Agenda packet — Beaumont City Council, August 19, 2025 (part 9 of 24)

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING J
CUPA IMPERIAL: CUPA Facility List
Cupa facility list.

Date of Government Version: 01/18/2019
Date Data Arrived at EDR: 01/23/2019
Date Made Active in Reports: 03/05/2019
Number of Days to Update: 41
INYO COUNTY:

CUPA INYO: CUPA Facility List
Cupa facility list.

Date of Government Version: 04/02/2018
Date Data Arrived at EDR: 04/03/2018
Date Made Active in Reports: 06/14/2018
Number of Days to Update: 72
KERN COUNTY:

Source: San Diego Border Field Office
Telephone: 760-339-2777
Last EDR Contact: 01/17/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
Source: Inyo County Environmental Health Services
Telephone: 760-878-0238
Last EDR Contact: 02/13/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Varies
UST KERN: Underground Storage Tank Sites & Tank Listing Kern County Sites and Tanks Listing.

Date of Government Version: 01/28/2019
Date Data Arrived at EDR: 02/07/2019
Date Made Active in Reports: 03/08/2019
Number of Days to Update: 29
KINGS COUNTY:

Source: Kern County Environment Health Services Department Telephone: 661-862-8700
Last EDR Contact: 01/31/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly
CUPA KINGS: CUPA Facility List
A listing of sites included in the county's Certified Unified Program Agency database. California's Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities.

Date of Government Version: 02/14/2019
Date Data Arrived at EDR: 02/19/2019
Date Made Active in Reports: 03/05/2019
Number of Days to Update: 14
LAKE COUNTY:

CUPA LAKE: CUPA Facility List
Cupa facility list
Date of Government Version: 02/08/2019
Date Data Arrived at EDR: 02/12/2019
Date Made Active in Reports: 03/12/2019
Number of Days to Update: 28
LASSEN COUNTY:

Source: Kings County Department of Public Health
Telephone: 559-584-1411
Last EDR Contact: 02/13/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Varies
Source: Lake County Environmental Health
Telephone: 707-263-1164
Last EDR Contact: 04/15/2019
Next Scheduled EDR Contact: 07/29/2019
Data Release Frequency: Varies

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CUPA LASSEN: CUPA Facility List
Cupa facility list
Date of Government Version: 01/17/2019
Date Data Arrived at EDR: 01/18/2019
Date Made Active in Reports: 03/05/2019
Number of Days to Update: 46
LOS ANGELES COUNTY:

Source: Lassen County Environmental Health
Telephone: 530-251-8528
Last EDR Contact: 01/17/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
AOCONCERN: Key Areas of Concerns in Los Angeles County
San Gabriel Valley areas where VOC contamination is at or above the MCL as designated by region 9 EPA office. Date of Government Version: 3/30/2009 Exide Site area is a cleanup plan of lead -impacted soil surrounding the former Exide Facility as designated by the DTSC. Date of Government Version: 7/17/2017 Date of Government Version: 03/30/2009
Date Data Arrived at EDR: 03/31/2009
Date Made Active in Reports: 10/23/2009
Number of Days to Update: 206
Source: N/A
Telephone: N/A
Last EDR Contact: 03/18/2019
Next Scheduled EDR Contact: 07/01/2019
Data Release Frequency: No Update Planned
HMS LOS ANGELES: HMS: Street Number List
Industrial Waste and Underground Storage Tank Sites.

Date of Government Version: 12/19/2018
Date Data Arrived at EDR: 01/10/2019
Date Made Active in Reports: 03/07/2019
Number of Days to Update: 56
LF LOS ANGELES: List of Solid Waste Facilities
Solid Waste Facilities in Los Angeles County.

Date of Government Version: 01/14/2019
Date Data Arrived at EDR: 01/15/2019
Date Made Active in Reports: 03/07/2019
Number of Days to Update: 51
Source: Department of Public Works
Telephone: 626-458-3517
Last EDR Contact: 04/08/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Semi -Annually
Source: La County Department of Public Works
Telephone: 818-458-5185
Last EDR Contact: 01/15/2019
Next Scheduled EDR Contact: 04/29/2019
Data Release Frequency: Varies
LF LOS ANGELES CITY: City of Los Angeles Landfills
Landfills owned and maintained by the City of Los Angeles.

Date of Government Version: 01/01/2019
Date Data Arrived at EDR: 01/15/2019
Date Made Active in Reports: 03/07/2019
Number of Days to Update: 51
Source: Engineering & Construction Division
Telephone: 213-473-7869
Last EDR Contact: 04/15/2019
Next Scheduled EDR Contact: 07/29/2019
Data Release Frequency: Varies
SITE MIT LOS ANGELES: Site Mitigation List
Industrial sites that have had some sort of spill or complaint.

Date of Government Version: 01/30/2019
Date Data Arrived at EDR: 02/01/2019
Date Made Active in Reports: 03/07/2019
Number of Days to Update: 34
Source: Community Health Services
Telephone: 323-890-7806
Last EDR Contact: 02/01/2019
Next Scheduled EDR Contact: 04/29/2019
Data Release Frequency: Annually

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING J
UST EL SEGUNDO: City of EI Segundo Underground Storage Tank Underground storage tank sites located in EI Segundo city.

Date of Government Version: 01/21/2017
Date Data Arrived at EDR: 04/19/2017
Date Made Active in Reports: 05/10/2017
Number of Days to Update: 21
Source: City of EI Segundo Fire Department
Telephone: 310-524-2236
Last EDR Contact: 04/15/2019
Next Scheduled EDR Contact: 07/29/2019
Data Release Frequency: Semi -Annually
UST LONG BEACH: City of Long Beach Underground Storage Tank Underground storage tank sites located in the city of Long Beach.

Date of Government Version: 03/09/2017
Date Data Arrived at EDR: 03/10/2017
Date Made Active in Reports: 05/03/2017
Number of Days to Update: 54
Source: City of Long Beach Fire Department
Telephone: 562-570-2563
Last EDR Contact: 01/17/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Annually
UST TORRANCE: City of Torrance Underground Storage Tank Underground storage tank sites located in the city of Torrance.

Date of Government Version: 10/02/2018
Date Data Arrived at EDR: 10/05/2018
Date Made Active in Reports: 11/02/2018
Number of Days to Update: 28
MADERA COUNTY:

Source: City of Torrance Fire Department
Telephone: 310-618-2973
Last EDR Contact: 01/17/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Semi -Annually
CUPA MADERA: CUPA Facility List
A listing of sites included in the county's Certified Unified Program Agency database. California's Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities.

Date of Government Version: 02/20/2019
Date Data Arrived at EDR: 02/22/2019
Date Made Active in Reports: 03/07/2019
Number of Days to Update: 13
MARIN COUNTY:

UST MARIN: Underground Storage Tank Sites
Currently permitted USTs in Marin County.

Date of Government Version: 09/26/2018
Date Data Arrived at EDR: 10/04/2018
Date Made Active in Reports: 11/02/2018
Number of Days to Update: 29
MERCED COUNTY:

CUPA MERCED: CUPA Facility List
CUPA facility list.

Source: Madera County Environmental Health
Telephone: 559-675-7823
Last EDR Contact: 02/15/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Varies
Source: Public Works Department Waste Management
Telephone: 415-473-6647
Last EDR Contact: 03/29/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Semi -Annually

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Date of Government Version: 08/29/2018
Date Data Arrived at EDR: 08/31/2018
Date Made Active in Reports: 09/19/2018
Number of Days to Update: 19
MONO COUNTY:

CUPA MONO: CUPA Facility List
CUPA Facility List
Date of Government Version: 02/21/2019
Date Data Arrived at EDR: 02/26/2019
Date Made Active in Reports: 04/01/2019
Number of Days to Update: 34
MONTEREY COUNTY:

CUPA MONTEREY: CUPA Facility Listing
CUPA Program listing from the Environmental
Date of Government Version: 02/05/2019
Date Data Arrived at EDR: 02/07/2019
Date Made Active in Reports: 03/05/2019
Number of Days to Update: 26
NAPA COUNTY:

Source: Merced County Environmental Health
Telephone: 209-381-1094
Last EDR Contact: 03/18/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Varies
Source: Mono County Health Department
Telephone: 760-932-5580
Last EDR Contact: 02/21/2019
Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: Varies
Health Division.

Source: Monterey County Health Department
Telephone: 831-796-1297
Last EDR Contact: 04/01/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Varies
LUST NAPA: Sites With Reported Contamination
A listing of leaking underground storage tank sites located in Napa county.

Date of Government Version: 01/09/2017
Date Data Arrived at EDR: 01/11/2017
Date Made Active in Reports: 03/02/2017
Number of Days to Update: 50
Source: Napa County Department of Environmental Management Telephone: 707-253-4269
Last EDR Contact: 02/21/2019
Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: No Update Planned
UST NAPA: Closed and Operating Underground Storage Tank Sites Underground storage tank sites located in Napa county.

Date of Government Version: 02/21/2019
Date Data Arrived at EDR: 02/22/2019
Date Made Active in Reports: 03/08/2019
Number of Days to Update: 14
NEVADA COUNTY:

CUPA NEVADA: CUPA Facility List
CUPA facility list.

Date of Government Version: 01/25/2019
Date Data Arrived at EDR: 01/29/2019
Date Made Active in Reports: 03/05/2019
Number of Days to Update: 35
ORANGE COUNTY:

Source: Napa County Department of Environmental Management Telephone: 707-253-4269
Last EDR Contact: 02/21/2019
Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: No Update Planned
Source: Community Development Agency
Telephone: 530-265-1467
Last EDR Contact: 01/28/2019
Next Scheduled EDR Contact: 05/11/2019
Data Release Frequency: Varies

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IND_SITE ORANGE: List of Industrial Site Cleanups
Petroleum and non -petroleum spills.

Date of Government Version: 01/02/2019
Date Data Arrived at EDR: 02/07/2019
Date Made Active in Reports: 03/05/2019
Number of Days to Update: 26
Source: Health Care Agency
Telephone: 714-834-3446
Last EDR Contact: 02/04/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Annually
LUST ORANGE: List of Underground Storage Tank Cleanups
Orange County Underground Storage Tank Cleanups (LUST).

Date of Government Version: 01/02/2019
Date Data Arrived at EDR: 02/08/2019
Date Made Active in Reports: 03/06/2019
Number of Days to Update: 26
Source: Health Care Agency
Telephone: 714-834-3446
Last EDR Contact: 02/04/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly
UST ORANGE: List of Underground Storage Tank Facilities Orange County Underground Storage Tank Facilities (UST).

Date of Government Version: 01/02/2019
Date Data Arrived at EDR: 02/05/2019
Date Made Active in Reports: 03/08/2019
Number of Days to Update: 31
PLACER COUNTY:

Source: Health Care Agency
Telephone: 714-834-3446
Last EDR Contact: 02/05/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly
MS PLACER: Master List of Facilities
List includes aboveground tanks, underground tanks and cleanup sites.

Date of Government Version: 02/28/2019
Date Data Arrived at EDR: 03/01/2019
Date Made Active in Reports: 04/12/2019
Number of Days to Update: 42
PLUMAS COUNTY:

CUPA PLUMAS: CUPA Facility List
Plumas County CUPA Program facilities.

Date of Government Version: 01/14/2019
Date Data Arrived at EDR: 01/18/2019
Date Made Active in Reports: 03/05/2019
Number of Days to Update: 46
RIVERSIDE COUNTY:

Source: Placer County Health and Human Services
Telephone: 530-745-2363
Last EDR Contact: 02/27/2019
Next Scheduled EDR Contact: 06/17/2019
Data Release Frequency: Semi -Annually
Source: Plumas County Environmental Health
Telephone: 530-283-6355
Last EDR Contact: 01/17/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
LUST RIVERSIDE: Listing of Underground Tank Cleanup Sites Riverside County Underground Storage Tank Cleanup Sites (LUST).

Date of Government Version: 01/29/2019
Date Data Arrived at EDR: 01/31/2019
Date Made Active in Reports: 03/06/2019
Number of Days to Update: 34
Source: Department of Environmental Health
Telephone: 951-358-5055
Last EDR Contact: 03/18/2019
Next Scheduled EDR Contact: 07/01/2019
Data Release Frequency: Quarterly

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UST RIVERSIDE: Underground Storage Tank Tank List
Underground storage tank sites located in Riverside county.

Date of Government Version: 01/29/2019 Source: Department of Environmental Health Date Data Arrived at EDR: 01/31/2019 Telephone: 951-358-5055 Date Made Active in Reports: 03/08/2019 Last EDR Contact: 03/18/2019 Number of Days to Update: 36 Next Scheduled EDR Contact: 07/01/2019 Data Release Frequency: Quarterly
SACRAMENTO COUNTY:

CS SACRAMENTO: Toxic Site Clean -Up List
List of sites where unauthorized releases of
Date of Government Version: 11/07/2018
Date Data Arrived at EDR: 01/04/2019
Date Made Active in Reports: 03/05/2019
Number of Days to Update: 60
potentially hazardous materials have occurred.

Source: Sacramento County Environmental Management
Telephone: 916-875-8406
Last EDR Contact: 04/02/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Quarterly
ML SACRAMENTO: Master Hazardous Materials Facility List Any business that has hazardous materials on site - hazardous material storage sites, underground storage tanks, waste generators.

Date of Government Version: 11/07/2018
Date Data Arrived at EDR: 12/28/2018
Date Made Active in Reports: 03/05/2019
Number of Days to Update: 67
SAN BENITO COUNTY:

CUPA SAN BENITO: CUPA Facility List
Cupa facility list
Date of Government Version: 11/15/2018
Date Data Arrived at EDR: 11/16/2018
Date Made Active in Reports: 12/13/2018
Number of Days to Update: 27
SAN BERNARDINO COUNTY:

Source: Sacramento County Environmental Management
Telephone: 916-875-8406
Last EDR Contact: 04/02/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Quarterly
Source: San Benito County Environmental Health
Telephone: N/A
Last EDR Contact: 02/27/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Varies
PERMITS SAN BERNARDINO: Hazardous Material Permits
This listing includes underground storage tanks, medical waste handlers/generators, hazardous materials handlers, hazardous waste generators, and waste oil generators/handlers.

Date of Government Version: 02/27/2019
Date Data Arrived at EDR: 02/28/2019
Date Made Active in Reports: 04/02/2019
Number of Days to Update: 33
SAN DIEGO COUNTY:

Source: San Bernardino County Fire Department Hazardous Materials Division Telephone: 909-387-3041
Last EDR Contact: 02/19/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly

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HMMD SAN DIEGO: Hazardous Materials Management Division Database The database includes: HE58 - This report contains the business name, site address, business phone number, establishment 'H' permit number, type of permit, and the business status. HE17 - In addition to providing the same information provided in the HE58 listing, HE17 provides inspection dates, violations received by the establishment, hazardous waste generated, the quantity, method of storage, treatment/disposal of waste and the hauler, and information on underground storage tanks. Unauthorized Release List - Includes a summary of environmental contamination cases in San Diego County (underground tank cases, non -tank cases, groundwater contamination, and soil contamination are included.)
Date of Government Version: 03/04/2019
Date Data Arrived at EDR: 03/05/2019
Date Made Active in Reports: 04/02/2019
Number of Days to Update: 28
LF SAN DIEGO: Solid Waste Facilities
San Diego County Solid Waste Facilities.

Date of Government Version: 04/18/2018
Date Data Arrived at EDR: 04/24/2018
Date Made Active in Reports: 06/19/2018
Number of Days to Update: 56
Source: Hazardous Materials Management Division
Telephone: 619-338-2268
Last EDR Contact: 03/05/2019
Next Scheduled EDR Contact: 06/17/2019
Data Release Frequency: Quarterly
Source: Department of Health Services
Telephone: 619-338-2209
Last EDR Contact: 01/17/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
SAN DIEGO CO LOP: Local Oversight Program Listing
A listing of all LOP release sites that are or were under the County of San Diego's jurisdiction. Included are closed or transferred cases, open cases, and cases that did not have a case type indicated. The cases without a case type are mostly complaints; however, some of them could be LOP cases.

Date of Government Version: 10/22/2018
Date Data Arrived at EDR: 10/23/2018
Date Made Active in Reports: 11/30/2018
Number of Days to Update: 38
Source: Department of Environmental Health
Telephone: 858-505-6874
Last EDR Contact: 03/06/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
SAN DIEGO CO. SAM: Environmental Case Listing
The listing contains all underground tank release cases and projects pertaining to properties contaminated with hazardous substances that are actively under review by the Site Assessment and Mitigation Program.

Date of Government Version: 03/23/2010
Date Data Arrived at EDR: 06/15/2010
Date Made Active in Reports: 07/09/2010
Number of Days to Update: 24
SAN FRANCISCO COUNTY:

Source: San Diego County Department of Environmental Health Telephone: 619-338-2371
Last EDR Contact: 02/27/2019
Next Scheduled EDR Contact: 06/17/2019
Data Release Frequency: No Update Planned
LUST SAN FRANCISCO: Local Oversite Facilities
A listing of leaking underground storage tank sites located in San Francisco county.

Date of Government Version: 09/19/2008
Date Data Arrived at EDR: 09/19/2008
Date Made Active in Reports: 09/29/2008
Number of Days to Update: 10
Source: Department Of Public Health San Francisco County Telephone: 415-252-3920
Last EDR Contact: 01/31/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly
UST SAN FRANCISCO: Underground Storage Tank Information Underground storage tank sites located in San Francisco county.

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Date of Government Version: 11/05/2018
Date Data Arrived at EDR: 11/06/2018
Date Made Active in Reports: 12/14/2018
Number of Days to Update: 38
SAN JOAQUIN COUNTY:

Source: Department of Public Health
Telephone: 415-252-3920
Last EDR Contact: 01/31/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Quarterly
UST SAN JOAQUIN: San Joaquin Co. UST
A listing of underground storage tank locations in San Joaquin county.

Date of Government Version: 06/22/2018
Date Data Arrived at EDR: 06/26/2018
Date Made Active in Reports: 07/11/2018
Number of Days to Update: 15
SAN LUIS OBISPO COUNTY:

CUPA SAN LUIS OBISPO: CUPA Facility List
Cupa Facility List.

Date of Government Version: 02/13/2019
Date Data Arrived at EDR: 02/15/2019
Date Made Active in Reports: 03/14/2019
Number of Days to Update: 27
SAN MATEO COUNTY:

Source: Environmental Health Department
Telephone: N/A
Last EDR Contact: 03/18/2019
Next Scheduled EDR Contact: 07/01/2019
Data Release Frequency: Semi -Annually
Source: San Luis Obispo County Public Health Department Telephone: 805-781-5596
Last EDR Contact: 02/13/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Varies
BI SAN MATEO: Business Inventory
List includes Hazardous Materials Business Plan, hazardous waste generators, and underground storage tanks.

Date of Government Version: 12/03/2018
Date Data Arrived at EDR: 12/12/2018
Date Made Active in Reports: 01/15/2019
Number of Days to Update: 34
Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921
Last EDR Contact: 03/13/2019
Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Annually
LUST SAN MATEO: Fuel Leak List
A listing of leaking underground storage tank sites located in San Mateo county.

Date of Government Version: 12/13/2018
Date Data Arrived at EDR: 12/18/2018
Date Made Active in Reports: 01/23/2019
Number of Days to Update: 36
SANTA BARBARA COUNTY:

Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921
Last EDR Contact: 03/25/2019
Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Semi -Annually
CUPA SANTA BARBARA: CUPA Facility Listing
CUPA Program Listing from the Environmental Health Services division.

Date of Government Version: 09/08/2011
Date Data Arrived at EDR: 09/09/2011
Date Made Active in Reports: 10/07/2011
Number of Days to Update: 28
SANTA CLARA COUNTY:

Source: Santa Barbara County Public Health Department
Telephone: 805-686-8167
Last EDR Contact: 02/13/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Varies

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CUPA SANTA CLARA: Cupa Facility List
Cupa facility list
Date of Government Version: 02/13/2019
Date Data Arrived at EDR: 02/19/2019
Date Made Active in Reports: 03/06/2019
Number of Days to Update: 15
Source: Department of Environmental Health
Telephone: 408-918-1973
Last EDR Contact: 02/13/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Varies
HIST LUST SANTA CLARA: HIST LUST - Fuel Leak Site Activity Report A listing of open and closed leaking underground storage tanks. This listing is no longer updated by the county.

Leaking underground storage tanks are now handled by the Department of Environmental Health.

Date of Government Version: 03/29/2005
Date Data Arrived at EDR: 03/30/2005
Date Made Active in Reports: 04/21/2005
Number of Days to Update: 22
LUST SANTA CLARA: LOP Listing
A listing of leaking underground storage tanks
Date of Government Version: 03/03/2014
Date Data Arrived at EDR: 03/05/2014
Date Made Active in Reports: 03/18/2014
Number of Days to Update: 13
Source: Santa Clara Valley Water District
Telephone: 408-265-2600
Last EDR Contact: 03/23/2009
Next Scheduled EDR Contact: 06/22/2009
Data Release Frequency: No Update Planned
located in Santa Clara county.

