
3/29/2022 Coyote Creek at Story Rd. 0.83 9.56
3/30/2022 Guadalupe River u/s of W. San Carlos St. 0.31 3.55 4/6/2022 Coyote Creek at Story Rd. 0.79 9.10
4/12/2022 Coyote Creek at Story Rd. 1.40 16.13
4/13/2022 Coyote Creek at Story Rd. 1.07 12.33
4/19/2022 Coyote Creek at Story Rd. 1.07 12.33
4/20/2022 Coyote Creek at Story Rd. 0.87 10.02
4/26/2022 Coyote Creek at Story Rd. 0.81 9.33
4/27/2022 Coyote Creek at Story Rd. 0.80 9.22
5/4/2022 Guadalupe River upstream (south) of SJC28 0.32 3.63 5/18/2022 Coyote Creek u/s of HWY 101 adjacent to Watson Park 1.91 21.97 6/1/2022 Guadalupe River at Woz Way 0.83 9.55
6/1/2022 Guadalupe River upstream of Woz Way to 280 1.14 13.18 6/8/2022 Los Gatos Creek at Santa Clara St. (adjacent to Arena Green Park) 0.32 3.66
6/8/2022 Los Gatos Creek downstream of Santa Clara St. (adjacent to Arena Green Park) 0.11 1.21
6/15/2022 Guadalupe River downstream of Coleman Ave. 0.59 6.84 6/22/2022 Coyote Creek, adjacent to Kelley Park at Phelan Ave/Roberts (near Yerba Buena High) 0.67 7.78
TOTAL 18 15 168
CREEK PARTNERS TOTALS
Partners Volunteers Tons Cubic Yards
KCCB & SBCCC 2,385 164 1,894
KCCB, SBCCC, CCAG,
Contractor
2,402 180 2,069
FY 2021-2022 Annual Report Appendix 10.3
Permittee Name: City of San José
10-60
C.10.f.ix Direct Discharge Trash Control Program Calculation and Cleanups FY 2021-2022 Annual Report Appendix 10.3
Permittee Name: City of San José
10-61
Direct Discharge Trash Control Program Gallons Cubic
Yards Tons
BeautifySJ Encampment Trash Removal
Program 864,000 4,978 432
TOTAL 864,000 4,978 432
15% CAP
10:1 (0.1) offset
1% Reduction Offset (Volume) = 24,876
% Reduction = 34.7%
Applying 15% cap, total becomes 15%
DIRECT DISCHARGE TRASH CONTROL PROGRAM CLEANUP TOTALS FY 21-22
BeautifySJ Encampment Trash Removal Program Cleanups*
Date Location Cleanups Gallons Cubic
Yards
Tons
7/1/2021 Roosevelt Park 1 60.00 0.35 0.03
7/1/2021 at Olinder 1 60.00 0.35 0.03
7/1/2021 Guadalupe River Trail, Ruff Dr 1 60.00 0.35 0.03 7/1/2021 Autumn Parkway 1 60.00 0.35 0.03
7/1/2021 Julian Street Bridge, Autumn Ct 1 60.00 0.35 0.03 7/2/2021 Lower Silver Creek at Story Rd 1 560.00 3.23 0.28 7/2/2021 Aborn 1 560.00 3.23 0.28
7/2/2021 Upper Penitencia Creek and Mabury
Rd 1 560.00 3.23 0.28
7/2/2021 Upper Penitencia Creek at N Jackson
Ave 1 560.00 3.23 0.28
7/2/2021 Upper Penitencia Creek at Piedmont
Rd 1 560.00 3.23 0.28
7/9/2021 Brokaw/Oakland Rd/Corie Ct 1 940.00 5.42 0.47 7/9/2021 Roberts, Vietnamese Heritage Garden 1 940.00 5.42 0.47 7/9/2021 Camp Phoenix, Woz Wy W 1 940.00 5.42 0.47 7/9/2021 Guadalupe River Trail, Hwy 280
Underpass 1 940.00 5.42 0.47
7/9/2021 Virginia at Guadalupe 1 940.00 5.42 0.47
7/9/2021 Woz Wy and Locust St 1 940.00 5.42 0.47