Source: Department of Environmental Health
Telephone: 408-918-3417
Last EDR Contact: 02/21/2019
Next Scheduled EDR Contact: 06/10/2019
Data Release Frequency: Annually
SAN JOSE HAZMAT: Hazardous Material Facilities
Hazardous material facilities, including underground storage tank sites.

Date of Government Version: 01/30/2019
Date Data Arrived at EDR: 02/01/2019
Date Made Active in Reports: 03/07/2019
Number of Days to Update: 34
SANTA CRUZ COUNTY:

CUPA SANTA CRUZ: CUPA Facility List
CUPA facility listing.

Date of Government Version: 01/21/2017
Date Data Arrived at EDR: 02/22/2017
Date Made Active in Reports: 05/23/2017
Number of Days to Update: 90
SHASTA COUNTY:

CUPA SHASTA: CUPA Facility List
Cupa Facility List.

Date of Government Version: 06/15/2017
Date Data Arrived at EDR: 06/19/2017
Date Made Active in Reports: 08/09/2017
Number of Days to Update: 51
SOLANO COUNTY:

Source: City of San Jose Fire Department
Telephone: 408-535-7694
Last EDR Contact: 01/31/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Annually
Source: Santa Cruz County Environmental Health
Telephone: 831-464-2761
Last EDR Contact: 02/13/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Varies
Source: Shasta County Department of Resource Management Telephone: 530-225-5789
Last EDR Contact: 02/13/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Varies

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LUST SOLANO: Leaking Underground Storage Tanks
A listing of leaking underground storage tank sites located in Solano county.

Date of Government Version: 11/29/2018
Date Data Arrived at EDR: 12/04/2018
Date Made Active in Reports: 01/11/2019
Number of Days to Update: 38
Source: Solano County Department of Environmental Management Telephone: 707-784-6770
Last EDR Contact: 02/27/2019
Next Scheduled EDR Contact: 06/17/2019
Data Release Frequency: Quarterly
UST SOLANO: Underground Storage Tanks
Underground storage tank sites located in Solano county.

Date of Government Version: 03/05/2019
Date Data Arrived at EDR: 03/07/2019
Date Made Active in Reports: 04/03/2019
Number of Days to Update: 27
SONOMA COUNTY:

CUPA SONOMA: Cupa Facility List
Cupa Facility list
Date of Government Version: 12/21/2018
Date Data Arrived at EDR: 12/27/2018
Date Made Active in Reports: 01/15/2019
Number of Days to Update: 19
Source: Solano County Department of Environmental Management Telephone: 707-784-6770
Last EDR Contact: 02/27/2019
Next Scheduled EDR Contact: 06/17/2019
Data Release Frequency: Quarterly
Source: County of Sonoma Fire & Emergency Services Department Telephone: 707-565-1174
Last EDR Contact: 03/25/2019
Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Varies
LUST SONOMA: Leaking Underground Storage Tank Sites
A listing of leaking underground storage tank sites located in Sonoma county.

Date of Government Version: 01/08/2019
Date Data Arrived at EDR: 01/10/2019
Date Made Active in Reports: 03/06/2019
Number of Days to Update: 55
STANISLAUS COUNTY:

CUPA STANISLAUS: CUPA Facility List
Cupa facility list
Date of Government Version: 12/11/2018
Date Data Arrived at EDR: 12/13/2018
Date Made Active in Reports: 01/15/2019
Number of Days to Update: 33
SUTTER COUNTY:

Source: Department of Health Services
Telephone: 707-565-6565
Last EDR Contact: 04/08/2019
Next Scheduled EDR Contact: 07/08/2019
Data Release Frequency: Quarterly
Source: Stanislaus County Department of Ennvironmental Protection Telephone: 209-525-6751
Last EDR Contact: 04/15/2019
Next Scheduled EDR Contact: 07/29/2019
Data Release Frequency: Varies
UST SUTTER: Underground Storage Tanks
Underground storage tank sites located in Sutter county.

Date of Government Version: 02/28/2019
Date Data Arrived at EDR: 03/01/2019
Date Made Active in Reports: 04/03/2019
Number of Days to Update: 33
TEHAMA COUNTY:

Source: Sutter County Environmental Health Services
Telephone: 530-822-7500
Last EDR Contact: 02/27/2019
Next Scheduled EDR Contact: 06/17/2019
Data Release Frequency: Semi -Annually

Page 996 of 3058 ends

TC5623099.2s Page GR-46

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CUPA TEHAMA: CUPA Facility List
Cupa facilities
Date of Government Version: 12/13/2018
Date Data Arrived at EDR: 12/18/2018
Date Made Active in Reports: 01/15/2019
Number of Days to Update: 28
TRINITY COUNTY:

CUPA TRINITY: CUPA Facility List
Cupa facility list
Date of Government Version: 01/18/2019
Date Data Arrived at EDR: 01/23/2019
Date Made Active in Reports: 03/06/2019
Number of Days to Update: 42
TULARE COUNTY:

CUPA TULARE: CUPA Facility List
Cupa program facilities
Date of Government Version: 12/26/2018
Date Data Arrived at EDR: 12/27/2018
Date Made Active in Reports: 01/15/2019
Number of Days to Update: 19
TUOLUMNE COUNTY:

CUPA TUOLUMNE: CUPA Facility List
Cupa facility list
Date of Government Version: 04/23/2018
Date Data Arrived at EDR: 04/25/2018
Date Made Active in Reports: 06/25/2018
Number of Days to Update: 61
VENTURA COUNTY:

Source: Tehama County Department of Environmental Health Telephone: 530-527-8020
Last EDR Contact: 01/31/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Varies
Source: Department of Toxic Substances Control
Telephone: 760-352-0381
Last EDR Contact: 01/17/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
Source: Tulare County Environmental Health Services Division Telephone: 559-624-7400
Last EDR Contact: 01/31/2019
Next Scheduled EDR Contact: 05/20/2019
Data Release Frequency: Varies
Source: Divison of Environmental Health
Telephone: 209-533-5633
Last EDR Contact: 03/18/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Varies
BWT VENTURA: Business Plan, Hazardous Waste Producers, and Operating Underground Tanks The BWT list indicates by site address whether the Environmental Health Division has Business Plan (B), Waste Producer (W), and/or Underground Tank (T) information.

Date of Government Version: 12/26/2018
Date Data Arrived at EDR: 01/24/2019
Date Made Active in Reports: 02/28/2019
Number of Days to Update: 35
Source: Ventura County Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 01/22/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Quarterly
LF VENTURA: Inventory of Illegal Abandoned and Inactive Sites Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites.

TC5623099.2s Page GR-47

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 12/01/2011
Date Data Arrived at EDR: 12/01/2011
Date Made Active in Reports: 01/19/2012
Number of Days to Update: 49
Source: Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 03/29/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Annually
LUST VENTURA: Listing of Underground Tank Cleanup Sites Ventura County Underground Storage Tank Cleanup Sites (LUST).

Date of Government Version: 05/29/2008
Date Data Arrived at EDR: 06/24/2008
Date Made Active in Reports: 07/31/2008
Number of Days to Update: 37
Source: Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 02/07/2019
Next Scheduled EDR Contact: 05/27/2019
Data Release Frequency: Quarterly
MED WASTE VENTURA: Medical Waste Program List
To protect public health and safety and the environment from potential exposure to disease causing agents, the Environmental Health Division Medical Waste Program regulates the generation, handling, storage, treatment and disposal of medical waste throughout the County.

Date of Government Version: 12/26/2018
Date Data Arrived at EDR: 01/24/2019
Date Made Active in Reports: 03/07/2019
Number of Days to Update: 42
Source: Ventura County Resource Management Agency
Telephone: 805-654-2813
Last EDR Contact: 01/22/2019
Next Scheduled EDR Contact: 05/06/2019
Data Release Frequency: Quarterly
UST VENTURA: Underground Tank Closed Sites List
Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites List.

Date of Government Version: 02/26/2019
Date Data Arrived at EDR: 03/13/2019
Date Made Active in Reports: 04/03/2019
Number of Days to Update: 21
YOLO COUNTY:

Source: Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 03/13/2019
Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Quarterly
UST YOLO: Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county.

Date of Government Version: 12/26/2018
Date Data Arrived at EDR: 01/03/2019
Date Made Active in Reports: 01/16/2019
Number of Days to Update: 13
YUBA COUNTY:

CUPA YUBA: CUPA Facility List
CUPA facility listing for Yuba County.

Date of Government Version: 02/08/2019
Date Data Arrived at EDR: 02/12/2019
Date Made Active in Reports: 03/06/2019
Number of Days to Update: 22
Source: Yolo County Department of Health
Telephone: 530-666-8646
Last EDR Contact: 03/29/2019
Next Scheduled EDR Contact: 07/15/2019
Data Release Frequency: Annually
Source: Yuba County Environmental Health Department
Telephone: 530-749-7523
Last EDR Contact: 01/28/2019
Next Scheduled EDR Contact: 05/11/2019
Data Release Frequency: Varies

Page 998 of 3058 ends

TC5623099.2s Page GR-48

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING J

OTHER DATABASE(S)
Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report.

CT MANIFEST: Hazardous Waste Manifest Data
Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility.

Date of Government Version: 02/11/2019
Date Data Arrived at EDR: 02/12/2019
Date Made Active in Reports: 03/04/2019
Number of Days to Update: 20
NJ MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 07/13/2018
Date Made Active in Reports: 08/01/2018
Number of Days to Update: 19
Source: Department of Energy & Environmental Protection Telephone: 860-424-3375
Last EDR Contact: 02/12/2019
Next Scheduled EDR Contact: 05/27/2019
Data Release Frequency: No Update Planned
Source: Department of Environmental Protection
Telephone: N/A
Last EDR Contact: 04/10/2019
Next Scheduled EDR Contact: 07/22/2019
Data Release Frequency: Annually
NY MANIFEST: Facility and Manifest Data
Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility.

Date of Government Version: 01/01/2019
Date Data Arrived at EDR: 01/30/2019
Date Made Active in Reports: 02/14/2019
Number of Days to Update: 15
PA MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 10/23/2018
Date Made Active in Reports: 11/27/2018
Number of Days to Update: 35
RI MANIFEST: Manifest information
Hazardous waste manifest information
Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 02/23/2018
Date Made Active in Reports: 04/09/2018
Number of Days to Update: 45
WI MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 12/31/2017
Date Data Arrived at EDR: 06/15/2018
Date Made Active in Reports: 07/09/2018
Number of Days to Update: 24
Source: Department of Environmental Conservation
Telephone: 518-402-8651
Last EDR Contact: 01/30/2019
Next Scheduled EDR Contact: 05/11/2019
Data Release Frequency: Quarterly
Source: Department of Environmental Protection
Telephone: 717-783-8990
Last EDR Contact: 04/15/2019
Next Scheduled EDR Contact: 07/29/2019
Data Release Frequency: Annually
Source: Department of Environmental Management
Telephone: 401-222-2797
Last EDR Contact: 02/19/2019
Next Scheduled EDR Contact: 06/03/2019
Data Release Frequency: Annually
Source: Department of Natural Resources
Telephone: N/A
Last EDR Contact: 03/11/2019
Next Scheduled EDR Contact: 06/24/2019
Data Release Frequency: Annually

Page 999 of 3058 ends

TC5623099.2s Page GR-49

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Oil/Gas Pipelines
Source: PennWell Corporation
Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell.

Electric Power Transmission Line Data
Source: PennWell Corporation
This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell.

Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located.

AHA Hospitals:

Source: American Hospital Association, Inc.

Telephone: 312-280-5991
The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals.

Medical Centers: Provider of Services Listing
Source: Centers for Medicare & Medicaid Services
Telephone: 410-786-3000
A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services.

Nursing Homes
Source: National Institutes of Health
Telephone: 301-594-6248
Information on Medicare and Medicaid certified nursing homes in the United States.

Public Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics' primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states.

Private Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics' primary database on private school locations in the United States.

Daycare Centers: Licensed Facilities
Source: Department of Social Services
Telephone: 916-657-4041
Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100 -year and 500 -year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and O3 data from FEMA in areas not covered by NFHL.

Source: FEMA
Telephone: 877-336-2627
Date of Government Version: 2003, 2015
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.

State Wetlands Data: Wetland Inventory
Source: Department of Fish and Wildlife
Telephone: 916-445-0411
TC5623099.2s Page GR-50

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GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING
Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey

STREET AND ADDRESS INFORMATION
© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.

TC5623099.2s Page GR-51

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GEOCHECK ®- PHYSICAL SETTING SOURCE ADDENDUM

TARGET PROPERTY ADDRESS

CITY OF BEAUMONT
VEILE AVENUE/WEST 4TH STREET
BEAUMONT, CA 92223

TARGET PROPERTY COORDINATES
Latitude (North): 33.925411 - 33° 55' 31.48"
Longitude (West): 116.989305 - 116° 59' 21.50"
Universal Tranverse Mercator: Zone 11
UTM X (Meters): 500988.5
UTM Y (Meters): 3753691.5
Elevation: 2563 ft. above sea level

USGS TOPOGRAPHIC MAP
Target Property Map: 5629739 BEAUMONT, CA
Version Date: 2012
West Map:

Version Date:
5640934 EL CASCO, CA
2012
EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration.

Assessment of the impact of contaminant migration generally has two principle investigative components:

1. Groundwater flow direction, and

2. Groundwater flow velocity.

Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata.

TC5623099.2s Page A-1

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GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

GROUNDWATER FLOW DIRECTION INFORMATION
Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site -specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers).

TOPOGRAPHIC INFORMATION
Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted.

TARGET PROPERTY TOPOGRAPHY
General Topographic Gradient: General West
SURROUNDING TOPOGRAPHY: ELEVATION PROFILES
O
0 Zro
W
c
0 cD
w
V

N N N N N N
+1 ▪ V Of N N N N N PO
N N
N J 0 00
VI
North
• N
W N
N
TP
N N N
O Of W
W W N
N
to N
N CO
South
N ONI
CO N
O A
W >••• _
0,
•
West
Target Property Elevation: 2563 ft.

TP
0 1/2
East
1 Miles
Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified.

TC5623099.2s Page A-2

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GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

HYDROLOGIC INFORMATION
Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted.

Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water).

FEMA FLOOD ZONE
Flood Plain Panel at Tarcet Property FEMA Source Tyre
06065C0811G FEMA FIRM Flood data
Additional Panels in search area: FEMA Source Tyre
06065C0803G FEMA FIRM Flood data
06065C0795H FEMA FIRM Flood data

NATIONAL WETLAND INVENTORY
NWI Quad at Target Property

BEAUMONT
NWI Electronic
Data Coverage
YES - refer to the Overview Map and Detail Map

HYDROGEOLOGIC INFORMATION
Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted.

Site -Specific Hydrogeological Data*:

Search Radius: 1.25 miles
Status: Not found
AQUIFLOW®
Search Radius: 1.000 Mile.

EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table.

MAP ID
Not Reported

LOCATION

FROM TP

GENERAL DIRECTION

GROUNDWATER FLOW
©1996 Site -specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. TC5623099.2s Page A-3

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GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

GROUNDWATER FLOW VELOCITY INFORMATION
Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy -gravelly types of soils than silty -clayey types of soils.

GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring.

ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION
Era: Cenozoic Category: Stratifed Sequence
System: Quaternary
Series: Quaternary
Code: Q (decoded above as Era, System & Series)
Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).

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SSURGO SOIL MAP - 5623099.2s
1/16
1/8
Target Property
SSURGO Soil
Water
4 Miles
SITE NAME: City of Beaumont
ADDRESS: Veile Avenue/West 4th Street
Beaumont CA 92223
LAT/LONG: 33.925411 / 116.989305
CLIENT: Geotek
CONTACT: Anna M. Scott
INQUIRY #: 5623099.2s
DATE: April 16, 2019 1:45 pm
Copyright © 2019 ECR, Inc. © 2015 TomTom Rel. 2015.

Page 1006 of 3058 ends

GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY

DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. The following information is based on Soil Conservation Service SSURGO data.

Soil Map ID: 1
Soil Component Name:

Soil Surface Texture:

Hydrologic Group:

RAMONA
sandy loam
Class B - Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures.

Soil Drainage Class: Well drained
Hydric Status: Not hydric
Corrosion Potential - Uncoated Steel: Moderate
Depth to Bedrock Min:

Depth to Watertable Min:
> 0 inches
> 0 inches
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Soil Reaction
(pH)
Layer
Upper
Lower
Soil Texture Class
AASHTO Group
Unified Soil
1 0 inches
14 inches
sandy loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
2 14 inches
22 inches
fine sandy loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
3 22 inches
68 inches
sandy clay loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
TC5623099.2s Page A-6

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GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Soil Reaction
(pH)
Layer
Upper
Lower
Soil Texture Class
AASHTO Group
Unified Soil
4 68 inches
74 inches
gravelly sandy
loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silt. Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
Soil Map ID: 2
Soil Component Name:

Soil Surface Texture:

Hydrologic Group:

RAMONA
sandy loam
Class B - Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures.

Soil Drainage Class: Well drained
Hydric Status: Not hydric
Corrosion Potential - Uncoated Steel: Moderate
Depth to Bedrock Min:

Depth to Watertable Min:
> 0 inches
> 0 inches
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Soil Reaction
(pH)
Layer
Upper
Lower
Soil Texture Class
AASHTO Group
Unified Soil
0 inches
14 inches
sandy loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
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GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Soil Reaction
(pH)
Layer
Upper
Lower
Soil Texture Class
AASHTO Group
Unified Soil
2 14 inches
22 inches
fine sandy loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
3 22 inches
68 inches
sandy clay loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
4 68 inches
74 inches
gravelly sandy
loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
Soil Map ID: 3
Soil Component Name:

Soil Surface Texture:

Hydrologic Group:

Soil Drainage Class:

Hydric Status: Not hydric
Terrace escarpments
sandy loam
Class B - Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures.

Corrosion Potential - Uncoated Steel: Not Reported
Depth to Bedrock Min: > 0 inches
Depth to Watertable Min: > 0 inches
No Layer Information available.

TC5623099.2s Page A-8

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GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY
Soil Map ID: 4
Soil Component Name:

Soil Surface Texture:

Hydrologic Group:

RAMONA
sandy loam
Class B - Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures.

Soil Drainage Class: Well drained
Hydric Status: Not hydric
Corrosion Potential - Uncoated Steel: Moderate
Depth to Bedrock Min:

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
2 14 inches
22 inches
fine sandy loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
3 22 inches
68 inches
sandy clay loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
4 68 inches
74 inches
gravelly sandy
loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
TC5623099.2s Page A-9

Page 1010 of 3058 ends

GEOCHECI - PHYSICAL SETTING SOURCE SUMMARY
Soil Map ID: 5
Soil Component Name:

Soil Surface Texture:

Hydrologic Group:

RAMONA
sandy loam
Class B - Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures.

Soil Drainage Class: Well drained
Hydric Status: Not hydric
Corrosion Potential - Uncoated Steel: Moderate
Depth to Bedrock Min:

Depth to Watertable Min:
> 0 inches
> 0 inches
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Soil Reaction
(pH)
Layer
Upper
Lower
Soil Texture Class
AASHTO Group
Unified Soil
1 0 inches
7 inches
sandy loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
2 7 inches
11 inches
fine sandy loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
3 11 inches
68 inches
sandy clay loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
4 68 inches
74 inches
gravelly sandy
loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
TC5623099.2s Page A-10

Page 1011 of 3058 ends

GE0CHECF - PHYSICAL SETTING SOURCE SUMMARY
Soil Map ID: 6
Soil Component Name:

Soil Surface Texture:

Hydrologic Group:

PLACENTIA
fine sandy loam
Class D - Very slow infiltration rates. Soils are clayey, have a high water table, or are shallow to an impervious layer.

Soil Drainage Class: Moderately well drained
Hydric Status: Partially hydric
Corrosion Potential - Uncoated Steel: Moderate
Depth to Bedrock Min:

Depth to Watertable Min:
> 0 inches
> 0 inches
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Soil Reaction
(pH)
Layer
Upper
Lower
Soil Texture Class
AASHTO Group
Unified Soil
1 0 inches
18 inches
fine sandy loam
Silt -Clay
Materials (more
than 35 pct.
passing No.
200), Silty
Soils.

COARSE -GRAINED
SOILS, Gravels,
Gravels with
fines, Silty
Gravel
Max: 1.4
Min: 0.42
Max: 8.4
Min: 7.9
2 18 inches
38 inches
clay
Silt -Clay
Materials (more
than 35 pct.
passing No.
200), Silty
Soils.

COARSE -GRAINED
SOILS, Gravels,
Gravels with
fines, Silty
Gravel
Max: 1.4
Min: 0.42
Max: 8.4
Min: 7.9
3 38 inches
57 inches
clay loam
Silt -Clay
Materials (more
than 35 pct.
passing No.
200), Silty
Soils.

COARSE -GRAINED
SOILS, Gravels,
Gravels with
fines, Silty
Gravel
Max: 1.4
Min: 0.42
Max: 8.4
Min: 7.9
4 57 inches
59 inches
gravelly sandy
loam
Silt -Clay
Materials (more
than 35 pct.
passing No.
200), Silty
Soils.

COARSE -GRAINED
SOILS, Gravels,
Gravels with
fines, Silty
Gravel
Max: 1.4
Min: 0.42
Max: 8.4
Min: 7.9
TC5623099.2s Page A-11

Page 1012 of 3058 ends

GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY
Soil Map ID: 7
Soil Component Name:

Soil Surface Texture:

Hydrologic Group:

RAMONA
sandy loam
Class B - Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures.

Soil Drainage Class: Well drained
Hydric Status: Not hydric
Corrosion Potential - Uncoated Steel: Moderate
Depth to Bedrock Min:

Depth to Watertable Min:
> 0 inches
> 0 inches
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Soil Reaction
(pH)
Layer
Upper
Lower
Soil Texture Class
AASHTO Group
Unified Soil
1 0 inches
7 inches
sandy loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
2 7 inches
16 inches
fine sandy loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
3 16 inches
68 inches
sandy clay loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
4 68 inches
74 inches
gravelly sandy
loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
TC5623099.2s Page A-12

Page 1013 of 3058 ends

GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY
Soil Map ID: 8
Soil Component Name:

Soil Surface Texture:

Hydrologic Group:

HANFORD
coarse sandy loam
Class B - Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures.

Soil Drainage Class: Well drained
Hydric Status: Not hydric
Corrosion Potential - Uncoated Steel: Low
Depth to Bedrock Min:

Depth to Watertable Min:
> 0 inches
> 0 inches
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Soil Reaction
(pH)
Layer
Upper
Lower
Soil Texture Class
AASHTO Group
Unified Soil
0 inches
7 inches
coarse sandy
loam
Silt -Clay
Materials (more
than 35 pct.
passing No.
200), Silty
Soils.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 141
Min: 42
Max: 7.8
Min: 5.6
2 7 inches
40 inches
fine sandy loam
Silt -Clay
Materials (more
than 35 pct.
passing No.
200), Silty
Soils.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 141
Min: 42
Max: 7.8
Min: 5.6
3 40 inches
59 inches
stratified
loamy sand to
coarse sandy
loam
Silt -Clay
Materials (more
than 35 pct.
passing No.
200), Silty
Soils.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 141
Min: 42
Max: 7.8
Min: 5.6
Soil Map ID: 9
Soil Component Name:

Soil Surface Texture:

Hydrologic Group:

RAMONA
sandy loam
Class B - Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures.

Soil Drainage Class: Well drained
TC5623099.2s Page A-13

Page 1014 of 3058 ends

GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY
Hydric Status: Not hydric
Corrosion Potential - Uncoated Steel: Moderate
Depth to Bedrock Min:

Depth to Watertable Min:
> 0 inches
> 0 inches
Soil Layer Information
Boundary
Classification
Saturated
hydraulic
conductivity
micro m/sec
Soil Reaction
(pH)
Layer
Upper
Lower
Soil Texture Class
AASHTO Group
Unified Soil
0 inches
7 inches
sandy loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
2 7 inches
16 inches
fine sandy loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
3 16 inches
68 inches
sandy clay loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6
4 68 inches
74 inches
gravelly sandy
loam
Granular
materials (35
pct. or less
passing No.
200), Silty, or
Clayey Gravel
and Sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Clayey sand.

COARSE -GRAINED
SOILS, Sands,
Sands with fines,
Silty Sand.

Max: 4
Min: 1.4
Max: 8.4
Min: 6.6

LOCAL / REGIONAL WATER AGENCY RECORDS
EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells.

TC5623099.2s Page A-14

Page 1015 of 3058 ends

GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

WELL SEARCH DISTANCE INFORMATION
DATABASE SEARCH DISTANCE (miles)
Federal USGS
Federal FRDS PWS
State Database

1.000
Nearest PWS within 0.001 miles

1.000

FEDERAL USGS WELL INFORMATION

MAP ID WELL ID
Al
4 B5
B6
C9
C10
D12
E13
F15
E17
18 USGS40000139023
USGS40000139016
USGS40000139116
USGS40000139117
USGS40000139142
USGS40000139145
USGS40000138972
USGS40000139137
USGS40000138961
USGS40000139138
USGS40000139176

FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION

MAP ID WELL ID
No PWS System Found
Note: PWS System location is not always the same as well location.

STATE DATABASE WELL INFORMATION

MAP ID WELL ID
A2 CADW60000035199
3 3463
B7 CADW60000033133
B8 CADW600000 17343
D11 CADW60000035201
F14 3468
F16 CADW60000033134
E19 CADW60000017342

LOCATION

FROM TP
1/4 - 1/2 Mile SSE
1/4 - 1/2 Mile SE
1/4 - 1/2 Mile NNW
1/4 - 1/2 Mile NNW
1/2 - 1 Mile NNE
1/2 - 1 Mile NNE
1/2 - 1 Mile SE
1/2 - 1 Mile NW
1/2 - 1 Mile SSE
1/2 - 1 Mile NW
1/2 - 1 Mile North

LOCATION

FROM TP

LOCATION

FROM TP
1/4 - 1/2 Mile SSE
1/4 - 1/2 Mile NE
1/4 - 1/2 Mile NNW
1/4 - 1/2 Mile NNW
1/2 - 1 Mile SSE
1/2 - 1 Mile SSE
1/2 - 1 Mile SSE
1/2 - 1 Mile NW
TC5623099.2s Page A-15

Page 1016 of 3058 ends

PHYSICAL SETTING SOURCE MAP - 5623099.2s
County Boundary
/\/ Major Roads
Contour Lines
Earthquake Fault Lines
OO Earthquake epicenter, Richter 5 or greater
® Water Wells
© Public Water Supply Wells
• Cluster of Multiple Icons
1/4 1/2
Groundwater Flow Direction
Indeterminate Groundwater Flow at Location
Groundwater Flow Varies at Location
Closest Hydrogeological Data
Oil, gas or related wells
SITE NAME: City of Beaumont
ADDRESS: Veile Avenue/West 4th Street
Beaumont CA 92223
LAT/LONG: 33.925411 / 116.989305
1 Miles
CLIENT: Geotek
CONTACT: Anna M. Scott
INQUIRY #: 5623099.2s
DATE: April 16, 2019 1:45 pm
Copyright © 2019 EDR, Inc. 2015 TomTom Rel. 2015.

Page 1017 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Map ID
Direction
Distance
Elevation
Database EDR ID Number
Al
SSE
1/4 -112 Mile
Lower
Organization ID:

Organization Name:

Monitor Location:

Description:

Drainage Area:

Contrib Drainage Area:

Aquifer:

Aquifer Type:

Well Depth:

Well Hole Depth:

FED USGS USGS40000139023

USGS-CA
USGS California Water Science Center
003S001 W09O001 S Type:

Not Reported HUC:

Not Reported Drainage Area Units:

Not Reported Contrib Drainage Area Unts:

Other aquifers Formation Type:

Not Reported Construction Date:
133.5 Well Depth Units:
138 Well Hole Depth Units:

Well
18070203
Not Reported
Not Reported
Not Reported
Not Reported
ft
ft
A2
SSE
1/4 -1/2 Mile
Lower
Objectid:

Longitude:

State well numbe:

Well use id:

County id:

Basin code:

Dwr region id:

Site id:
35199
-116.9862
03S01 W09R004S
6 33
'8-2.08'
80238
CADW60000035199
Latitude:

Site code:

Local well name:

Well use descrip:

County name:

Basin desc:

Dwr region:

CA WELLS CADW60000035199

33.9209
339209N1169862W001
Unknown
Riverside
San Timoteo
Southern Region Office
3 NE
1/4 -1/2 Mile
Higher
Seq:

Frds no:

District:

System no:

Source nam:

Latitude:

Precision:

Comment 1:

Comment 3:

Comment 5:

Comment 7:

System no:

Hqname:

City:

Zip:

Pop serv:

Area serve:
3463
3301222001
63 3301222
WELL 01
335545.0
3 38021 HIGHWAY 60, BEAUMONT
Not Reported
Not Reported
Not Reported
3301222
Not Reported
Not Reported
Not Reported
0 Not Reported
Prim sta c:

County:

User id:

Water type:

Station ty:

Longitude:

Status:

Comment 2:

Comment 4:

Comment 6:

System nam:

Address:

State:

Zip ext:

Connection:

CA WELLS 3463
03S/01W-09D01 S
33 33C
G

WELL/AMBNT/MUN/INTAKE
1165902.0
AR
Not Reported
Not Reported
Not Reported

DOWLING FRUIT ORCHARD
Not Reported
Not Reported
Not Reported
0 TC5623099.2s Page A-17

Page 1018 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Map ID
Direction
Distance
Elevation
4 SE
1/4 -1/2 Mile
Lower
Organization ID:

Organization Name:

Monitor Location:

Description:

HUC:

Drainage Area Units:

Contrib Drainage Area Unts:

Formation Type:

Construction Date:

Well Depth Units:

Well Hole Depth Units:

USGS-CA
USGS California Water
003S001 W09R004S

ROCKWELL GPS FOR
18070203
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Ground water Ievels,Number of Measurements:

Feet below surface: 85.9
Note: Not Reported
Science Center
Type:

LAT/LONG., NAD27
Drainage Area:

Contrib Drainage Area:

Aquifer:

Aquifer Type:

Well Depth:

Well Hole Depth:
1 Level reading date:

Feet to sea level:

Database EDR ID Number
FED USGS USGS40000139016
Well
Not Reported
Not Reported
Other aquifers
Not Reported
Not Reported
Not Reported
1998-11-12
Not Reported
B5
NNW
1/4 - 1/2 Mile
Lower
Organization ID:

Organization Name:

Monitor Location:

Description:

Drainage Area:

Contrib Drainage Area:

Aquifer:

Formation Type:

Construction Date:

Well Depth Units:

Well Hole Depth Units:

USGS-CA
USGS California Water Science Center
003S001 W09C002S
Not Reported
Not Reported
Not Reported
California Coastal Basin aquifers
Not Reported
1969
Not Reported
Not Reported
FED USGS USGS40000139116
Type:

HUC:

Drainage Area Units:

Contrib Drainage Area Unts:

Aquifer Type:

Well Depth:

Well Hole Depth:

Ground water Ievels,Number of Measurements: 16 Level reading date:

Feet below surface: 194.0 Feet to sea level:

Note: Not Reported
Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:
2004-04-21
Not Reported
2003-11-18
Not Reported
2003-04-29
Not Reported
2002-11-04
Not Reported
2002-04-23
Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Well
18070203
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
2004-10-26
Not Reported
197.6
Not Reported
203.5
Not Reported
213.1
Not Reported
225.6
Not Reported
Not Reported
The site was being pumped.

TC5623099.2s Page A-18

Page 1019 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Note:

Level reading date:

Feet to sea level:

Note:
2001-11-06
Not Reported
2001-05-15
Not Reported
2000-10-24
Not Reported
2000-04-26
Not Reported
1999-10-28
Not Reported
1999-04-27
Not Reported
1998-11-11
Not Reported
1998-06-10
Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:
1993-10-13 Feet below surface:

Not Reported
A nearby site that taps the same aquifer was being pumped. 1991-11-01 Feet below surface:

Not Reported
A nearby site that taps the same aquifer was being pumped. 219.7
Not Reported
210.8
Not Reported
225.9
Not Reported
210.0
Not Reported
224.4
Not Reported
209.8
Not Reported
220.3
Not Reported
219.1
Not Reported
241.3
226.3
B6
NNW
1/4 -1/2 Mile
Lower
Organization ID:

Organization Name:

Monitor Location:

Description:

Drainage Area:

Contrib Drainage Area:

Aquifer:

Formation Type:

Construction Date:

Well Depth Units:

Well Hole Depth Units:

USGS-CA
USGS California Water Science Center
003S001 W09C004S
Not Reported
Not Reported
Not Reported
California Coastal Basin aquifers
Not Reported
Not Reported
Not Reported
Not Reported
FED USGS USGS40000139117
Type:

HUC:

Drainage Area Units:

Contrib Drainage Area Unts:

Aquifer Type:

Well Depth:

Well Hole Depth:

Well
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
B7
NNW
1/4 -1/2 Mile
Lower
Objectid: 33133
Longitude: -116.9913
State well numbe: 03S01 W09C004S
Well use id: 6
County id: 33
CA WELLS CADW60000033133
Latitude: 33.9312
Site code: 339312N1169913W001
Local well name:

Well use descrip: Unknown
County name: Riverside
TC5623099.2s Page A-19

Page 1020 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Basin code: '8-2.08'
Dwr region id: 80238
Site id: CADW60000033133
Basin desc:

Dwr region:

San Timoteo
Southern Region Office
B8
NNW
1/4 -1/2 Mile
Higher
Objectid: 17343
Longitude: -116.9924
State well numbe: 03S01W09C002S
Well use id: 6
County id: 33
Basin code: '8-2.08'
Dwr region id: 80238
Site id: CADW60000017343
CA WELLS CADW60000017343
Latitude: 33.9311
Site code: 339311N1169924W001
Local well name:

Well use descrip: Unknown
County name: Riverside
Basin desc: San Timoteo
Dwr region: Southern Region Office
C9
NNE
1/2 -1 Mile
Higher
FED USGS USGS40000139142
Organization ID: USGS-CA
Organization Name: USGS California Water Science Center Monitor Location: 003S001W04Q002S Type:

Description: Not Reported HUC:

Drainage Area: Not Reported Drainage Area Units:

Contrib Drainage Area: Not Reported Contrib Drainage Area Unts:

Aquifer: California Coastal Basin aquifers
Formation Type: Not Reported Aquifer Type:

Construction Date: 19530805 Well Depth:

Well Depth Units: ft Well Hole Depth:

Well Hole Depth Units: ft
Ground water Ievels,Number of Measurements: 35 Level reading date:

Feet below surface: Not Reported Feet to sea level:

Note: Not Reported
Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:
1968-11-22
2245
1968-02-09
2251
1967-07-28
2249
1967-05-12
2255
1966-08-26
2252
1966-05-06
2255
1966-01-07
2255
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Well
Not Reported
Not Reported
Not Reported
Not Reported
819
819
1969-03-28
2252
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
TC5623099.2s Page A-20

Page 1021 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1965-09-17
Feet to sea level: 2255
Level reading date: 1964-12-11
Feet to sea level: 2248
Level reading date: 1964-08-21
Feet to sea level: 2256
Level reading date: 1964-05-29
Feet to sea level: 2256
Level reading date: 1964-04-07
Feet to sea level: 2262
Level reading date: 1964-02-06
Feet to sea level: 2256
Level reading date: 1963-12-06
Feet to sea level: 2260
Level reading date: 1963-09-27
Feet to sea level: 2255
Level reading date: 1963-06-07
Feet to sea level: 2263
Level reading date: 1963-01-24
Feet to sea level: 2263
Level reading date: 1962-11-30
Feet to sea level: 2260
Level reading date: 1962-09-28
Feet to sea level: 2258
Level reading date: 1962-09-07
Feet to sea level: 2258
Level reading date: 1962-08-03
Feet to sea level: 2258
Level reading date: 1962-05-25
Feet to sea level: 2265
Level reading date: 1962-04-06
Feet to sea level: 2268
Level reading date: 1962-02-26
Feet to sea level: 2257
Level reading date: 1961-10-13
Feet to sea level: 2261
Level reading date: 1960-08-11
Feet to sea level: 2264
Level reading date: 1960-02-05
Feet to sea level: 2272
Level reading date: 1958-06-11
Feet to sea level: 2274
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
TC5623099.2s Page A-21

Page 1022 of 3058 ends

1 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:
1958-04-15
2282
1958-04-11
2280
1958-02-07
2280
1957-02-15
2281
1956-08-15
2278
1954-09-22
2281
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
C10
NNE
1/2 -1 Mile
Higher
Organization ID:

Organization Name:

Monitor Location:

Description:

Drainage Area:

Contrib Drainage Area:

Aquifer:

Formation Type:

Construction Date:

Well Depth Units:

Well Hole Depth Units:

USGS-CA
USGS California Water Science Center
003S001 W04Q001 S
Not Reported
Not Reported
Not Reported
California Coastal Basin aquifers
Not Reported
19270101
Not Reported
Not Reported
FED USGS USGS40000139145
Type:

HUC:

Drainage Area Units:

Contrib Drainage Area Unts:

Aquifer Type:

Well Depth:

Well Hole Depth:

Ground water Ievels,Number of Measurements: 53 Level reading date:

Feet below surface: Not Reported Feet to sea level:

Note: Not Reported
Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:
1955-04-03
2279
1955-03-20
2286
1955-01-30
2284
1954-12-21
2284
1954-10-13
2280
1954-09-20
2279
1954-08-09
2281
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Well
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
1955-08-03
2278
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
TC5623099.2s Page A-22

Page 1023 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1934-11-12
Feet to sea level: 2335
Level reading date: 1932-07-07
Feet to sea level: 2324
Level reading date: 1932-05-10
Feet to sea level: 2325
Level reading date: 1932-03-29
Feet to sea level: 2325
Level reading date: 1932-02-11
Feet to sea level: 2324
Level reading date: 1932-02-04
Feet to sea level: 2324
Level reading date: 1931-12-07
Feet to sea level: 2324
Level reading date: 1931-10-08
Feet to sea level: 2324
Level reading date: 1931-08-05
Feet to sea level: 2324
Level reading date: 1931-06-08
Feet to sea level: 2324
Level reading date: 1931-04-07
Feet to sea level: 2324
Level reading date: 1931-03-05
Feet to sea level: 2325
Level reading date: 1931-01-06
Feet to sea level: 2325
Level reading date: 1930-11-04
Feet to sea level: 2325
Level reading date: 1930-10-01
Feet to sea level: 2325
Level reading date: 1930-09-03
Feet to sea level: 2325
Level reading date: 1930-08-05
Feet to sea level: 2325
Level reading date: 1930-06-04
Feet to sea level: 2325
Level reading date: 1930-03-19
Feet to sea level: 2325
Level reading date: 1930-02-10
Feet to sea level: 2325
Level reading date: 1929-12-03
Feet to sea level: 2325
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
Feet below surface: Not Reported
Note: Not Reported
TC5623099.2s Page A-23

Page 1024 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1929-10-12
Feet to sea level: 2325
Level reading date: 1929-09-04
Feet to sea level: 2325
Level reading date: 1929-08-05
Feet to sea level: 2325
Level reading date: 1929-06-01
Feet to sea level: 2325
Level reading date: 1929-04-16
Feet to sea level: 2326
Level reading date: 1929-03-04
Feet to sea level: 2325
Level reading date: 1929-02-04
Feet to sea level: 2326
Level reading date: 1929-01-03
Feet to sea level: 2325
Level reading date: 1928-12-04
Feet to sea level: 2325
Level reading date: 1928-11-01
Feet to sea level: 2326
Level reading date: 1928-10-05
Feet to sea level: 2326
Level reading date: 1928-09-05
Feet to sea level: 2326
Level reading date: 1928-08-03
Feet to sea level: 2326
Level reading date: 1928-07-02
Feet to sea level: 2326
Level reading date: 1928-06-02
Feet to sea level: 2326
Level reading date: 1928-04-26
Feet to sea level: 2326
Level reading date: 1928-04-03
Feet to sea level: 2326
Level reading date: 1928-03-02
Feet to sea level: 2326
Level reading date: 1928-02-02
Feet to sea level: 2326
Level reading date: 1928-01-10
Feet to sea level: 2326
Level reading date: 1927-10-04
Feet to sea level: 2326
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
TC5623099.2s Page A-24

Page 1025 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:
1927-08-04
2326
1927-04-03
2327
1927-03-07
2328
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
D11
SSE
1/2 -1 Mile
Higher
Objectid:

Longitude:

State well numbe:

Well use id:

County id:

Basin code:

Dwr region id:

Site id:
35201
-116.9823
03S01 W 15D005S
6 33
'8-2.08'
80238
CADW60000035201
Latitude:

Site code:

Local well name:

Well use descrip:

County name:

Basin desc:

Dwr region:

CA WELLS CADW60000035201

33.9156
339156N1169823W001
Unknown
Riverside
San Timoteo
Southern Region Office
D12
SE
1/2 -1 Mile
Higher
Organization ID:

Organization Name:

Monitor Location:

Description:

HUC:

Drainage Area Units:

Contrib Drainage Area Unts:

Formation Type:

Construction Date:

Well Depth Units:

Well Hole Depth Units:

USGS-CA
USGS California Water Science Center
003S001 W 15D005S Type:

ROCKWELL GPS FOR LAT/LONG., NAD27
18070203 Drainage Area:

Not Reported Contrib Drainage Area:

Not Reported Aquifer:

Not Reported Aquifer Type:

Not Reported Well Depth:

Not Reported Well Hole Depth:

Not Reported
Ground water Ievels,Number of Measurements:

Feet below surface: 150.3
Note: Not Reported
Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:
2003-11-20
Not Reported
2003-04-29
Not Reported
2002-11-04
Not Reported
2002-04-23
Not Reported
2001-11-06
Not Reported
12 Level reading date:

Feet to sea level:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

FED USGS USGS40000138972
Well
Not Reported
Not Reported
Other aquifers
Not Reported
Not Reported
Not Reported
2004-04-21
Not Reported
151.90
Not Reported
150.10
Not Reported
151.80
Not Reported
151.22
Not Reported
152.4
Not Reported
TC5623099.2s Page A-25

Page 1026 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:
2001-05-15
Not Reported
2000-10-24
Not Reported
2000-04-26
Not Reported
1999-10-28
Not Reported
1998-11-11
Not Reported
1998-06-10
Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:
151.8
Not Reported
153.8
Not Reported
153.3
Not Reported
155.4
Not Reported
156.7
Not Reported
157.35
Not Reported
E13
NW
1/2-1 Mile
Lower
Organization ID:

Organization Name:

Monitor Location:

Description:

HUC:

Drainage Area Units:

Contrib Drainage Area Unts:

Formation Type:

Construction Date:

Well Depth Units:

Well Hole Depth Units:

Ground water Ievels,Number
Feet below surface:

Note:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

USGS-CA
USGS California Water
003S001 W05R003S

ROCKWELL GPS FOR
18070203
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
of Measurements:
188.0
Not Reported
2004-10-26
Not Reported
2004-04-20
Not Reported
2004-04-20
Not Reported
2003-11-18
Not Reported
2003-11-18
Not Reported
2003-04-29
Not Reported
2003-04-29
Not Reported
Science Center
Type:

LAT/LOG-SAME AS WELL 5Q1
Drainage Area:

Contrib Drainage Area:

Aquifer:

Aquifer Type:

Well Depth:

Well Hole Depth:
26 Level reading date:

Feet to sea level:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

FED USGS USGS40000139137
Well
Not Reported
Not Reported
California Coastal Basin aquifers
Not Reported
Not Reported
Not Reported
2004-10-26
Not Reported
188.0
Not Reported
186.9
Not Reported
186.9
Not Reported
188.1
Not Reported
188.1
Not Reported
187.6
The site had been pumped recently.
187.6
The site had been pumped recently.