7/9/2021 Lower Silver Creek at Story Rd 1 940.00 5.42 0.47 7/9/2021 Thompson Creek at Keaton Loop 1 940.00 5.42 0.47 7/9/2021 Thompson Creek/Aborn 1 940.00 5.42 0.47
7/12/2021 Coyote Creek Trail S of Capitol to
Singleton Rd 1 60.00 0.35 0.03
FY 2021-2022 Annual Report Appendix 10.3
Permittee Name: City of San José
10-62
Date Location Cleanups Gallons Cubic
Yards
Tons
7/12/2021 Los Lagos West Bank 1 60.00 0.35 0.03
7/12/2021 Singleton Rd to Yerba Buena Rd 1 60.00 0.35 0.03 7/12/2021 Guadalupe River, Autumn Parkway 1 60.00 0.35 0.03 7/14/2021 at Branham Ln, Cherry Ave 1 340.00 1.96 0.17 7/14/2021 Guadalupe River, Old Almaden Rd 1 340.00 1.96 0.17 7/14/2021 Los Gatos Creek, Bascom Ave to Leigh
Ave 1 340.00 1.96 0.17
7/14/2021 Los Gatos Creek, Hwy 280 to Coe Ave 1 340.00 1.96 0.17 7/14/2021 Educational Park Dr, Mabuy Rd to
McKee Rd 1 340.00 1.96 0.17
7/14/2021 Upper Penitencia Creek and Mabury
Rd 1 340.00 1.96 0.17
7/15/2021 Olinder 1 540.00 3.11 0.27
7/15/2021 Guadalupe River Trail, Ruff Dr 1 540.00 3.11 0.27 7/15/2021 Guadalupe River, Autumn Parkway 1 540.00 3.11 0.27 7/15/2021 Guadalupe River, Coleman Ave to
Hwy 880 1 540.00 3.11 0.27
7/15/2021 Julian Street Bridge, Autumn Ct 1 540.00 3.11 0.27 7/16/2021 Watson Park 1 100.00 0.58 0.05
7/16/2021 Camp Phoenix, Woz Wy W 1 100.00 0.58 0.05 7/16/2021 Julian Street Bridge, Autumn Ct 1 100.00 0.58 0.05 7/16/2021 Lower Silver Creek at Story Rd 1 100.00 0.58 0.05 7/16/2021 Thompson Creek at Keaton Loop 1 100.00 0.58 0.05 7/16/2021 Thompson Creek/Aborn 1 100.00 0.58 0.05
7/16/2021 Upper Penitencia Creek at N Jackson
Ave 1 100.00 0.58 0.05
7/16/2021 Upper Penitencia Creek at Piedmont
Rd 1 100.00 0.58 0.05
7/16/2021 Upper Penitencia Creek, Mossdale at
Gateview 1 100.00 0.58 0.05
7/19/2021 at Bevin Brook Drive 1 540.00 3.11 0.27
7/19/2021 Tully Ballfields, Tully Community Center 1 540.00 3.11 0.27 7/19/2021 Wool Creek Drive 1 540.00 3.11 0.27
7/19/2021 Coyote Creek Trail S of Capitol to
Singleton Rd 1 540.00 3.11 0.27
7/19/2021 Los Lagos West Bank 1 540.00 3.11 0.27
7/19/2021 Singleton Rd to Yerba Buena Rd 1 540.00 3.11 0.27 7/19/2021 Needles Dr at Rock Springs Dr 1 540.00 3.11 0.27 7/20/2021 Corie Ct, The Bowl 1 800.00 4.61 0.40
7/20/2021 Camp Phoenix, Woz Wy W 1 800.00 4.61 0.40 FY 2021-2022 Annual Report Appendix 10.3
Permittee Name: City of San José
10-63
Date Location Cleanups Gallons Cubic
Yards
Tons
7/20/2021 Guadalupe River Trail, Hwy 280
Underpass 1 800.00 4.61 0.40
7/20/2021 Guadalupe River Trail, McLellan Ave to
Grant St 1 800.00 4.61 0.40
7/20/2021 Guadalupe River Trail, San Carlos and
San Fernando 1 800.00 4.61 0.40
7/20/2021 Guadalupe River, Arena Green 1 800.00 4.61 0.40 7/20/2021 Guadalupe River, W San Carlos St to
Woz Wy 1 800.00 4.61 0.40