TC5623099.2s Page A-26

Page 1027 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 2002-11-04
Feet to sea level: Not Reported
Level reading date: 2002-11-04
Feet to sea level: Not Reported
Level reading date: 2002-04-23
Feet to sea level: Not Reported
Level reading date: 2002-04-23
Feet to sea level: Not Reported
Level reading date: 2001-11-06
Feet to sea level: Not Reported
Level reading date: 2001-11-06
Feet to sea level: Not Reported
Level reading date: 2001-05-15
Feet to sea level: Not Reported
Level reading date: 2001-05-15
Feet to sea level: Not Reported
Level reading date: 2000-10-24
Feet to sea level: Not Reported
Level reading date: 2000-10-24
Feet to sea level: Not Reported
Level reading date: 2000-04-26
Feet to sea level: Not Reported
Level reading date: 2000-04-26
Feet to sea level: Not Reported
Level reading date: 1999-10-28
Feet to sea level: Not Reported
Level reading date: 1999-10-28
Feet to sea level: Not Reported
Level reading date: 1999-04-27
Feet to sea level: Not Reported
Level reading date: 1999-04-27
Feet to sea level: Not Reported
Level reading date: 1998-06-10
Feet to sea level: Not Reported
Level reading date: 1998-06-10
Feet to sea level: Not Reported
Feet below surface: 188.5
Note: Not Reported
Feet below surface: 188.5
Note: Not Reported
Feet below surface: 186.3
Note: Not Reported
Feet below surface: 186.3
Note: Not Reported
Feet below surface: 186.8
Note: Not Reported
Feet below surface: 186.8
Note: Not Reported
Feet below surface: 185.0
Note: Not Reported
Feet below surface: 185.0
Note: Not Reported
Feet below surface: 186.1
Note: Not Reported
Feet below surface: 186.1
Note: Not Reported
Feet below surface: 184.8
Note: Not Reported
Feet below surface: 184.8
Note: Not Reported
Feet below surface: 185.9
Note: Not Reported
Feet below surface: 185.9
Note: Not Reported
Feet below surface: 184.3
Note: Not Reported
Feet below surface: 184.3
Note: Not Reported
Feet below surface: 185.8
Note: Not Reported
Feet below surface: 185.8
Note: Not Reported
F14
SSE
1/2 -1 Mile
Higher
Seq:

Frds no:
3468
3301074001
Prim sta c:

County -
CA WELLS 3468
03S/01W-15D01 S
33 TC5623099.2s Page A-27

Page 1028 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
District:

System no:

Source nam:

Latitude:

Precision:

Comment 1:

Comment 2:

Comment 4:

Comment 6:

System no:

Hqname:

City:

Zip:

Pop serv:

Area serve:
63 3301074

COMMUNITY WELL
335447.0
3 120 S CALIFORNIA AVE SOUTH OF BEAUMONT
Not Reported
Not Reported
Not Reported
User id:

Water type:

Station ty:

Longitude:

Status:
3301074
Not Reported
Not Reported
Not Reported
0 Not Reported
Comment 3:

Comment 5:

Comment 7:

System nam:

Address:

State:

Zip ext:

Connection:
33C
G

WELL/AMBNT/MUN/INTAKE
1165850.0
AR
Not Reported
Not Reported
Not Reported

LAMBS CANYON COMMUNITY WELL
Not Reported
Not Reported
Not Reported
0 F15
SSE
1/2 -1 Mile
Higher
Organization ID:

Organization Name:

Monitor Location:

Description:

Drainage Area:

Contrib Drainage Area:

Aquifer:

Aquifer Type:

Well Depth:

Well Hole Depth:

USGS-CA
USGS California Water Science Center
003S001W15E001S

WINDMILL WELL
Not Reported
Not Reported
Other aquifers
Not Reported
Not Reported
Not Reported
FED USGS USGS40000138961
Type:

HUC:

Drainage Area Units:

Contrib Drainage Area Unts:

Formation Type:

Construction Date:

Well Depth Units:

Well Hole Depth Units:

Well
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
F16
SSE
1/2 -1 Mile
Higher
Objectid: 33134
Longitude: -116.9812
State well numbe: 03S01 W 15E001 S
Well use id: 1
County id: 33
Basin code: '8-2.08'
Dwr region id: 80238
Site id: CADW60000033134
CA WELLS CADW60000033134
Latitude: 33.9131
Site code: 339131N1169812W001
Local well name: '335447116585201'
Well use descrip: Observation
County name: Riverside
Basin desc: San Timoteo
Dwr region: Southern Region Office
E17
NW
1/2 -1 Mile
Lower
Organization ID:

Organization Name:

Monitor Location:

Description:

Drainage Area:

Contrib Drainage Area:

USGS-CA
USGS California Water Science Center
003S001 W05Q001 S
Not Reported
Not Reported
Not Reported
FED USGS USGS40000139138
Type:

HUC:

Drainage Area Units:

Contrib Drainage Area Unts:

Well
18070203
Not Reported
Not Reported
TC5623099.2s Page A-28

Page 1029 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Aquifer: California Coastal Basin aquifers
Formation Type: Not Reported
Construction Date: Not Reported
Well Depth Units: ft
Well Hole Depth Units: ft
Aquifer Type:

Well Depth:

Well Hole Depth:

Ground water Ievels,Number of Measurements: 212 Level reading date:

Feet below surface: 127.50 Feet to sea level:

Note: Not Reported
Level reading date: 2004-10-18
Feet to sea level: Not Reported
Level reading date: 2004-04-22
Feet to sea level: Not Reported
Level reading date: 2004-04-22
Feet to sea level: Not Reported
Level reading date: 2003-10-22
Feet to sea level: Not Reported
Level reading date: 2003-10-22
Feet to sea level: Not Reported
Level reading date: 2003-04-24
Feet to sea level: Not Reported
Level reading date: 2003-04-24
Feet to sea level: Not Reported
Level reading date: 2002-10-18
Feet to sea level: Not Reported
Level reading date: 2002-10-18
Feet to sea level: Not Reported
Level reading date: 2002-04-11
Feet to sea level: Not Reported
Level reading date: 2002-04-11
Feet to sea level: Not Reported
Level reading date: 2001-10-25
Feet to sea level: Not Reported
Level reading date: 2001-10-25
Feet to sea level: Not Reported
Level reading date: 2001-04-19
Feet to sea level: Not Reported
Level reading date: 2001-04-19
Feet to sea level: Not Reported
Level reading date: 2000-10-25
Feet to sea level: Not Reported
Level reading date: 2000-10-25
Feet to sea level: Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Not Reported
1300
1300
2004-10-18
Not Reported
127.50
Not Reported
128.27
Not Reported
128.27
Not Reported
143.28
The site was being pumped.
143.28
The site was being pumped.
128.84
Not Reported
128.84
Not Reported
131.39
The site had been pumped recently.
131.39
The site had been pumped recently.
124.95
Not Reported
124.95
Not Reported
125.58
Not Reported
125.58
Not Reported
127.87
The site had been pumped recently.
127.87
The site had been pumped recently.
126.64
Not Reported
126.64
Not Reported
TC5623099.2s Page A-29

Page 1030 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 2000-04-13
Feet to sea level: Not Reported
Level reading date: 2000-04-13
Feet to sea level: Not Reported
Level reading date: 1999-10-20
Feet to sea level: Not Reported
Level reading date: 1999-10-20
Feet to sea level: Not Reported
Level reading date: 1999-04-12
Feet to sea level: Not Reported
Level reading date: 1999-04-12
Feet to sea level: Not Reported
Level reading date: 1998-10-21
Feet to sea level: Not Reported
Level reading date: 1998-10-21
Feet to sea level: Not Reported
Level reading date: 1998-04-17
Feet to sea level: Not Reported
Level reading date: 1998-04-17
Feet to sea level: Not Reported
Level reading date: 1997-10-03
Feet to sea level: Not Reported
Level reading date: 1997-10-03
Feet to sea level: Not Reported
Level reading date: 1997-04-18
Feet to sea level: Not Reported
Level reading date: 1997-04-18
Feet to sea level: Not Reported
Level reading date: 1996-10-10
Feet to sea level: Not Reported
Level reading date: 1996-10-10
Feet to sea level: Not Reported
Level reading date: 1996-04-24
Feet to sea level: Not Reported
Level reading date: 1996-04-24
Feet to sea level: Not Reported
Level reading date: 1995-10-26
Feet to sea level: Not Reported
Level reading date: 1995-10-26
Feet to sea level: Not Reported
Level reading date: 1995-04-18
Feet to sea level: Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:
124.64
Not Reported
124.64
Not Reported
132.00
The site had been pumped recently.
132.00
The site had been pumped recently.
125.49
Not Reported
125.49
Not Reported
126.05
Not Reported
126.05
Not Reported
128.03
Not Reported
128.03
Not Reported
129.84
Not Reported
129.84
Not Reported
128.33
Not Reported
128.33
Not Reported
129.67
Not Reported
129.67
Not Reported
129.69
Not Reported
129.69
Not Reported
130.60
Not Reported
130.60
Not Reported
131.15
The site had been pumped recently.

TC5623099.2s Page A-30

Page 1031 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1995-04-18
Feet to sea level: Not Reported
Level reading date: 1994-10-27
Feet to sea level: Not Reported
Level reading date: 1994-10-27
Feet to sea level: Not Reported
Level reading date: 1994-04-20
Feet to sea level: Not Reported
Level reading date: 1994-04-20
Feet to sea level: Not Reported
Level reading date: 1993-10-18
Feet to sea level: Not Reported
Level reading date: 1993-10-18
Feet to sea level: Not Reported
Level reading date: 1993-04-13
Feet to sea level: Not Reported
Level reading date: 1993-04-13
Feet to sea level: Not Reported
Level reading date: 1992-10-29
Feet to sea level: Not Reported
Level reading date: 1992-10-29
Feet to sea level: Not Reported
Level reading date: 1992-06-12
Feet to sea level: Not Reported
Level reading date: 1992-06-12
Feet to sea level: Not Reported
Level reading date: 1991-11-26
Feet to sea level: Not Reported
Level reading date: 1991-11-26
Feet to sea level: Not Reported
Level reading date: 1990-11-27
Feet to sea level: Not Reported
Level reading date: 1990-11-27
Feet to sea level: Not Reported
Level reading date: 1990-06-25
Feet to sea level: Not Reported
Level reading date: 1990-06-25
Feet to sea level: Not Reported
Level reading date: 1988-06-29
Feet to sea level: Not Reported
Level reading date: 1988-06-29
Feet to sea level: Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:
131.15
The site had been pumped recently.
131.40
The site had been pumped recently.
131.40
The site had been pumped recently.
131.60
Not Reported
131.60
Not Reported
133.84
Not Reported
133.84
Not Reported
134.63
Not Reported
134.63
Not Reported
135.35
The site had been pumped recently.
135.35
The site had been pumped recently.
134.08
The site had been pumped recently.
134.08
The site had been pumped recently.
131.77
Not Reported
131.77
Not Reported
129.30
Not Reported
129.30
Not Reported
129.43
Not Reported
129.43
Not Reported
124.8
Not Reported
124.8
Not Reported
TC5623099.2s Page A-31

Page 1032 of 3058 ends

GEOCHECK®-PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1987-12-10
Feet to sea level: Not Reported
Level reading date: 1987-12-10
Feet to sea level: Not Reported
Level reading date: 1987-08-13
Feet to sea level: Not Reported
Level reading date: 1987-08-13
Feet to sea level: Not Reported
Level reading date: 1986-11-17
Feet to sea level: Not Reported
Level reading date: 1986-11-17
Feet to sea level: Not Reported
Level reading date: 1986-06-18
Feet to sea level: Not Reported
Level reading date: 1986-06-18
Feet to sea level: Not Reported
Level reading date: 1986-04-08
Feet to sea level: Not Reported
Level reading date: 1986-04-08
Feet to sea level: Not Reported
Level reading date: 1981-04-14
Feet to sea level: Not Reported
Level reading date: 1981-04-14
Feet to sea level: Not Reported
Level reading date: 1980-10-21
Feet to sea level: Not Reported
Level reading date: 1980-10-21
Feet to sea level: Not Reported
Level reading date: 1980-04-22
Feet to sea level: Not Reported
Level reading date: 1980-04-22
Feet to sea level: Not Reported
Level reading date: 1979-10-25
Feet to sea level: Not Reported
Level reading date: 1979-10-25
Feet to sea level: Not Reported
Level reading date: 1979-04-23
Feet to sea level: Not Reported
Level reading date: 1979-04-23
Feet to sea level: Not Reported
Level reading date: 1977-09-23
Feet to sea level: Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:
126.1
The site had been pumped recently.
126.1
The site had been pumped recently.
123.35
Not Reported
123.35
Not Reported
122.65
Not Reported
122.65
Not Reported
123.17
Not Reported
123.17
Not Reported
121.39
Not Reported
121.39
Not Reported

96.3 Not Reported

96.3 Not Reported
108.2
Not Reported
108.2
Not Reported

97.8 Not Reported

97.8 Not Reported
106.0
Not Reported
106.0
Not Reported
100.2
Not Reported
100.2
Not Reported
109.8
Not Reported
TC5623099.2s Page A-32

Page 1033 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1977-09-23
Feet to sea level: Not Reported
Level reading date: 1977-04-28
Feet to sea level: Not Reported
Level reading date: 1977-04-28
Feet to sea level: Not Reported
Level reading date: 1976-04-22
Feet to sea level: Not Reported
Level reading date: 1976-04-22
Feet to sea level: Not Reported
Level reading date: 1975-04-16
Feet to sea level: Not Reported
Level reading date: 1975-04-16
Feet to sea level: Not Reported
Level reading date: 1973-11-06
Feet to sea level: Not Reported
Level reading date: 1973-11-06
Feet to sea level: Not Reported
Level reading date: 1972-04-24
Feet to sea level: Not Reported
Level reading date: 1972-04-24
Feet to sea level: Not Reported
Level reading date: 1971-10-15
Feet to sea level: Not Reported
Level reading date: 1971-10-15
Feet to sea level: Not Reported
Level reading date: 1971-04-01
Feet to sea level: Not Reported
Level reading date: 1971-04-01
Feet to sea level: Not Reported
Level reading date: 1970-10-15
Feet to sea level: Not Reported
Level reading date: 1970-10-15
Feet to sea level: Not Reported
Level reading date: 1970-04-14
Feet to sea level: Not Reported
Level reading date: 1970-04-14
Feet to sea level: Not Reported
Level reading date: 1969-11-05
Feet to sea level: Not Reported
Level reading date: 1969-11-05
Feet to sea level: Not Reported
Feet below surface: 109.8
Note: Not Reported
Feet below surface: 116.3
Note: Not Reported
Feet below surface: 116.3
Note: Not Reported
Feet below surface: 113.9
Note: Not Reported
Feet below surface: 113.9
Note: Not Reported
Feet below surface: 116.8
Note: Not Reported
Feet below surface: 116.8
Note: Not Reported
Feet below surface: 122.9
Note: Not Reported
Feet below surface: 122.9
Note: Not Reported
Feet below surface: 122.9
Note: Not Reported
Feet below surface: 122.9
Note: Not Reported
Feet below surface: 124.3
Note: Not Reported
Feet below surface: 124.3
Note: Not Reported
Feet below surface: 124.5
Note: Not Reported
Feet below surface: 124.5
Note: Not Reported
Feet below surface: 128.6
Note: Not Reported
Feet below surface: 128.6
Note: Not Reported
Feet below surface: 124.0
Note: Not Reported
Feet below surface: 124.0
Note: Not Reported
Feet below surface: 130.0
Note: The site was being pumped.

Feet below surface: 130.0
Note: The site was being pumped.

TC5623099.2s Page A-33

Page 1034 of 3058 ends

l
GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1969-04-14
Feet to sea level: Not Reported
Level reading date: 1969-04-14
Feet to sea level: Not Reported
Level reading date: 1968-11-21
Feet to sea level: Not Reported
Level reading date: 1968-11-21
Feet to sea level: Not Reported
Level reading date: 1967-04-06
Feet to sea level: Not Reported
Level reading date: 1967-04-06
Feet to sea level: Not Reported
Level reading date: 1966-11-14
Feet to sea level: Not Reported
Level reading date: 1966-11-14
Feet to sea level: Not Reported
Level reading date: 1966-04-22
Feet to sea level: Not Reported
Level reading date: 1966-04-22
Feet to sea level: Not Reported
Level reading date: 1965-11-19
Feet to sea level: Not Reported
Level reading date: 1965-11-19
Feet to sea level: Not Reported
Level reading date: 1965-04-23
Feet to sea level: Not Reported
Level reading date: 1965-04-23
Feet to sea level: Not Reported
Level reading date: 1964-10-08
Feet to sea level: Not Reported
Level reading date: 1964-10-08
Feet to sea level: Not Reported
Level reading date: 1964-03-27
Feet to sea level: Not Reported
Level reading date: 1964-03-27
Feet to sea level: Not Reported
Level reading date: 1963-11-15
Feet to sea level: Not Reported
Level reading date: 1963-11-15
Feet to sea level: Not Reported
Level reading date: 1963-04-15
Feet to sea level: Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:
119.1
Not Reported
119.1
Not Reported
123.7
Not Reported
123.7
Not Reported
120.5
Not Reported
120.5
Not Reported
121.9
Not Reported
121.9
Not Reported
120.2
Not Reported
120.2
Not Reported
120.97
Not Reported
120.97
Not Reported
118.95
Not Reported
118.95
Not Reported
120.52
Not Reported
120.52
Not Reported
129.85
Not Reported
129.85
Not Reported
118.57
Not Reported
118.57
Not Reported
124.65
Not Reported
TC5623099.2s Page A-34

Page 1035 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1963-04-15
Feet to sea level: Not Reported
Level reading date: 1962-10-26
Feet to sea level: Not Reported
Level reading date: 1962-10-26
Feet to sea level: Not Reported
Level reading date: 1962-03-23
Feet to sea level: Not Reported
Level reading date: 1962-03-23
Feet to sea level: Not Reported
Level reading date: 1961-11-14
Feet to sea level: Not Reported
Level reading date: 1961-11-14
Feet to sea level: Not Reported
Level reading date: 1960-10-22
Feet to sea level: Not Reported
Level reading date: 1960-10-22
Feet to sea level: Not Reported
Level reading date: 1957-04-29
Feet to sea level: Not Reported
Level reading date: 1957-04-29
Feet to sea level: Not Reported
Level reading date: 1956-10-26
Feet to sea level: Not Reported
Level reading date: 1956-10-26
Feet to sea level: Not Reported
Level reading date: 1955-10-26
Feet to sea level: Not Reported
Level reading date: 1955-10-26
Feet to sea level: Not Reported
Level reading date: 1954-11-23
Feet to sea level: Not Reported
Level reading date: 1954-11-23
Feet to sea level: Not Reported
Level reading date: 1954-04-07
Feet to sea level: Not Reported
Level reading date: 1954-04-07
Feet to sea level: Not Reported
Level reading date: 1953-04-14
Feet to sea level: Not Reported
Level reading date: 1953-04-14
Feet to sea level: Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:
124.65
Not Reported
123.93
Not Reported
123.93
Not Reported
111.95
Not Reported
111.95
Not Reported
117.95
Not Reported
117.95
Not Reported
122.0
Not Reported
122.0
Not Reported
112.4
Not Reported
112.4
Not Reported
114.8
Not Reported
114.8
Not Reported
132.3
Not Reported
132.3
Not Reported
116.62
Not Reported
116.62
Not Reported
107.0
Not Reported
107.0
Not Reported
107.3
Not Reported
107.3
Not Reported
TC5623099.2s Page A-35

Page 1036 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1941-06-25
Feet to sea level: Not Reported
Level reading date: 1941-06-25
Feet to sea level: Not Reported
Level reading date: 1941-02-13
Feet to sea level: Not Reported
Level reading date: 1941-02-13
Feet to sea level: Not Reported
Level reading date: 1940-09-19
Feet to sea level: Not Reported
Level reading date: 1940-09-19
Feet to sea level: Not Reported
Level reading date: 1940-06-14
Feet to sea level: Not Reported
Level reading date: 1940-06-14
Feet to sea level: Not Reported
Level reading date: 1939-03-16
Feet to sea level: Not Reported
Level reading date: 1939-03-16
Feet to sea level: Not Reported
Level reading date: 1938-05-11
Feet to sea level: Not Reported
Level reading date: 1938-05-11
Feet to sea level: Not Reported
Level reading date: 1937-11-19
Feet to sea level: Not Reported
Level reading date: 1937-11-19
Feet to sea level: Not Reported
Level reading date: 1937-08-17
Feet to sea level: Not Reported
Level reading date: 1937-08-17
Feet to sea level: Not Reported
Level reading date: 1937-06-15
Feet to sea level: Not Reported
Level reading date: 1937-06-15
Feet to sea level: Not Reported
Level reading date: 1937-02-01
Feet to sea level: Not Reported
Level reading date: 1937-02-01
Feet to sea level: Not Reported
Level reading date: 1936-10-14
Feet to sea level: Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

90.6 Not Reported

93.0 Not Reported

92.1 Not Reported

91.0 Not Reported

91.2 Not Reported

92.0 Not Reported

93.7 Not Reported

95.3 Not Reported

96.4 Not Reported

98.6 Not Reported

97.2 Not Reported
TC5623099.2s Page A-36

Page 1037 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1936-10-14
Feet to sea level: Not Reported
Level reading date: 1936-08-11
Feet to sea level: Not Reported
Level reading date: 1936-08-11
Feet to sea level: Not Reported
Level reading date: 1936-06-04
Feet to sea level: Not Reported
Level reading date: 1936-06-04
Feet to sea level: Not Reported
Level reading date: 1929-12-06
Feet to sea level: Not Reported
Level reading date: 1929-12-06
Feet to sea level: Not Reported
Level reading date: 1929-03-04
Feet to sea level: Not Reported
Level reading date: 1929-03-04
Feet to sea level: Not Reported
Level reading date: 1929-02-04
Feet to sea level: Not Reported
Level reading date: 1929-02-04
Feet to sea level: Not Reported
Level reading date: 1929-01-03
Feet to sea level: Not Reported
Level reading date: 1929-01-03
Feet to sea level: Not Reported
Level reading date: 1928-11-01
Feet to sea level: Not Reported
Level reading date: 1928-11-01
Feet to sea level: Not Reported
Level reading date: 1928-10-02
Feet to sea level: Not Reported
Level reading date: 1928-10-02
Feet to sea level: Not Reported
Level reading date: 1928-05-01
Feet to sea level: Not Reported
Level reading date: 1928-05-01
Feet to sea level: Not Reported
Level reading date: 1928-04-03
Feet to sea level: Not Reported
Level reading date: 1928-04-03
Feet to sea level: Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

97.2 Not Reported

97.8 Not Reported

97.5 Not Reported

97.5 Not Reported
100.73
Not Reported
100.73
Not Reported
101.9
Not Reported
101.9
Not Reported
102.07
Not Reported
102.07
Not Reported
102.46
Not Reported
102.46
Not Reported
104.18
Not Reported
104.18
Not Reported
107.59
Not Reported
107.59
Not Reported
104.12
The site had been pumped recently.
104.12
The site had been pumped recently.
100.73
Not Reported
100.73
Not Reported
TC5623099.2s Page A-37

Page 1038 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1928-03-02
Feet to sea level: Not Reported
Level reading date: 1928-03-02
Feet to sea level: Not Reported
Level reading date: 1928-02-02
Feet to sea level: Not Reported
Level reading date: 1928-02-02
Feet to sea level: Not Reported
Level reading date: 1928-01-16
Feet to sea level: Not Reported
Level reading date: 1928-01-16
Feet to sea level: Not Reported
Level reading date: 1927-12-05
Feet to sea level: Not Reported
Level reading date: 1927-12-05
Feet to sea level: Not Reported
Level reading date: 1927-11-01
Feet to sea level: Not Reported
Level reading date: 1927-11-01
Feet to sea level: Not Reported
Level reading date: 1927-10-08
Feet to sea level: Not Reported
Level reading date: 1927-10-08
Feet to sea level: Not Reported
Level reading date: 1927-09-01
Feet to sea level: Not Reported
Level reading date: 1927-09-01
Feet to sea level: Not Reported
Level reading date: 1927-08-05
Feet to sea level: Not Reported
Level reading date: 1927-08-05
Feet to sea level: Not Reported
Level reading date: 1927-05-04
Feet to sea level: Not Reported
Level reading date: 1927-05-04
Feet to sea level: Not Reported
Level reading date: 1927-04-07
Feet to sea level: Not Reported
Level reading date: 1927-04-07
Feet to sea level: Not Reported
Level reading date: 1927-03-07
Feet to sea level: Not Reported
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:
100.82
Not Reported
100.82
Not Reported
100.10
Not Reported
100.10
Not Reported
101.48
Not Reported
101.48
Not Reported
102.46
Not Reported
102.46
Not Reported
105.00
Not Reported
105.00
Not Reported
110.1
Not Reported
110.1
Not Reported
114.53
Not Reported
114.53
Not Reported
111.66
Not Reported
111.66
Not Reported
104.05
Not Reported
104.05
Not Reported
100.75
Not Reported
100.75
Not Reported
100.66
Not Reported
TC5623099.2s Page A-38

Page 1039 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Level reading date: 1927-03-07
Feet to sea level: Not Reported
Level reading date: 1927-02-03
Feet to sea level: Not Reported
Level reading date: 1927-02-03
Feet to sea level: Not Reported
Level reading date: 1926-10-10
Feet to sea level: Not Reported
Level reading date: 1926-10-10
Feet to sea level: Not Reported
Feet below surface: 100.66
Note: Not Reported
Feet below surface: 101.73
Note: Not Reported
Feet below surface: 101.73
Note: Not Reported
Feet below surface: 103.6
Note: Not Reported
Feet below surface: 103.6
Note: Not Reported
18 North
1/2 -1 Mile
Higher
Organization ID:

Organization Name:

Monitor Location:

Description:

Drainage Area:

Contrib Drainage Area:

Aquifer:

Formation Type:

Construction Date:

Well Depth Units:

Well Hole Depth Units:

USGS-CA
USGS California Water Science Center
003S001 W04L001 S
Not Reported
Not Reported
Not Reported
California Coastal Basin aquifers
Not Reported
1958
ft
Not Reported
FED USGS USGS40000139176
Type:

HUC:

Drainage Area Units:

Contrib Drainage Area Unts:

Aquifer Type:

Well Depth:

Well Hole Depth:

Ground water Ievels,Number of Measurements: 7 Level reading date:

Feet below surface: Not Reported Feet to sea level:

Note: Not Reported
Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:

Level reading date:

Feet to sea level:
1995-05-12
2231
1994-05-11
2232
1993-10-11
2230
1991-10-31
2234
1964-04-07
2249
1962-09-07
2250
Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Feet below surface:

Note:

Well
Not Reported
Not Reported
Not Reported
Not Reported
1260
Not Reported
1995-11-30
2230
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
Not Reported
TC5623099.2s Page A-39

Page 1040 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
Map ID
Direction
Distance
Elevation
Database EDR ID Number
E19
NW
1/2-1 Mile
Lower
Objectid: 17342
Longitude: -117.0029
State well numbe: 03S01W05R003S
Well use id: 6
County id: 33
Basin code: '8-2.08'
Dwr region id: 80238
Site id: CADW60000017342
CA WELLS CADW60000017342
Latitude: 33.9342
Site code: 339342N1170029W001
Local well name:

Well use descrip: Unknown
County name: Riverside
Basin desc: San Timoteo
Dwr region: Southern Region Office
TC5623099.2s Page A-40

Page 1041 of 3058 ends

GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS
RADON

AREA RADON INFORMATION
State Database: CA Radon
Radon Test Results
Zipcode
92223
Num Tests > 4 pCi/L
13 0
Federal EPA Radon Zone for RIVERSIDE County: 2
Note: Zone 1 indoor average level > 4 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and 20 pCi/L
Living Area - 1st Floor
Living Area - 2nd Floor
Basement

0.117 pCi/L

0.450 pCi/L

1.700 pCi/L
100%
100%
100%
0%
0%
0%
0%
0%
0%
TC5623099.2s Page A-41

Page 1042 of 3058 ends

PHYSICAL SETTING SOURCE RECORDS SEARCHED

TOPOGRAPHIC INFORMATION
USGS 7.5' Digital Elevation Model (DEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5' Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000 -scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection.

Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey

HYDROLOGIC INFORMATION
Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100 -year and 500 -year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.

State Wetlands Data: Wetland Inventory
Source: Department of Fish and Wildlife
Telephone: 916-445-0411

HYDROGEOLOGIC INFORMATION
AQUIFLOWR Information System
Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information.

GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).

STATSGO: State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture's (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.

SSURGO: Soil Survey Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management.

TC5623099.2s Page PSGR-1

Page 1043 of 3058 ends

PHYSICAL SETTING SOURCE RECORDS SEARCHED

LOCAL / REGIONAL WATER AGENCY RECORDS

FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.

PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).

USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.

STATE RECORDS
Water Well Database
Source: Department of Water Resources
Telephone: 916-651-9648
California Drinking Water Quality Database
Source: Department of Public Health
Telephone: 916-324-2319
The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information.

OTHER STATE DATABASE INFORMATION
California Oil and Gas Well Locations
Source: Department of Conservation
Telephone: 916-323-1779
Oil and Gas well locations in the state.

California Earthquake Fault Lines
Source: California Division of Mines and Geology
The fault lines displayed on EDR's Topographic map are digitized quaternary fault lines prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California's Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.

RADON
State Database: CA Radon
Source: Department of Public Health
Telephone: 916-210-8558
Radon Database for California
Area Radon Information
Source: USGS
Telephone: 703-356-4020
The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.

The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions.

TC5623099.2s Page PSGR-2

Page 1044 of 3058 ends

PHYSICAL SETTING SOURCE RECORDS SEARCHED
EPA Radon Zones
Source: EPA
Telephone: 703-356-4020
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels.

OTHER
Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656
Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR's Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California's Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.

TC5623099.2s Page PSGR-3

Page 1045 of 3058 ends

CITY OF BEAUMONT
APN 417-110-018

BEAUMONT, RIVERSIDE COUNTY, CALIFORNIA

APPENDIX E
PROJECT No. 21 I6-CR
APRIL 19, 2019

APPENDIX E

PROJECT TEAM QUALIFICATIONS
GEOTr

Page 1046 of 3058 ends

Anna M. Scott
Project Geologist
Education
B.S., Geology, University of California,
Riverside
GEOTEK
Professional Experience
Ms. Anna Scott has over 30 years of geotechnical experience and has worked on or managed a wide range of geotechnical projects throughout southern California, including the High Desert, Inland Empire, Antelope Valley, Coachella Valley, Orange County and Bak- ersfield area. Her geotechnical experience has ranged from field and laboratory technician to field, staff and project geologist. Ms. Scott's responsibilities include preparation of proposals, preliminary ge- otechnical investigations, seismic studies, settlement monitor installa- tion and studies, and field studies as a technician and geologist for large grading projects. Ms. Scott has performed Phase I and II ESAs for various property acquisitions and transfers throughout southern California.

Representative Project Experience
Ms. Scott has worked on numerous projects throughout southern California. Her experience includes working with various entities including the public and private sectors. Her vast knowledge includes geotechnical, environmental and materials services. This experience has been attained through small and large projects over the numer- ous years of her career.

Employment History
GeoTek, Inc., Riverside -Project Geologist, February 2005 — Pre- sent
GeoSoils, Inc., Santa Ana, September 1987 — February 2005

Page 1047 of 3058 ends

Edward H. LaMont, CEG, PG
Branch Manager
Areas of Expertise
Geotechnical Field Investigations
Grading and Earthwork Construction
Industry Standard of Care
Hillside, Liquefaction, Seismic Hazard,
Fault Analyses and Forensic Studies.

Education
Bachelor of Science in Geology, Cal
State University, Northridge
Registrations
Registered Geologist, PG 6025
Certified Engineering Geologist, CEG
1892
Certifications
OSHA 40 -Hr HAZWOPER Training
OSHA 8 -Hour Refresher
First Aid/CPR
Professional Affiliations
Association of Engineering Geologist
South Coast Geological Society
San Diego Association of Geologist
Inland Geological Society
BIA Riverside
BIA San Diego
GEOTEK
Professional Experience
Mr. LaMont has been involved with numerous public works, residen- tial and commercial earthwork projects within the southern Califor- nia area. Many residential and public works projects have been suc- cessfully completed across southern and central California. Projects include fault and subsidence studies, fault evaluations, various com- mercial and residential site developments, FEMA levee certifications and military construction projects. These projects have generally included preliminary geotechnical investigations, slope stability evalu- ations, review and design recommendations, street improvements construction and testing services, and project management.

In addition, Mr. LaMont has performed governmental review of ge- otechnical reports for the County of Orange. Mr. LaMont has also completed geotechnical studies for the Riverside County Flood Con- trol and Cities of Banning, Chino, Corona, Palm Springs, Lancaster and Victorville, to name a few.

Representative Project Experience
Project experience has included residential and commercial develop- ments, for various land developers including Melia Homes, Meritage Homes, Frontier Enterprises, DR Horton, Integral Communities, Taylor -Morrison, Warmington Homes, Shea Homes, etc. Mr. La - Mont has also completed geotechnical investigations and performed project management for numerous residential tracts and commercial facilities all across Southern California.

Professional History
Branch Manager/Principal Geologist - Riverside GeoTek, Inc., 2004 to present
Vice President, Principal Geologist - GeoSoils, Inc., Santa Ana, 2003 to 2004
Geotechnical Reviewer, Engineering Geologist - County of Orange, 2001 to 2003.

Project Geologist - GeoSoils, Inc., Santa Ana, California, 1994 to 2001.

Staff/Project Geologist - GeoSoils, Inc., Carlsbad, California, 1988 to 1994.

Page 1048 of 3058 ends

,G,
EOTEK
J. MICHAEL BATTEN, CAC, CEM, REPA
Principal/Environmental Services Manager
Education
BS in Geology, California State
University, Fresno 1988
Registrations
Certified Asbestos Consultant
(CA #95- 172 I )
Licensed Asbestos Abatement
Consultant (NV #IJPM0655)
Certified Environmental Manager
(NV #1782)
Asbestos Professional Inspector
(IL #I00 -I1092)
Registered Environmental
Property Assessor
(# I 13162))
• Certified Lead Inspector Assessor
(CA #4358)
• Certified Lead Inspector
(EPA #LBP-I-I 162326- I )
• Certified Lead Risk Assessor
(EPA #LBP-R-I 162326-I)
Certifications
• AHERA Certified Asbestos
Building Inspector, Management
Planner, Project Designer, &
Contractor/Supervisor
• EPA Accredited Lead -based Paint
Inspector & Risk Assessor
• OSHA HAZWOPER certified
worker & supervisor
• OSHA Construction Safety &
Health ( I 0 -Hour)
Affiliations
• American Society of Testing and
Materials
• National Registry of
Environmental Professionals
Professional Experience
Mr. Batten has over 30 years of environmental experience, throughout which he has conducted and managed
numerous environmental investigations, assessments, and remediations. He has prepared several NEPA assessments, USEPA EIS, and CEQA EIR reports. In addition, Mr. Batten has extensive experience in conducting asbestos and lead - based paint surveys and preparing management plans,
including remediation design, for asbestos and lead present in buildings.

Project Experience
• Phase I Environmental Site Assessments: Mr. Batten
has conducted more than 2,000 Phase I Environmental Site Assessments in 27 states, including Brownfield studies under USEPA grants.
• Phase II Environmental Site Assessments: Mr. Batten
has conducted more than 150 Phase II Environmental
Assessments, including Brownfield studies under USEPA
grants.
• Site Characterizations and Remediations: Mr. Batten
has experience conducting numerous site characterizations and remediations, including obtaining regulatory closure. • NEPA Studies: Mr. Batten has conducted more than 200
NEPA studies, including Environmental Assessments,
Environmental Impact Reports/Environmental Impact Studies, in eight states. The agencies involved include USEPA, FCC, BLM, National Park Service, and California EPA.
• Asbestos Services: Mr. Batten has conducted over 600
asbestos surveys in several states. He has also prepared numerous Asbestos Management Plans, prepared design plans, and monitored numerous abatement projects.
• Lead -Based Paint Services: Mr. Batten has conducted
numerous Lead -Based Paint surveys.
• Landfills: Mr. Batten has conducted investigations and overseen remediations on landfills in Fresno, California and Henderson, Nevada.
• Other Services: Mr. Batten has been called upon to
conduct less usual services on occasion, including mold consultation and investigation, radon studies, vapor intrusion studies, and indoor air quality studies.

Page 1049 of 3058 ends

J. MICHAEL BATTEN, continued...

G EOT
Professional History
Environmental Services Manager. GeoTek, Inc., 2001 to
present.

Director of Environmental Services. ATC Associates,
Inc., 1999 to 2001.

Director of Operations. Hygienetics Environmental
Services, Inc., 1997 to 1999.

Project Manager. AliWest Environmental, Inc., 1996 to
1997.

Project Manager. Citadel Environmental Services, Inc.,
2/1996 to 9/1996.

Project Manager. Boelter Environmental consultants,
3/1995 to 9/1995.

Senior Staff Geologist. Converse Consultants, 1992 to
1995.

Staff Geologist. Converse Environmental West, 1991 to
1992.

Project Geologist. Krazan and Associates, 1990 to 1991.

Environmental Technician. Krazan and Associates, 1989
to 1990.

Page 1050 of 3058 ends

e00c 40 1-90I. ebed
attonat Regi5trp of iEithtronmrntat
rot eto natg
for
(nbtronmentat QCerttfttatton5
tTji55 io to Certify that
1itbaez 3 T8atten
ljabtng gucetofutlp bemontrateb to tlje Zftabemic TBoarb of tfjio organ i ation the requireb feint of knotutebge anb ability, tg Ijere by atuarbeb the biOttnction of

3.eti5tereb enbiroumento .r ropertp a55e55or
togetl»er taiti alt rigbtt, benefito anb pribitegeo attatfjeb tljereto anb tat tfje name anb title of tije aforementioneb regiotrant io tobap ptaceb upon the register of tlje organri3ation. iben unber our banbo on t jili 15 bap of 3fune, 2013.
‘eyLei4)
utibt Dim
113162
Iltgigtriiiit jllltlbcr
This Certificate is the property of the Na tion al Registry of Environ mental Profession als and must, upo n dema nd , be returned.

8808 40 Z80I. ebed
11111i +jirtdrttion Ageing
r ,s is to rer itb at
.� M Batten
4 has fulfilled the requirements of the Toxic Substances Control Act (TaCA) Section 402, and has received certification to conduct lead -based paint activities pursuant. to 40 CFR Part 745.226 as:

Inspector
3in tip 3Jurisbirttnn
All EPA Administered Lead -based Paint Activities Program States, Tribes and Territories This certification is valid from the date of issuance and expires March 14, 2022 LBP-I-1162326-2
Certification #
December 08, 2018
Issued On
Adrienne Priselac, Manager, Toxics Office
Land Division

8g0£ 40 £80I. abed
tafrs
ntirti ,,, , $1s f I3rL1111L1r
463 'is t
J .M Batten .
has fulfilled the rquirements of the T oxic Substances Control Act (TSCA) Section 402, and has received certification to conduct lead -based paint activities pursuant t0 40 CFR Part 745.226 as:

Risk Assessor
ijn the Jurj,tifttjiw r
All EPA Administered Lead -based Paint Activities Program States, Tribes and Territories This certification is v alid from the date of issuance and expires March 14, 2022 LBP-R-1162326-2
Certification #
December 08, 2018
Issued On
Adrienne Priselac, Manager, Toxics Office
Land Division

STATE OF CALIFORNIA Edmund G, Brown, Jr. Governor

DEPARTMENT OF INDUSTRIAL RELATIONS
Division of Occupational Safety and Health
Asbestos Unit
2424 Arden Way, Suite 495
Sacramento, CA 95825-2417
(916) 574-2993 Office (916) 483-0572 Fax
httlp:f/ www.dir.ca.Qov/dirdatabases:html actu(Old ir.ca.gov 505011721C
109 115
August 23, 2018
J. Michael Batten
8240 Edmond Street
Las Vegas NV 89139
Dear Certified Asbestos Consultant or Technician:

Enclosed is your certification card. To maintain your certification, you must abide by the rules printed on the back of the certification card.