7/20/2021 Virginia at Guadalupe 1 800.00 4.61 0.40 7/20/2021 Woz Wy and Locust St 1 800.00 4.61 0.40
7/21/2021 Guadalupe River, Old Almaden Rd 1 2960.00 17.05 1.48 7/21/2021 Los Gatos Creek, Bascom Ave to Leigh
Ave 1 2960.00 17.05 1.48
7/21/2021 Los Gatos Creek, Hwy 280 to Coe Ave 1 2960.00 17.05 1.48 7/21/2021 Lower Silver Creek at S Capitol Expwy 1 2960.00 17.05 1.48 7/21/2021 Lower Silver Creek, Checkers Dr to
Alum Rock Ave 1 2960.00 17.05 1.48
7/21/2021 N and S Sunset Ave to E San Antonio
St 1 2960.00 17.05 1.48
7/21/2021 Upper Penitencia Creek and Mabury
Rd 1 2960.00 17.05 1.48
7/22/2021 N 17th St, E Santa Clara St to E St John
St 1 660.00 3.80 0.33
7/22/2021 Roberts, Vietnamese Heritage Garden 1 660.00 3.80 0.33 7/22/2021 Guadalupe River, Autumn Parkway 1 660.00 3.80 0.33 7/22/2021 Guadalupe River, Coleman Ave to
Hwy 880 1 660.00 3.80 0.33
7/22/2021 Julian Street Bridge, Autumn Ct 1 660.00 3.80 0.33 7/23/2021 Brokaw/Oakland Rd/Corie Ct 1 1120.00 6.45 0.56 7/23/2021 Lower Silver Creek at Story Rd 1 1120.00 6.45 0.56 7/23/2021 Thompson Creek at Keaton Loop 1 1120.00 6.45 0.56 7/23/2021 Thompson Creek/Aborn 1 1120.00 6.45 0.56 7/26/2021 Coyote Creek Trail S of Capitol to
Singleton Rd 1 960.00 5.53 0.48
7/26/2021 Los Lagos West Bank 1 960.00 5.53 0.48
7/26/2021 Los Lagos East Bank 1 960.00 5.53 0.48
7/26/2021 Camp Phoenix, Woz Wy W 1 960.00 5.53 0.48 7/26/2021 Woz Wy and Locust St 1 960.00 5.53 0.48
7/27/2021 at Corie Ct, The Bowl 1 820.00 4.72 0.41 7/27/2021 Camp Phoenix, Woz Wy W 1 820.00 4.72 0.41 FY 2021-2022 Annual Report Appendix 10.3
Permittee Name: City of San José
10-64
Date Location Cleanups Gallons Cubic
Yards
Tons
7/27/2021 Guadalupe River Trail, McLellan Ave to
Grant St 1 820.00 4.72 0.41
7/27/2021 Guadalupe River Trail, San Carlos and
San Fernando 1 820.00 4.72 0.41
7/27/2021 Guadalupe River, W San Carlos St to
Woz Wy 1 820.00 4.72 0.41
7/27/2021 Virginia at Guadalupe 1 820.00 4.72 0.41 7/28/2021 at Branham Ln, Cherry Ave 1 940.00 5.42 0.47 7/28/2021 Guadalupe River Trail, Hwy 280
Underpass 1 940.00 5.42 0.47
7/28/2021 Guadalupe River, Old Almaden Rd 1 940.00 5.42 0.47 7/28/2021 Los Gatos Creek, Bascom Ave to Leigh
Ave 1 940.00 5.42 0.47
7/28/2021 Los Gatos Creek, Hwy 280 to Coe Ave 1 940.00 5.42 0.47 7/28/2021 Lower Silver Creek, Checkers Dr to
Alum Rock Ave 1 940.00 5.42 0.47
7/29/2021 Roosevelt Park 1 440.00 2.54 0.22
7/29/2021 at Olinder 1 440.00 2.54 0.22
7/29/2021 Camp Phoenix, Woz Wy W 1 440.00 2.54 0.22 7/29/2021 Guadalupe River Trail, Hwy 280
Underpass 1 440.00 2.54 0.22
7/29/2021 Guadalupe River Trail, Ruff Dr 1 440.00 2.54 0.22 7/29/2021 Guadalupe River, Coleman Ave to
Hwy 880 1 440.00 2.54 0.22
7/29/2021 Virginia at Guadalupe 1 440.00 2.54 0.22 7/29/2021 Woz Wy and Locust St 1 440.00 2.54 0.22
7/30/2021 Lower Silver Creek at Story Rd 1 480.00 2.77 0.24 7/30/2021 Thompson Creek at Keaton Loop 1 480.00 2.77 0.24 7/30/2021 Thompson Creek/Aborn 1 480.00 2.77 0.24
7/30/2021 Upper Penitencia Creek at N Jackson
Ave 1 480.00 2.77 0.24
7/30/2021 Upper Penitencia Creek at Piedmont
Rd 1 480.00 2.77 0.24
7/30/2021 Upper Penitentia Creek at N Capitol
Ave 1 480.00 2.77 0.24
8/2/2021 at Bevin Brook Drive 1 2320.00 13.37 1.16 8/2/2021 Wool Creek Dr, Will Wool, Quinn Ave 1 2320.00 13.37 1.16 8/2/2021 Los Lagos West Bank 1 2320.00 13.37 1.16
8/2/2021 Los Lagos East Bank 1 2320.00 13.37 1.16
8/2/2021 Singleton Rd to Yerba Buena Rd 1 2320.00 13.37 1.16 8/3/2021 at Corie Ct, The Bowl 1 620.00 3.57 0.31
FY 2021-2022 Annual Report Appendix 10.3
Permittee Name: City of San José
10-65
Date Location Cleanups Gallons Cubic
Yards
Tons
8/3/2021 Camp Phoenix, Woz Wy W 1 620.00 3.57 0.31 8/3/2021 Guadalupe River Trail, Hwy 280
Underpass 1 620.00 3.57 0.31
8/3/2021 Guadalupe River Trail, Ruff Dr 1 620.00 3.57 0.31 8/3/2021 Guadalupe River, W San Carlos St to
Woz Wy 1 620.00 3.57 0.31
8/4/2021 N 17th St, E Santa Clara St to E St John
St 1 620.00 3.57 0.31
8/4/2021 Guadalupe River, Old Almaden Rd 1 620.00 3.57 0.31 8/4/2021 Los Gatos Creek, Bascom Ave to Leigh
Ave 1 620.00 3.57 0.31
8/4/2021 Los Gatos Creek, Hwy 280 to Coe Ave 1 620.00 3.57 0.31 8/4/2021 Los Gatos Creek, Leigh Ave to
Meridian Ave 1 620.00 3.57 0.31
8/4/2021 Lower Silver Creek at S Capitol Expwy 1 620.00 3.57 0.31 8/4/2021 Lower Silver Creek, Checkers Dr to
Alum Rock Ave 1 620.00 3.57 0.31
8/4/2021 N and S Sunset Ave to E San Antonio
St 1 620.00 3.57 0.31
8/4/2021 Upper Penitencia Creek and Mabury
Rd 1 620.00 3.57 0.31
8/5/2021 Watson Park 1 760.00 4.38 0.38
8/5/2021 at Olinder 1 760.00 4.38 0.38
8/5/2021 Guadalupe River, Coleman Ave to
Hwy 880 1 760.00 4.38 0.38
8/5/2021 Julian Street Bridge, Autumn Ct 1 760.00 4.38 0.38 8/6/2021 Brokaw/Oakland Rd/Corie Ct 1 520.00 3.00 0.26 8/6/2021 Roberts, Vietnamese Heritage Garden 1 520.00 3.00 0.26 8/6/2021 Los Gatos Creek, S Montgomery St to
Hwy 280 1 520.00 3.00 0.26
8/6/2021 Lower Silver Creek at Story Rd 1 520.00 3.00 0.26 8/6/2021 Thompson Creek/Aborn 1 520.00 3.00 0.26
8/9/2021 Rue Ferrari & Enzo Dr & Eden Park Pl 1 380.00 2.19 0.19 8/9/2021 Tully Ballfields, Tully Community Center 1 380.00 2.19 0.19 8/9/2021 at Wool Creek Drive 1 380.00 2.19 0.19
8/9/2021 Coyote Creek Trail S of Capitol to
Singleton Rd 1 380.00 2.19 0.19
8/9/2021 Los Lagos West Bank 1 380.00 2.19 0.19
8/9/2021 Singleton Rd to Yerba Buena Rd 1 380.00 2.19 0.19 8/10/2021 Camp Phoenix, Woz Wy W 1 520.00 3.00 0.26 8/10/2021 Guadalupe River at W San Fernando
St 1 520.00 3.00 0.26
FY 2021-2022 Annual Report Appendix 10.3
Permittee Name: City of San José