Your certification is valid for a period of one year. If you wish to renew your certification, you must apply for renewal at least 60 days before the expiration date shown on your card. [8 CCR 341.15(h)(1)].

Please hold and do not send copies of your required AHERA refresher renewal certificates to our office until you apply for renewal of your certification.

Certificates must be kept current if you are actively working as a CAC or CSST. The grace period is only for those who are not actively working as an asbestos consultant or site surveillance technician.

Please contact our office at the above address, fax number or email; of any changes in your contact/maiiing information within 15 days of the change.

Sii,erely,
a -----
Jeff, errell
Senior Safety Engineer
Attachment: Certification Card
cc: File
Renewal — Card Attached (Revised 10/24/2012)
State of California
Division of Occupational Safety and Health
Certified Asbestos Consultant
J. Michael Ba tpt T. ,
Certification No 954721
Expires OI 19127l18
Tllli Uarli Ep;itillf. XII 1 JOd 1}� [i�;:j[iKN e�'
'�uuPaL�'T * pD4. }'16�ilh r ? 4111,, mi
try Sedin<«718Defie.q:`oftieg
FPl I 11�n5 C,:.]yu

Page 1054 of 3058 ends

..)California Dc parrment of �••
PublicHealth • C OPH
Mr. J. Michael Batten
GeoTek, Inc.
6835 S. Escondido Street
Las Vegas, Nevada 89119
State of California Department of Public Health
InspectorlAssessor 1111712019
f
J. Michael Batten
+;„lo :43.58,E

Page 1055 of 3058 ends

9IDPH
Ii l 1N015 DFPARTMLNT0F PUBLIC HFAITH
-535 West Jeffer son Street • Springfield,
MICHAEL BA1'EN
8240 EDMOND STREET
LAS VEGAS, NV 89139
Illinois 62761-0001 ww oh.iilfnois.cov
4/5/2018
ASBESTOS PROFESSIONAL LICENSE ID NUMBER: 11092
Enclosed is your Asbestos Professional License. Please note the expiration date on the card and in the image depicted below.

COPY OF THE ASBESTOS PROFESSIONAL LICENSE
Front of License

ASBESTOS

PROFESSIONAL

LICENSE

ID NUMBER ISSUED
100 - 11 092 415/2018

MICHAEL BATTEN
8240 EDMOND STREET
,LAS VEGAS, NV 89139
Environmental Health

EXPIRES
05/15/2019
r. . S
Back of License

ENDORSEMENTS TC EXPIRES
INSPECTOR 3/20/2019
Alteration of this license shall result in legal action This license issued under authority of the State of Illinois Department of Public Health
This license is valid only when accompanied by a valid
training course certificate.

If you have any questions or need further assistance, contact the Asbestos Program at (217)782-3517 or fax (217)785-5897.

Our WEB address is: dph.illinois.gov/topics-services/environmental-health-protection/asbestos EMAIL Address: dnh.asbestos ct,illinois.frov

PROTECTING HEALTH, IMPROVING LIVES
Notionally Accredit -ea by PHA$

Page 1056 of 3058 ends

ctaio f&Cen
°apartment efe6freerpatiew and &Crturai C '.esaurcos
‘ainvinfofirena ` rotea/. r
This is to certify that
Michael J Batten
having given satisfactory evidence of the necessary qualifications as required by the Nevada Revised Statute 459.400 to 459.600, inclusive, and Nevada Administrative Code 459.970 to 459.9729, inclusive, has been granted certification as a Environmental Manager
in the State of Nevada
In testimony whereof, witness the sic nature of the Administrator and the Seal of the State of Nevada 1782
Certification Number
8/31/2019
Expiration Date
Greg Lovato, Administrator

Page 1057 of 3058 ends

State of Nevada Department of Business & Industry
Industrial Relations (DIR)

STATE OF NEVADA

PARTMENT OF BUSINESS AND INDUSTRY

DIVISION OF INDUSTRIAL RELATIONS
Occupational Safety and Health Administration
Asbestos Control Program
Certifies That J. Michael Batten
Geotek Insite Inc.
is Licensed As Asbestos Abatement Consultant
License No. IJ-655 te'�
Signature Of Licensee
MglIW

Page 1058 of 3058 ends

4 OCCUPATIONAL TRAINING & SUPPLY, INC.
7259 5 Attema SlTeel { W,IvwfiroOk. It 60627. f69016539900 w.+,og75555 cam Asbestos Building Inspector
Refresher
Occupational Training & Supply, Inc. certifies that
Michael Batten
Course fine: 9739/3B1B
faem0ne: 3/19!3039
55655555 pna: 3/19/2030
CeN6Te% nu.0en a1Po4Pa19a0B0
Npq.peasc.3....agTaAalPn.
rn
Tend 0.Sehro. wetter
M & C Environmental Training
Asbestos laspeetOr
RdrosharTrainillg Cwrte
Michael Batten
.ampa2Oaacok3.da Wan 15 pear Pen.Ara..r..rp...e q oCtdna* Max,.

Gamanaanata lo00•v40rY..D.araataaataerq:en*07T0P& aro.&e.Claim&3.meta GYPeavna3TflkSR3 YI{,w Me{Ii.aakats.,itt T eµ14,535 11 fdyAOaC (:Aram* Nu.. 0240041
Lmas: 0.4P.d1555* ez3PWsrM.h3.MY
nrJ&uv
PPn4r0'3..i.I.g.$14, ..P,
gaga., *NJ IR
Asbestos Project Designer
RefmherTnintng Course
m+«N 3.5 a, �nrrm .wmr�m aaw Ta&'anat.�
o_o_anara e.6. 4500* oAr P. TWe
eiby Pn.Yveim.miT.Mc.tae. %3Yee.eey P0.,oR 0u y.ti9M+P 0'300 ' 1058-1585 Is rags, iipawl0 rwm.a CAaa1 w
fa* mPm.owrale
error', er Tw7. s I0.kll
Ors..

SOrerr00: seq..er IL Me
979
i
dik 002340551
U.S. Department of Labor
Occupational Safety and Health Administration
rr i c,h&e, so- fke-le,
has successfully completed a 10 -hour Occupational Safety and Health Training Course in
Construction Safety & Health
Kenner Costen
(Tryiner)
M & C Environmental Training
Asbestm Management Planner
Renaherinining Courts
Michael Batten
ak
SOr ewln dann3@*M9oosere ngta5.5a. Magma rola . 1.5,..13.CP.r51R

5.1.14 .eaallago req.. oart5e11 0ancc .aol Aa.TRPR-tee - 150 g.,,,, mmsl5a,f %1 wasp lLrc.M.Wy.CYLwJa Tel. 054)035-13tl 54441AY9ra Nu* CASAYM
0Ar+s.: adk56, _.... ..

IDorr Maur S. Self
DiagrotlanpSableGas

0.:Um2 Nat. 49)96 PR
3PTPr.p m..P&3m.

Asbestos Contractor/Snpervlgor
R.efrtsherinning Coarse
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Page 1059 of 3058 ends

City of Beaumont
Request for Proposals

ARCHITECTURAL AND ENGINEERING SERVICES

FOR THE CITY YARD DEVELOPMENT PROJECT
Attachment 6
Professional Services Agreement Sample

BEAUMONT

Page 22 ends

Page 1060 of 3058 ends

City of Beaumont Agreement #
C24-XX

AGREEMENT FOR PROFESSIONAL SERVICES BY INDEPENDENT CONTRACTOR

THIS AGREEMENT FOR PROFESSIONAL SERVICES BY INDEPENDENT CONTRACTOR is made and effective as of the _th day of 2024, by and between the CITY OF BEAUMONT ("CITY") whose address is 550 E. 6th Street, Beaumont, California 92223 and , a , whose address is
("CONTRACTOR").

RECITALS
This Agreement is entered into on the basis of the following facts, understandings, and intentions of the parties to this Agreement:

A. CITY desires to engage CONTRACTOR to provide Architectural and Engineering Services; and
B. CONTRACTOR has made a proposal ("Proposal") to the CITY to provide such professional services, which Proposal is attached hereto as Exhibit "A" and incorporated herein by this reference; and
C. CONTRACTOR agrees to provide such services pursuant to, and in accordance with, the terms and conditions of this Agreement, and represents and warrants to CITY that CONTRACTOR possesses the necessary skills, licenses, certifications, qualifications, personnel and equipment to provide such services.

AGREEMENT
NOW, THEREFORE, in consideration of the foregoing Recitals and mutual covenants contained herein, CITY and CONTRACTOR agree as follows:

1. Term of Agreement. This Agreement is effective as of the date first above written and shall continue until terminated as provided for herein. Notwithstanding anything in this Agreement to the contrary, this Agreement shall automatically terminate after one (1) year(s) unless extended by the parties with the approval of the City Council of the CITY.

2. Services to be Performed. CONTRACTOR agrees to provide the services ("Services") per Exhibit "A". All Services shall be performed in the manner and according to the timeframe set forth in the Proposal. CONTRACTOR designates as CONTRACTOR'S professional(s) responsible for overseeing the Services provided by CONTRACTOR.

3. Associates and Subcontractors. CONTRACTOR may, at CONTRACTOR's sole cost and expense, employ such competent and qualified independent associates, subcontractors and consultants as CONTRACTOR deems necessary to perform the Services; provided, however, that CONTRACTOR shall not subcontract any of the Services without the written consent of CITY.

4. Compensation.
1

Page 1061 of 3058 ends

City of Beaumont Agreement #
C24-XX

4.01 CONTRACTOR shall be paid at the rates set forth in the Proposal and shall not increase any rate without the prior written consent of the CITY. Notwithstanding anything in this Agreement to the contrary, total fees and charges paid by CITY to CONTRACTOR under this Agreement shall not exceed Dollars and Cents ($ .j.

4.02 CONTRACTOR shall not be compensated for any Services rendered nor reimbursed for any expenses incurred in excess of those authorized unless approved in advance by the CITY, in writing.

4.03 CONTRACTOR shall submit to CITY, on or before the fifteenth (15t") of each month, itemized invoices for the Services rendered in the previous month. The CITY shall not be obligated to pay any invoice that is submitted more than sixty (60) days after the due date of such invoice. CITY shall have the right to review and audit all invoices prior to or after payment to CONTRACTOR. This review and audit may include, but not be limited to CITY' s:
a. Determination that any hourly fee charged is consistent with this Agreement's approved hourly rate schedule;
b. Determination that the multiplication of the hours billed times the approved rate schedule dollars is correct;
c. Determination that each item charged is the usual, customary, and reasonable charge for the particular item. If CITY determines an item charged is greater than usual, customary, or reasonable, or is duplicative, ambiguous, excessive, or inappropriate, CITY shall either return the bill to CONTRACTOR with a request for explanation or adjust the payment accordingly, and give notice to CONTRACTOR of the adjustment.

4.04 If the work is satisfactorily completed, CITY shall pay such invoice within thirty (30) days of its receipt. Should CITY dispute any portion of any invoice, CITY shall pay the undisputed portion within the time stated above, and at the same time advise CONTRACTOR in writing of the disputed portion.

5. Obligations of CONTRACTOR.

5.01 CONTRACTOR agrees to perform all Services in accordance with the terms and conditions of this Agreement and the Proposal. In the event that the terms of the Proposal shall conflict with the terms of this Agreement or contain additional terms that purport to bind the CITY other than the Services to be rendered and the price for the Services, the terms of this Agreement shall govern and said additional or conflicting terms shall be of no force or effect.

Page 1062 of 3058 ends

City of Beaumont Agreement #
C24-XX
hours. CONTRACTOR will determine the method, details, and means of performing the Services under this Agreement.

5.03 CONTRACTOR shall keep CITY informed as to the progress of the Services by means of regular and frequent consultations. Additionally, when requested by CITY, CONTRACTOR shall prepare written status reports.

5.04 CONTRACTOR is responsible for paying, when due, all income and other taxes, fees and withholding, including withholding state and federal taxes, social security, unemployment and worker's compensation, incurred as a result of the compensation paid under this Agreement. CONTRACTOR agrees to indemnify, defend and hold harmless CITY for any claims, costs, losses, fees, penalties, interest, or damages suffered by CITY resulting from CONTRACTOR' s failure to comply with this provision.

5.05 In the event CONTRACTOR is required to prepare plans, drawings, specifications and/or estimates, the same shall be furnished in conformance with local, state and federal laws, rules and regulations.

5.06 CONTRACTOR represents that it possesses all required licenses necessary or applicable to the performance of Services under this Agreement and the Proposal and shall obtain and keep in full force and effect all permits and approvals required to perform the Services herein. In the event CITY is required to obtain an approval or permit from another governmental entity, CONTRACTOR shall provide all necessary supporting documents to be filed with such entity.

5.07 CONTRACTOR shall be solely responsible for obtaining Employment Eligibility Verification information from CONTRACTOR' s employees, in compliance with the Immigration Reform and Control Act of 1986, Pub. L. 99-603 (8 U.S.C. 1324a), and shall ensure that CONTRACTOR' s employees are eligible to work in the United States.

5.08 In the event that CONTRACTOR employs, contracts with, or otherwise utilizes any Ca1PERS retirees in completing any of the Services performed hereunder, such instances shall be disclosed in advance to the CITY and shall be subject to the CITY's advance written approval.

5.09 Drug -free Workplace Certification. By signing this Agreement, the CONTRACTOR hereby certifies under penalty of perjury under the laws of the State of California that the CONTRACTOR will comply with the requirements of the Drug -Free Workplace Act of 1990 (Government Code, Section 8350 et seq.) and will provide a drug - free workplace.

5.10 CONTRACTOR shall comply with all applicable local, state and federal laws, rules, regulations, entitlements and/or permits applicable to, or governing the Services authorized hereunder.

6. Insurance. CONTRACTOR hereby agrees to be solely responsible for the health and safety of its employees and agents in performing the Services under this Agreement and shall 3

Page 1063 of 3058 ends

City of Beaumont Agreement #
C24-XX
comply with all laws applicable to worker safety including but not limited to Cal -OSHA.

Therefore, throughout the duration of this Agreement, CONTRACTOR hereby covenants and agrees to maintain insurance in conformance with the requirements set forth below. Attached hereto as Exhibit "B" are copies of Certificates of Insurance and endorsements as required by Section 7.02. If existing coverage does not meet the requirements set forth herein, CONTRACTOR agrees to amend, supplement or endorse the existing coverage to do so.

CONTRACTOR shall provide the following types and amounts of insurance:

6.01 Commercial general liability insurance in an amount of not less than $1,000,000 per occurrence and $2,000,000 in the aggregate; CONTRACTOR agrees to have its insurer endorse the general liability coverage required herein to include as additional insured's CITY, its officials, employees, and agents. CONTRACTOR also agrees to require all contractors and subcontractors to provide the same coverage required under this Section 6.

6.02 Business Auto Coverage in an amount no less than $1 million per accident.

If CONTRACTOR or CONTRACTOR's employees will use personal autos in performance of the Services hereunder, CONTRACTOR shall provide evidence of personal auto liability coverage for each such person.

6.03 Workers' Compensation coverage for any of CONTRACTOR's employees that will be providing any Services hereunder. CONTRACTOR will have a state -approved policy form providing statutory benefits as required by California law. The provisions of any workers' compensation will not limit the obligations of CONTRACTOR under this Agreement. CONTRACTOR expressly agrees not to use any statutory immunity defenses under such laws with respect to CITY, its employees, officials and agents.

6.04 Optional Insurance Coverage. Choose and check one: Required X /Not Required _; Errors and omissions insurance in a minimum amount of $2 million per occurrence to cover any negligent acts or omissions committed by CONTRACTOR, its employees and/or agents in the performance of any Services for CITY.

7. General Conditions pertaining to Insurance Coverage

7.01 No liability insurance coverage provided shall prohibit CONTRACTOR from waiving the right of subrogation prior to a loss. CONTRACTOR waives all rights of subrogation against CITY regardless of the applicability of insurance proceeds and shall require all contractors and subcontractors to do likewise.

7.02. Prior to beginning the Services under this Agreement, CONTRACTOR shall furnish CITY with certificates of insurance, endorsements, and upon request, complete copies of all policies, including complete copies of all endorsements. All copies of policies and endorsements shall show the signature of a person authorized by that insurer to bind coverage on its behalf.

Page 1064 of 3058 ends

City of Beaumont Agreement #
C24-XX
suspended, voided, canceled by either party, or reduced in coverage or in limits, except after thirty (30) days' prior written notice has been given to CITY.

7.04 Self-insurance does not comply with these insurance specifications.

CONTRACTOR acknowledges and agrees that that all insurance coverage required to be provided by CONTRACTOR or any subcontractor, shall apply first and on a primary, non- contributing basis in relation to any other insurance, indemnity or self-insurance available to CITY.

7.05 All coverage types and limits required are subject to approval, modification and additional requirements by CITY, as the need arises. CONTRACTOR shall not make any reductions in scope of coverage (e.g. elimination of contractual liability or reduction of discovery period) that may affect CITY' s protection without CITY' s prior written consent.

7.06 CONTRACTOR agrees to provide immediate notice to CITY of any claim or loss against CONTRACTOR or arising out of the Services performed under this Agreement. CITY assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve CITY.

8. Indemnification.

8.01 CONTRACTOR and CITY agree that CITY, its employees, agents and officials should, to the extent permitted by law, be fully protected from any loss, injury, damage, claim, lawsuit, cost, expense, attorneys' fees, litigation costs, defense costs, court costs or any other costs arising out of or in any way related to the performance of this Agreement by CONTRACTOR or any subcontractor or agent of either as set forth herein.

Accordingly, the provisions of this indemnity are intended by the parties to be interpreted and construed to provide the fullest protection possible under the law to CITY.

CONTRACTOR acknowledges that CITY would not enter into this Agreement in the absence of the commitment of CONTRACTOR to indemnify and protect CITY as set forth herein.
a. To the fullest extent permitted by law, CONTRACTOR shall defend, indemnify and hold harmless CITY, its employees, agents and officials, from any liability, claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses, damages or costs of any kind, whether actual, alleged or threatened, actual attorneys' fees incurred by CITY, court costs, interest, defense costs, including expert witness fees and any other costs or expenses of any kind whatsoever without restriction or limitation incurred in relation to, as a consequence of or arising out of, or in any way attributable actually, allegedly or impliedly, in whole or in part to the performance of this Agreement.

CONTRACTOR' s obligation to defend, indemnify and hold harmless shall include any and all claims, suits and proceedings in which CONTRACTOR (and/or CONTRACTOR's agents and/or employees) is alleged to be an employee of CITY.

All obligations under this provision are to be paid by CONTRACTOR as they are incurred by CITY.
5

Page 1065 of 3058 ends

City of Beaumont Agreement #
C24-XX
b. Without affecting the rights of CITY under any provision of this Agreement or this Section, CONTRACTOR shall not be required to indemnify and hold harmless CITY as set forth above for liability attributable solely to the fault of CITY, provided such fault is determined by agreement between the parties or the findings of a court of competent jurisdiction.
8A. Indemnification Design Professionals.
8A.01 In the event that CONTRACTOR is a design professional under California Civil Code Section 2782.8 this Section 8A shall apply instead of Section 8. To the fullest extent permitted by California law and in accordance with California Civil Code section 2782.8, CONTRACTOR shall indemnify, and hold harmless the City, its officers, employees, trustees and members ("Indemnified Parties") from any and all actions, assessments, counts, citations, claims, costs, damages, demands, judgments, liabilities (legal, administrative or otherwise), losses, notices, expenses, fines, penalties, proceedings, responsibilities, violations, attorney's and consultants' fees and causes of action including, but not limited to those for, injury to property or persons, including personal injury and/or death ("Claim(s)"), to the extent that the Claim(s) arises out of, pertains to, or relates to the negligence, recklessness, or willful misconduct of CONTRACTOR, its directors, officials, officers, employees and consultants arising out of, connected with, or resulting from the performance of the Services, the Project, or this Agreement. This indemnity excludes liability caused by the negligence or willful misconduct of any of the Indemnified Parties.

The cost to indemnify, hold harmless, and defend charged to CONTRACTOR shall not exceed CONTRACTOR'S proportionate percentage of fault.

9. Additional Services, Changes and Deletions.

9.01 In the event CONTRACTOR performs additional or different services than those described herein without the prior written approval of the City Manager and/or City Council of CITY, CONTRACTOR shall not be compensated for such services.

CONTRACTOR expressly waives any right to be compensated for services and materials not covered by the scope of this Agreement or authorized by the CITY in writing.

9.02 CONTRACTOR shall promptly advise the City Manager and Finance Director of CITY as soon as reasonably practicable upon gaining knowledge of a condition, event or accumulation of events which may affect the scope and/or cost of Services. All proposed changes, modifications, deletions and/or requests for additional services shall be reduced to writing for review and approval by the CITY and/or City Council.

10. Termination of Agreement.

10.01 Notwithstanding any other provision of this Agreement, CITY, at its sole option, may terminate this Agreement with or without cause, or for no cause, at any time by giving twenty (20) days' written notice to CONTRACTOR.

10.02 In the event of termination, the payment of monies due CONTRACTOR for undisputed Services performed prior to the effective date of such termination shall be paid within thirty (30) business days after receipt of an invoice as provided in this Agreement. 6

Page 1066 of 3058 ends

City of Beaumont Agreement #
C24-XX
Immediately upon termination, CONTRACTOR agrees to promptly provide and deliver to CITY all original documents, reports, studies, plans, specifications and the like which are in the possession or control of CONTRACTOR and pertain to CITY.

11. Status of CONTRACTOR.

11.01 CONTRACTOR shall perform the Services in CONTRACTOR's own way as an independent contractor, and in pursuit of CONTRACTOR' s independent calling, and not as an employee of CITY. However, CONTRACTOR shall regularly confer with CITY' s City Manager as provided for in this Agreement.

11.02 CONTRACTOR agrees that it is not entitled to the rights and benefits afforded to CITY' s employees, including disability or unemployment insurance, workers' compensation, retirement, Ca1PERS, medical insurance, sick leave, or any other employment benefit. CONTRACTOR is responsible for providing, at its own expense, disability, unemployment, workers' compensation and other insurance, training, permits, and licenses for itself and its employees and subcontractors.

11.03 CONTRACTOR hereby specifically represents and warrants to CITY that it possesses the qualifications and skills necessary to perform the Services under this Agreement in a competent, professional manner, without the advice or direction of CITY and that the Services to be rendered pursuant to this Agreement shall be performed in accordance with the standards customarily applicable to an experienced and competent professional rendering the same or similar services in the same geographic area where the CITY is located. Further, CONTRACTOR represents and warrants that the individual signing this Agreement on behalf of CONTRACTOR has the full authority to bind CONTRACTOR to this Agreement.

12. Ownership of Documents; Audit.

12.01 All draft and final reports, plans, drawings, studies, maps, photographs, specifications, data, notes, manuals, warranties and all other documents of any kind or nature prepared, developed or obtained by CONTRACTOR in connection with the performance of Services performed for the CITY shall become the sole property of CITY, and CONTRACTOR shall promptly deliver all such materials to CITY upon request. At the CITY's sole discretion, CONTRACTOR may be permitted to retain original documents, and furnish reproductions to CITY upon request, at no cost to CITY.

12.02 Subject to applicable federal and state laws, rules and regulations, CITY shall hold all intellectual property rights to any materials developed pursuant to this Agreement. CONTRACTOR shall not such use data or documents for purposes other than the performance of this Agreement, nor shall CONTRACTOR release, reproduce, distribute, publish, adapt for future use or any other purposes, or otherwise use, any data or other materials first produced in the performance of this Agreement, nor authorize others to do so, without the prior written consent of CITY.

12.03 CONTRACTOR shall retain and maintain, for a period not less than four years following termination of this Agreement, all-time records, accounting records and 7

Page 1067 of 3058 ends

City of Beaumont Agreement #
C24-XX
vouchers and all other records with respect to all matters concerning Services performed, compensation paid and expenses reimbursed. At any time during normal business hours and as often as CITY may deem necessary, CONTRACTOR shall make available to CITY's agents for examination all of such records and shall permit CITY's agents to audit, examine and reproduce such records.

13. Miscellaneous Provisions.

13.01 This Agreement, which includes all attached exhibits, supersedes any and all previous agreements, either oral or written, between the parties hereto with respect to the rendering of Services by CONTRACTOR for CITY and contains all of the covenants and agreements between the parties with respect to the rendering of such Services in any manner whatsoever. Any modification of this Agreement will be effective only if it is in writing signed by both parties.

13.02 CONTRACTOR shall not assign or otherwise transfer any rights or interest in this Agreement without the prior written consent of CITY. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement.

13.03 CONTRACTOR shall timely file FPPC Form 700 Conflict of Interest Statements with CITY if required by California law and/or the CITY' s conflict of interest policy.

13.04 If any legal action or proceeding, including an action for declaratory relief, is brought to enforce or interpret the provisions of this Agreement, the prevailing party will be entitled to reasonable attorneys' fees and costs, in addition to any other relief to which that party may be entitled.

13.05 This Agreement is made, entered into and shall be performed in the County of Riverside in the State of California and shall in all respects be interpreted, enforced and governed under the laws of the State of California. The parties agree that venue in any litigation between them shall be in Riverside County, California.

13.06 CONTRACTOR covenants that neither it nor any officer or principal of its firm has any interest, nor shall they acquire any interest, either directly or indirectly, which will conflict in any manner or degree with the performance of their Services hereunder.

CONTRACTOR further covenants that in the performance of this Agreement, no person having such interest shall be employed by it as an officer, employee, agent, or subcontractor.

13.07 CONTRACTOR has read and is aware of the provisions of Section 1090 et seq. and Section 87100 et seq. of the Government Code relating to conflicts of interest of public officers and employees. CONTRACTOR agrees that they are unaware of any financial or economic interest of any public officer or employee of the CITY relating to this Agreement. It is further understood and agreed that if such a financial interest does exist at the inception of this Agreement, the CITY may immediately terminate this Agreement by giving notice thereof. CONTRACTOR shall comply with the requirements 8

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City of Beaumont Agreement #
C24-XX
of Government Code section 87100 et seq. and section 1090 in the performance of and during the term of this Agreement.

13.08 Improper Consideration. CONTRACTOR shall not offer (either directly or through an intermediary) any improper consideration such as, but not limited to, cash, discounts, services, the provision of travel or entertainment, or any items of value to any officer, employee or agent of the CITY in an attempt to secure favorable treatment regarding this Agreement or any contract awarded by CITY. The CITY, by notice, may immediately terminate this Agreement if it determines that any improper consideration as described in the preceding sentence was offered to any officer, employee or agent of the CITY with respect to the proposal and award process of this Agreement or any CITY contract. This prohibition shall apply to any amendment, extension or evaluation process once this Agreement or any CITY contract has been awarded. CONTRACTOR shall immediately report any attempt by any CITY officer, employee or agent to solicit (either directly or through an intermediary) improper consideration from CONTRACTOR.

13.09 Severability. If any portion of this Agreement is declared invalid, illegal or otherwise unenforceable by a court of competent jurisdiction, the entire balance of this Agreement not so affected shall remain in full force and effect.

IN WITNESS WHEREOF, the parties hereby have made and executed this Agreement to be effective as of the day and year first above written.

CITY: CONTRACTOR:

CITY OF BEAUMONT
By: By:

David Fenn, Mayor
Print Name:

Title:

ATTEST:

By:

Nicole Wheelwright, Deputy City Clerk
APPROVED AS TO FORM:

By:

John O. Pinkney, City Attorney
9

Page 1069 of 3058 ends

EXHIBIT "A"

PROPOSAL
(insert behind this page)

Page 1070 of 3058 ends

City of Beaumont Agreement #
C24-XX
EXHIBIT "B"

CERTIFICATES OF INSURANCE AND ENDORSEMENTS
(insert behind this page)

Page 1071 of 3058 ends

City of Beaumont Agreement #
C24-86
EXHIBIT "B"

CERTIFICATES OF INSURANCE AND ENDORSEMENTS
(insert behind this page)

Page 1072 of 3058 ends

GILL&PA-01
CC ANA
,44cC)/eif,U CERTIFICATE OF LIABILITY INSURANCE
`.------

DATE(MM/DD/YYYY)
8/17/2022
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

PRODUCER License # 0E67768
IOA Insurance Services
4370 La Jolla Village Drive
Suite 600
San Diego, CA 92122
CONTACT Dana Schwartz
PHONE
IA/c, No, Ezt): (619) 574-6223 50203 ac, No(619) 574-6288 E-MAIL [email protected]
ADDRESS:

INSURERIS) AFFORDING COVERAGE
NAIL #
INSURER A: RLI Insurance Company
13056

INSURED
Gillis & Panichapan Architects, Incorporated
2900 Bristol St. Suite G205
Costa Mesa, CA 92626
INSURER B: Hudson Insurance Company
25054
INSURER C :

INSURER D :

INSURER E :

INSURER F :

COVERAGES
CERTIFICATE NUMBER:

REVISION NUMBER

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES- LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSR
LTR

TYPE OF INSURANCE
ADDL
INSD
SUBR
W D

POLICY NUMBER

POLICY EFF

IMM/DD/YYYYI

POLICY EXP

IMM/DD/YYYYL
LIMITS
A
X

COMMERCIAL GENERAL LIABILITY
X
PSB0001119
9/1/2022
9/1/2023

EACH OCCURRENCE
$ 2,000,000

CLAIMS -MADE
X
OCCUR
PRFMISESOfEaoccurence)
$ 1,000,000
X
Contractual Liab.

MED EXP (Any one person)
$ 10,000
X
Sery of Int

PERSONAL & ADV INJURY
$ 2,000,000
GEN'L

AGGREGATE
X

LIMIT APPLIES
PR8f
PER:

LOC

GENERAL AGGREGATE
$ 4,000,000

PRODUCTS - COMP/OP AGG
$ 4,000,000
Ded
$ 0
A

AUTOMOBILE
X
—
._,
X

LIABILITY

ANY AUTO
OWNED

AUTOSONLY

AUTOS ONLY
Comp.: $1,000
_
_
X

SCHEDULED
AUTOS

TOS ONLYY
Coll.: $1,000 $
X
PSA0001116
9/1/2022
9/1/2023

COMBINED SINGLE LIMIT
(Fe accident)
1,000,000
$
BODILY INJURY (Per person)_
$
BODILY INJURY (Per accident),
$
(Per PROacEcid RTntDAMAGE11
$
A
X

UMBRELLA LIAB

EXCESS LIAB
X
OCCUR

CLAIMS -MADE
PSE0001038
9/1/2022
9/1/2023

EACH OCCURRENCE
$ 3,000,000

AGGREGATE
$ 3,000,000
DED
X RETENTION $ 0
$
A

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY R

ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Mandatory m NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
Y/N
N / A
PSW0001177
9/1/2022
9/1/2023
X
5 TUTS FOTH
E.L. EACH ACCIDENT
$ 1,000,000
E.L. DISEASE - EA EMPLOYEE
$ 1,000,000
E.L. DISEASE - POLICY LIMIT
1,000 000
$
B
B
Prof Liab/Clms Made
Ded.: $5k Per Claim
PRB0619112815
PRB0619112815
11/8/2021
11/8/2021 I
11/8/2022
11/8/2022
Per Claim
Aggregate
2,000,000
2,000,000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: City of Anaheim - Hidden Canyon Pump Station Upgrades AKM, its officers and employees are Additional Insureds with respect to General and Auto Liability per the attached endorsements as required by written contract.
30 Days Notice of Cancellation with 10 Days Notice for Non -Payment of Premium in accordance with the policy provisions.

CERTIFICATE HOLDER

CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

The ACORD name and logo are registered marks of ACORD

Page 1073 of 3058 ends

C24-86
Scope of Service: GPA: Architecture, engineering services and Construction support
Professional Services
Ord. 1160; Chapter 3.02
NTE $74,999.99 (Approval by CM)
❑ Quote (submit to City Clerk's Office for next steps)
❑ Certificate of Insurance**
❑ Fully Executed Agreement
❑ Req must be entered & PO issued prior to order being placed.

Over $75,000
❑X Formal RFP or approved exception*
❑ Interviews and selection made (submit to City Clerk's Office for next steps) ❑ Subcommittee review
• Certificate of Insurance**
❑ Staff Report for City Council approval
❑ Fully Executed Agreement
❑ Req must be entered & PO issued prior to services commencing.

Insurance Requirements for Services
❑X General Liability (GL) - $1,000,000/ $2,000,000
❑ Business Auto Liability (AL) - $1,000,000/ $2,000,000 ❑X Workers Comp (WC) - $1,000,000
▪ Professional Liability (PI / E&O) - $2,000,000
❑X Additional Insured required for GL & AL
❑ Waiver of Subrogation required for GL, AL & WC
*Approved Exception List
❑ Legal Services
❑ Emergencies
❑ No competitive market
❑ No responses received
❑ Bidding already completed (Consortium)
Refer to Provisions for Bidding, Contracting and Purchases, Chapter 3.01. -Bidding Requirements Max 7 years: 5 -year w/two 1 -year renewals

Page 1074 of 3058 ends

City of Beaumont Agreement #
C24-86.1

AMENDED AND RESTATED AGREEMENT FOR PROFESSIONAL SERVICES BY

INDEPENDENT CONTRACTOR

THIS AGREEMENT FOR PROFESSIONAL SERVICES BY INDEPENDENT CONTRACTOR is made and effective as of the 19th day of August 2025, by and between the CITY OF BEAUMONT ("CITY") whose address is 550 E. 6th Street, Beaumont, California 92223 and Gillis + Panichapan Architects, a California Corporation whose address is 1101 Quail Street, Newport Beach, CA 92660 ("CONTRACTOR").

RECITALS
This Agreement is entered into on the basis of the following facts, understandings and intentions of the parties to this Agreement:

A. CITY currently has an agreement with the CONTRACTOR to provide Architecture and Engineering services, bidding support services, and construction support services for the Beaumont Transit Yard (Project); and
B. CONTRACTOR has made a request to amend the agreement ("Proposal") with the CITY for additional professional services, which Proposal is attached hereto as Exhibit "A" and incorporated herein by this reference; and
C. CONTRACTOR agrees to provide such services pursuant to, and in accordance with, the terms and conditions of this Agreement, and represents and warrants to CITY that CONTRACTOR possesses the necessary skills, licenses, certifications, qualifications, personnel and equipment to provide such services; and
D. The existing Agreement between the CITY and the CONTRACTOR cannot be extended, as the term of the existing Agreement has expired, and the parties have continued to operate under the existing terms as an "At Will Agreement;" and E. An Amended and Restated Agreement is necessary for the CONTRACTOR to have sufficient time to complete the remainder of the work.

AGREEMENT
NOW, THEREFORE, in consideration of the foregoing Recitals and mutual covenants contained herein, CITY and CONTRACTOR agree as follows:

1. Term of Agreement. This Agreement is effective as of the date first above written and shall continue until terminated as provided for herein. Notwithstanding anything in this Agreement to the contrary, this Agreement shall automatically terminate after three (3) year(s) unless extended by the parties with the approval of the City Council of the CITY.

2. Services to be Performed. CONTRACTOR agrees to provide the services ("Services") per Exhibit "A". All Services shall be performed in the manner and according to the timeframe set forth in the Proposal. CONTRACTOR designates Jack Panichapan as CONTRACTOR'S professional(s) responsible for overseeing the Services provided by

Page 10715 of 3058 ends

City of Beaumont Agreement #
C24-86.1
CONTRACTOR.

4. Compensation.

4.02 CONTRACTOR shall not be compensated for any Services rendered nor reimbursed for any expenses incurred in excess of those authorized unless approved in advance by the CITY, in writing.

4.03 CONTRACTOR shall submit to CITY, on or before the fifteenth (15th) of each month, itemized invoices for the Services rendered in the previous month. The CITY shall not be obligated to pay any invoice that is submitted more than sixty (60) days after the due date of such invoice. CITY shall have the right to review and audit all invoices prior to or after payment to CONTRACTOR. This review and audit may include, but not be limited to CITY' s:
a. Determination that any hourly fee charged is consistent with this Agreement's approved hourly rate schedule;
b. Determination that the multiplication of the hours billed times the approved rate schedule dollars is correct;
c. Determination that each item charged is the usual, customary, and reasonable charge for the particular item. If CITY determines an item charged is greater than usual, customary, or reasonable, or is duplicative, ambiguous, excessive, or inappropriate, CITY shall either return the bill to CONTRACTOR with a request for explanation or adjust the payment accordingly, and give notice to CONTRACTOR of the adjustment.

Page 106 of 3058 ends

City of Beaumont Agreement #
C24-86.1

5. Obligations of CONTRACTOR.

5.02 Except as otherwise agreed by the parties, CONTRACTOR will supply all personnel, materials and equipment required to perform the Services. CONTRACTOR shall provide its own offices, telephones, vehicles and computers and set its own work hours. CONTRACTOR will determine the method, details, and means of performing the Services under this Agreement.

5.07 CONTRACTOR shall be solely responsible for obtaining Employment Eligibility Verification information from CONTRACTOR's employees, in compliance with the Immigration Reform and Control Act of 1986, Pub. L. 99-603 (8 U.S.C. 1324a), and shall ensure that CONTRACTOR's employees are eligible to work in the United States.

Page 10 ends

City of Beaumont Agreement #
C24-86.1

5.10 CONTRACTOR shall comply with all applicable local, state and federal laws, rules, regulations, entitlements and/or permits applicable to, or governing the Services authorized hereunder.

6. Insurance. CONTRACTOR hereby agrees to be solely responsible for the health and safety of its employees and agents in performing the Services under this Agreement and shall comply with all laws applicable to worker safety including but not limited to Cal -OSHA.

CONTRACTOR shall provide the following types and amounts of insurance:

6.01 Commercial general liability insurance in an amount of not less than $1,000,000 per occurrence and $2,000,000 in the aggregate; CONTRACTOR agrees to have its insurer endorse the general liability coverage required herein to include as additional insured's CITY, its officials, employees and agents. CONTRACTOR also agrees to require all contractors and subcontractors to provide the same coverage required under this Section 6.

6.02 Business Auto Coverage in an amount no less than $1 million per accident.

If CONTRACTOR or CONTRACTOR's employees will use personal autos in performance of the Services hereunder, CONTRACTOR shall provide evidence of personal auto liability coverage for each such person.

7. General Conditions pertaining to Insurance Coverage

7.01 No liability insurance coverage provided shall prohibit CONTRACTOR from waiving the right of subrogation prior to a loss. CONTRACTOR waives all rights of

Page 10748 of 3058 ends

City of Beaumont Agreement #
C24-86.1
subrogation against CITY regardless of the applicability of insurance proceeds and shall require all contractors and subcontractors to do likewise.

7.03. All required policies shall be issued by a highly rated insurer with a minimum A.M. Best rating of "A:VII"). The insurer(s) shall be admitted and licensed to do business in California. The certificates of insurance hereunder shall state that coverage shall not be suspended, voided, canceled by either party, or reduced in coverage or in limits, except after thirty (30) days' prior written notice has been given to CITY.

7.04 Self-insurance does not comply with these insurance specifications.

8. Indemnification.

Accordingly, the provisions of this indemnity are intended by the parties to be interpreted and construed to provide the fullest protection possible under the law to CITY.

Page 10759 of 3058 ends

City of Beaumont Agreement #
C24-86.1
from any liability, claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses, damages or costs of any kind, whether actual, alleged or threatened, actual attorneys' fees incurred by CITY, court costs, interest, defense costs, including expert witness fees and any other costs or expenses of any kind whatsoever without restriction or limitation incurred in relation to, as a consequence of or arising out of, or in any way attributable actually, allegedly or impliedly, in whole or in part to the performance of this Agreement.

CONTRACTOR's obligation to defend, indemnify and hold harmless shall include any and all claims, suits and proceedings in which CONTRACTOR (and/or CONTRACTOR' s agents and/or employees) is alleged to be an employee of CITY.

All obligations under this provision are to be paid by CONTRACTOR as they are incurred by CITY.
b. Without affecting the rights of CITY under any provision of this Agreement or this Section, CONTRACTOR shall not be required to indemnify and hold harmless CITY as set forth above for liability attributable solely to the fault of CITY, provided such fault is determined by agreement between the parties or the findings of a court of competent jurisdiction.
8A. Indemnification Design Professionals.
8A.01 In the event that CONTRACTOR is a design professional under California Civil Code Section 2782.8 this Section 8A shall apply instead of Section 8. To the fullest extent permitted by California law and in accordance with California Civil Code section 2782.8, CONTRACTOR shall indemnify, and hold harmless the City, its officers, employees, trustees and members ("Indemnified Parties") from any and all actions, assessments, counts, citations, claims, costs, damages, demands, judgments, liabilities (legal, administrative or otherwise), losses, notices, expenses, fines, penalties, proceedings, responsibilities, violations, attorney's and consultants' fees and causes of action including, but not limited to those for, injury to property or persons, including personal injury and/or death ("Claim(s)"), to the extent that the Claim(s) arises out of, pertains to, or relates to the negligence, recklessness, or willful misconduct of CONTRACTOR, its directors, officials, officers, employees and consultants arising out of, connected with, or resulting from the performance of the Services, the Project, or this Agreement. This indemnity excludes liability caused by the negligence or willful misconduct of any of the Indemnified Parties.

The cost to indemnify, hold harmless, and defend charged to CONTRACTOR shall not exceed CONTRACTOR'S proportionate percentage of fault.

9. Additional Services, Changes and Deletions.

CONTRACTOR expressly waives any right to be compensated for services and materials not covered by the scope of this Agreement or authorized by the CITY in writing.

Page 10 ends

1 of 3058

City of Beaumont Agreement #
C24-86.1
reduced to writing for review and approval by the CITY and/or City Council.

10. Termination of Agreement.

Immediately upon termination, CONTRACTOR agrees to promptly provide and deliver to CITY all original documents, reports, studies, plans, specifications and the like which are in the possession or control of CONTRACTOR and pertain to CITY.

11. Status of CONTRACTOR.

11.01 CONTRACTOR shall perform the Services in CONTRACTOR's own way as an independent contractor, and in pursuit of CONTRACTOR's independent calling, and not as an employee of CITY. However, CONTRACTOR shall regularly confer with CITY's City Manager as provided for in this Agreement.

11.02 CONTRACTOR agrees that it is not entitled to the rights and benefits afforded to CITY's employees, including disability or unemployment insurance, workers' compensation, retirement, Ca1PERS, medical insurance, sick leave, or any other employment benefit. CONTRACTOR is responsible for providing, at its own expense, disability, unemployment, workers' compensation and other insurance, training, permits, and licenses for itself and its employees and subcontractors.

12. Ownership of Documents; Audit.

Page 10871 of 3058 ends

City of Beaumont Agreement #
C24-86.1

12.03 CONTRACTOR shall retain and maintain, for a period not less than four years following termination of this Agreement, all-time records, accounting records and vouchers and all other records with respect to all matters concerning Services performed, compensation paid and expenses reimbursed. At any time during normal business hours and as often as CITY may deem necessary, CONTRACTOR shall make available to CITY's agents for examination all of such records and shall permit CITY's agents to audit, examine and reproduce such records.

13. Miscellaneous Provisions.

13.03 CONTRACTOR shall timely file FPPC Form 700 Conflict of Interest Statements with CITY if required by California law and/or the CITY' s conflict of interest policy.

Page 10 ends

."
of 3058

City of Beaumont Agreement #
C24-86.1
CONTRACTOR further covenants that in the performance of this Agreement, no person having such interest shall be employed by it as an officer, employee, agent, or subcontractor.

Page 1063 of 3058 ends

City of Beaumont Agreement #
C24-86.1
IN WITNESS WHEREOF, the parties hereby have made and executed this Agreement to be effective as of the day and year first above written.

CITY:

CITY OF BEAUMONT
By:

Mike Lara, City Mayor
ATTEST:

By:

Nicole Wheelwright, Deputy City Clerk
APPROVED AS TO FORM:

By:

John O. Pinkney, City Attorney
CONTRACTOR:

GILLIS + PANICHAPAN ARCHITECTS
Digitally signed by Jack Panichapan, AIA
1�7 DN. CPanichapan
E=jack@gparc. ite hle"Ja k PGicha
(//(�//r— Panichapan Architects, Inc.", cle. Jack Panichapan, AIA"
By: Date: 2025.08.07 12:4442-07'00'
Print Name:

Title:

Jack Panichapan
CEO/Principal in Charge

Page 10 ends

City of Beaumont Agreement #
C24-86.1
EXHIBIT "A"

PROPOSAL
(insert behind this page)

Page 1085 of 3058 ends

Ctl
Tel. 714.668.4260
www.gparchitects.org
1101 Quail Street Newport Beach, California 92660
July 28, 2025
Vincent Lopez, Project Manager (CIP)
City of Beaumont
Public Works Department
550 E. 6th Street
Beaumont, CA 92223
Re: NEPA Support and Documentation Services - Beaumont City Yard Project Dear Vincent,
Gillis + Panichapan Architects, Inc. (GPa) is pleased to submit the affached proposal for NEPA Support and Documentation Services for the Beaumont City Yard Project at West 4th Street and Veile Avenue.

To support the City's pursuit of federal funding, GPa is partnering with Chambers Group, Inc. to prepare the necessary NEPA documentation, including an Environmental Assessment (EA) and associated project management and technical support. Chambers Group is currently leading the CEQA effort and is well -positioned to provide continuity in environmental compliance. Their detailed scope and fee proposal is affached for reference.

As prime consultant, GPa will manage and coordinate the subconsultant's services as part of our overall contract. Our proposed fee includes a 15% administrative coordination cost applied to the Chambers Group scope.
• Total Proposed Fee: $56,500, which includes:
• Subconsultant Scope (Chambers Group): --$48,900
• Administrative Coordination (-15% of subconsultant total): $7,600 Please don't hesitate to reach out with any questions —it would be our pleasure to support the City in moving forward.

Sincerely,
Jack Panichapan, AIA, Principal, CEO
Gillis + Panichapan Architects, Inc.
1 101 quail st newporf beach, california 92660 I P. 714.668.4260 F, 714,668,4265 I www.gparchitects.org

Page 1086 of 3058 ends

NEPA Support for the City Yard Project
City of Beaumont
Jack Panichapan, AIA, LEED AP
Gillis + Panichapan Architects, Inc.
1101 Quail Street,
Newport Beach, CA 92660

CHAMBERS
GROUP
June 19, 2025
Subject: NEPA Support and Documentation for the City of Beaumont City Yard Project Dear Jack,
As previously discussed with the City of Beaumont (City) and Gillis + Panichapan Architects, Inc. (GPA, hereby known as 'Client), we are providing the following scope to provide National Environmental Policy Act (NEPA) Support and Documentation (NEPA) for the City Yard Project (Project) located at the corner of West 4th Street and Veile Avenue.

Chambers Group is currently working with the City and the Client on completing the required studies for California Environmental Quality Act (CEQA) compliance for the Project which began in 2024. The City has requested a scope and fee for NEPA compliance should they pursue federal funding for the Project.

The source of federal funding is not known at this time. Based on the Project type, we are assuming that federal funding may be requested from the California Department of Transportation (Caltrans) or Housing and Urban Development (HUD) Community Development Block Grant (CDGB). Because each agency has their own compliance process and required reports, the scope we are providing is a general estimate to complete the NEPA document. A revised scope will be provided once the federal source has been identified.

In addition to completing a NEPA document, NEPA compliance technical studies will need to be prepared to meet the federal requirements and be incorporated into the NEPA document. The requirements of these studies will vary depending on the federal source and additional consultation and reports may be requested. Therefore, the scope and fee to update or provide NEPA compliant reports will be provided once the federal source has been identified. The following studies have already been completed in accordance with CEQA requirements. The studies may require revisions to comply with NEPA.
• Air Quality and Greenhouse Gas Report
• Noise Report
• Phase I Environmental Site Assessment
• Geotechnical Study
• Vehicle Miles Traveled Memo
Task I: Project Initiation and Project Description
Project Initiation Meeting
After receiving the NTP, Chambers Group will attend a Project Initiation Meeting with the Client and City via teleconference to discuss the Project description, purpose, schedule, and specific Project issues, as well as to receive additional Project information not already received from the Client.

Project Description
Chambers Group will utilize the Project Description utilized in the California Environmental Quality Act (CEQA) document as a base for preparing the NEPA Project Description. The Project Description will include a detailed narrative and graphical presentation of the Project and will include location and boundaries, regional and vicinity maps, and a Est
x/11'' 1979
Paae 1087 of 3058
www.c m ersgroupinc.com

NEPA Support for the City Yard Project
City of Beaumont

CHAMBERS
GROUP
statement of the Project goals and objectives. Chambers Group assumes that the Client will provide Project details regarding construction equipment, equipment usage details, and methods, to conduct proper analysis and the federal agency will provide the requirements for NEPA compliance. Chambers Group will submit an electronic copy of the draft Project Description to the Client for one round of review. Chambers Group will incorporate the revisions from the Client and prepare the final Project Description for the EA.

Task 2: Environmental Assessment (EA)
The Project includes construction and operation of a gas station for public use. This may prohibit the Project from submitting a Categorical Exclusion. Therefore, Chambers Group will prepare an EA in accordance with the Council on Environmental Quality (CEQ) regulations (40 Code of Federal Regulations [CFR] 1500-1508) implementing the NEPA (42 United States Code [USC] 4321 et seq.), using the federal agency's EA template to disclose and analyze potential environmental impacts from the Project.

Task 2. I: Administrative Draft EA
The EA will provide sufficient evidence and analysis to determine whether or not an Environmental Impact Statement (EIS) is required. The EA will be limited to an analysis of potential significant environmental issues identified through a scoping process with the public and review agencies. The EA will include brief descriptions of:
• The project, including the location of the project;
• An identification of the environmental setting;
• An identification of environmental effects with evidence to support the entries; • A discussion of the ways to mitigate the significant effects identified, if any; • An examination of whether the project would be consistent with existing zoning, plans, and other applicable land use controls, and
• The name of the person or persons who prepared or participated in the EA.

The analysis of the environmental effects and significance will address direct, indirect, and cumulative impacts of all the alternatives considered. These include the discussion of the Project's compliance with statutes, executive orders, and regulations listed at 24 CFR 50.4, 58.5 and 58.6, and EA factors including land development, socioeconomic, community facilities and services, and natural features as appropriate. The Administrative Draft EA will incorporate information from the updated technical reports, previously prepared technical reports, and Project information received during the Project Initiation. All other information will be obtained through publicly available data.

If the findings of the Administrative Draft EA indicate that the Project will significantly affect the quality of the human environment, the Project would require the preparation of an EIS. The preparation of an EIS will be provided as a separate scope.

Task 2.2: Draft EA
Chambers Group will prepare the Draft EA based on comments received on the Administrative Draft EA from the Client and/or the federal agency. The Draft EA will be resubmitted to the Client and the federal agency for one round of review and comment.

After receipt of one round of comments from the Client and/or the federal agency on the Draft EA, Chambers Group will incorporate changes and prepare a Final EA for the submittal.

Task 3: Final EA
Chambers Group will respond to all comments received on the Draft EA. Chambers Group will organize and draft responses to comments in cooperation with the Client and the federal agency for inclusion in the Final EA. An electronic copy of the administrative Final EA will be submitted to the Client and the federal agency for one round of review. For the purposes of this proposal, up to 10 comment letters are assumed with five comments each, with responses ea- Est
1979
2 Pae 1088 of 3058
www.c m ersgrouprnc.com

NEPA Support for the City Yard Project
City of Beaumont

CHAMBERS
GROUP
requiring minimal further investigation or studies. After receipt of one set of integrated comments on the administrative Final EA from the Client and/or the federal agency, Chambers Group will revise the documents accordingly and prepare the Final EA.

Task 4: Meetings and Project Management
Chambers Group staff will attend weekly progress meetings via teleconference not exceeding 1 hour per meeting in addition to the Project Initiation Meeting. Should the Client and/or the federal agency require attendance at additional Project meetings or public community meetings, Chambers Group staff will be available at an added cost. This task also includes project management and coordination time for the next twelve months, or completion of the Project; whichever comes first.

Costs
The services described in each task will be performed on a fixed fee basis. The costs for each task are shown below.

Task 1:

Task 2:

Task 3:

Task 4:

Total
$4,800.00
$23,975.00
$11,743.00
$8,400.00
$48,918.00
The services proposed herein are in compliance with the terms and conditions of the Master Services Agreement (MSA), dated May 17, 2024. Chambers Group considers the pricing and other business information the property of Chambers Group. This proposal and the information contained herein shall not be used for any purpose other than as specifically stated and shall not be disclosed to any other party without Chambers Group's written consent.

If this scope of work and cost meet with your satisfaction, please execute this letter and return it to Chambers Group as our authorization to begin work. The schedule and cost quoted herein are valid for 30 days.

If you have any questions, please do not hesitate to contact me at (949)261-5414 ext 7325 or at [email protected]
Sincerely,
CHAMBERS GROUP, INC.

Eunice Bagwan
Environmental Planner
.1W 1979
3 Paae 1089 of 3058
www.c m ersgroupinc.com

City of Beaumont Agreement #
C24-86.1
EXHIBIT "B"

CERTIFICATES OF INSURANCE AND ENDORSEMENTS
(insert behind this page)

Page 1090 of 3058 ends

GILL&PA-01

MCCOWANA
,
,acoRo. CERTIFICATE OF LIABILITY INSURANCE
ibi...—/

DATE (MM/DD/YYYY)
7/29/2025
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

PRODUCER License # 0E67768
IOA Insurance Services
3636 Nobel Drive
Suite 410
San Diego, CA 92122
CONTACT Lea Coleman
NAME:

PHONE FAX
(A/C, No, Ext): (619) 400-1996 (A/C, No):

ADDRESS: [email protected]

INSURER(S) AFFORDING COVERAGE
NAIC #
INSURER A: RLI Insurance Company
13056

INSURED
Gillis & Panichapan Architects, Incorporated
1101 Quail Street
Newport Beach, CA 92660
INSURER B : Hudson Insurance Company
25054
INSURER C :

INSURER D :

INSURER E :

INSURER F :

COVERAGES
CERTIFICATE NUMBER:

REVISION NUMBER:

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSR
LTR

TYPE OF INSURANCE
ADDL
INSD
SUER
WVD

POLICY NUMBER

POLICY EFF
(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY)
LIMITS
A
X

COMMERCIAL GENERAL LIABILITY
X
X
PSB0001119
9/1/2024
11/8/2025

EACH OCCURRENCE
$ 2,000,000

CLAIMS -MADE
X
OCCUR

DAMAGE TO RENTED
PREMISES (Ea occurrence)
1,000,000
$
X
Cont liab/Sev Int
MED EXP (Any one person)
$ 10,000

PERSONAL & ADV INJURY
$ 2,000,000
GEN'L

AGGREGATE
POLICY
OTHER:

LIMIT APPLIES
PECOT-
PER:

LOC

GENERAL AGGREGATE
$ 4,000,000

PRODUCTS - COMP/OP AGG
$ 4,000,000
Ded
$ 0
A

AUTOMOBILE
X
X

LIABILITY

ANY AUTO
OWNED

AUTOS ONLY
HIRED

AUTOS ONLY
Comp.: $1,000
X

SCHEDULED
AUTOS

NON -OWNED

AUTOS ONLY
Coll.: $1,000
X
X
PSA0001116
9/1/2024
11/8/2025

COMBINED SINGLE LIMIT
Ea accident)
1,000,000
$
BODILY INJURY (Per person)
$
BODILY INJURY (Per accident)
$

PROPERTY DAMAGE
(Per accident)
$
$
A
X

UMBRELLA LIAB

EXCESS LIAB
X
OCCUR

CLAIMS -MADE
PSE0001038
9/1/2024
11/8/2025

EACH OCCURRENCE
$ 3,000,000

AGGREGATE
$ 3,000,000
DED
X
RETENTION $ 0
$
A

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY

ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
Y / N
N /A
x
PSW0001177
9/1/2024
11/8/2025
X
PER

STATUTE
OTH-
ER
E.L. EACH ACCIDENT
$ 1,000,000
E.L. DISEASE - EA EMPLOYEE
$ 1,000,000
E.L. DISEASE - POLICY LIMIT
1,000,000
$
B
B
Prof Liab/Clms Made
Ded.: $5k Per Claim
PRB0619119734
PRB0619119734
11/8/2024
11/8/2024
11/8/2025
11/8/2025
Per Claim
Aggregate
2,000,000
2,000,000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: All Operations
City of Beaumont is Additional Insured with respect to General and Auto Liability per the attached endorsements as required by written contract. Insurance is Primary and Non -Contributory. Waiver of Subrogation applies to General Liability, Auto Liability and Workers' Compensation. 30 Days Notice of Cancellation with 10 Days Notice for Non -Payment of Premium in accordance with the policy provisions.

CERTIFICATE HOLDER

CANCELLATION
City of Beaumont
Procurement Contract Specialist
550 E. 6th Street
Beaumont, CA 92223

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

The ACORD name an ogo are reglstere marks of ACORD

RLI Insurance Company
Policy Number: PSB0001119
Named Insured: Gillis + Panichapan Architects, Inc.

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

RLIPack° FOR PROFESSIONALS

BLANKET ADDITIONAL INSURED ENDORSEMENT
This endorsement modifies insurance provided under the following:

BUSINESSOWNERS COVERAGE FORM - SECTION II - LIABILITY

1. C. WHO IS AN INSURED is amended to include as
an additional insured any person or organization that
you agree in a contract or agreement requiring
insurance to include as an additional insured on this
policy, but only with respect to liability for "bodily
injury", "property damage" or "personal and
advertising injury" caused in whole or in part by you
or those acting on your behalf:
a. In the performance of your ongoing operations;
b. In connection with premises owned by or rented
to you; or
c. In connection with "your work" and included
within the "product -completed operations
hazard".

2. The insurance provided to the additional insured by
this endorsement is limited as follows:
a. This insurance does not apply on any basis to
any person or organization for which coverage
as an additional insured specifically is added by
another endorsement to this policy.
b. This insurance does not apply to the rendering
of or failure to render any "professional
services".
c. This endorsement does not increase any of the
limits of insurance stated in D. Liability And
Medical Expenses Limits of Insurance.

3. The following is added to SECTION III H.2. Other
Insurance — COMMON POLICY CONDITIONS
(BUT APPLICABLE ONLY TO SECTION II —

LIABILITY)
However, if you specifically agree in a contract or
agreement that the insurance provided to an
additional insured under this policy must apply on a
primary basis, or a primary and non-contributory
basis, this insurance is primary to other insurance
that is available to such additional insured which
covers such additional insured as a named insured,
and we will not share with that other insurance,
provided that:
a. The "bodily injury" or "property damage" for
which coverage is sought occurs after you have
entered into that contract or agreement; or
b. The "personal and advertising injury" for which
coverage is sought arises out of an offense
committed after you have entered into that
contract or agreement.

4. The following is added to SECTION III K. 2.

Transfer of Rights of Recovery Against Others to
Us — COMMON POLICY CONDITIONS (BUT

APPLICABLE TO ONLY TO SECTION II -

LIABILITY)
We waive any rights of recovery we may have
against any person or organization because of
payments we make for "bodily injury", "property
damage" or "personal and advertising injury" arising
out of "your work" performed by you, or on your
behalf, under a contract or agreement with that
person or organization. We waive these rights only
where you have agreed to do so as part of a
contract or agreement with such person or
organization entered into by you before the "bodily
injury" or "property damage" occurs, or the "personal
and advertising injury" offense is committed.

ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.

PPB 304 02 12

Page 1092 of 3058 ends

Page 1 of 1 ends

Policy Number: PSA0001116
Named Insured: Gillis + Panichapan Architects, Inc.

RLI Insurance Company
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

RLIPack® BUSINESS AUTO ENHANCEMENT

SCHEDULE OF COVERAGES ADDRESSED BY THIS ENDORSEMENT
A. Broad Form Named Insured
B. Employees As Insureds
C. Blanket Additional Insured
D. Blanket Waiver Of Subrogation
E. Employee Hired Autos
F. Fellow Employee Coverage
G. Auto Loan Lease Gap Coverage
H. Glass Repair — Waiver Of Deductible
I. Personal Effects Coverage
J. Hired Auto Physical Damage Coverage
K. Hired Auto Physical Damage — Loss Of Use
L. Hired Car — Worldwide Coverage
M. Temporary Transportation Expenses
N. Amended Bodily Injury Definition — Mental Anguish
O. Airbag Coverage
P. Amended Insured Contract Definition — Railroad Easement Q. Coverage Extensions — Audio, Visual And Data Electronic Equipment Not Designed Solely For The Production Of Sound
R. Notice Of And Knowledge Of Occurrence
S. Unintentional Errors Or Omissions
T. Towing Coverage
PPA 300 03 13 Page 1093 of 3058 Page 1 of 5

This endorsement modifies insurance provided under the following:

BUSINESS AUTO COVERAGE FORM
A. Broad Form Named Insured
The following is added to the SECTION II -
COVERED AUTOS LIABILITY COVERAGE, Para-
graph A.1. Who Is An Insured Provision:

Any business entity newly acquired or formed by you
during the policy period, provided you own fifty
percent (50%) or more of the business entity and the
business entity is not separately insured for Bus-iness Auto Coverage. Coverage is extended up to a
maximum of one hundred eighty (180) days following
the acquisition or formation of the business entity.

This provision does not apply to any person or
organization for which coverage is excluded by
endorsement.

B. Employees As Insureds
The following is added to the SECTION II -
COVERED AUTOS LIABILITY COVERAGE, Para-
graph A.1. Who Is An Insured Provision:

Any "employee" of yours is an "insured" while using a
covered "auto" you don't own, hire or borrow in your
business or your personal affairs.

C. Blanket Additional Insured
The following is added to the SECTION II -
COVERED AUTOS LIABILITY COVERAGE, Para-
graph A.1. Who Is An Insured Provision:

Any person or organization that you are required to
include as an additional insured on this coverage form
in a contract or agreement that is executed by you
before the "bodily injury" or "property damage" occurs
is an "insured" for liability coverage, but only for
damages to which this insurance applies and only to
the extent that person or organization qualifies as an
"insured" under the Who Is An Insured provision
contained in SECTION II - COVERED AUTOS
LIABILITY COVERAGE.

The insurance provided to the additional insured will
be on a primary and non-contributory basis to the
additional insured's own business auto coverage if
you are required to do so in a contract or agreement
that is executed by you before the "bodily injury" or
"property damage" occurs.

D. Blanket Waiver Of Subrogation
The following is added to the SECTION IV - BUSI-
NESS AUTO CONDITIONS, A. Loss Conditions, 5.

Transfer Of Rights Of Recovery Against Others
To Us:

We waive any right of recovery we may have against
any person or organization to the extent required of
you by a contract executed prior to any "accident" or
"loss", provided that the "accident" or "loss" arises out of the operations contemplated by such contract. The
waiver applies only to the person or organization
designated in such contract.

E. Employee Hired Autos

1. The following is added to the SECTION II -

COVERED AUTOS LIABILITY COVERAGE,
Paragraph A.1. Who Is An Insured Provision:

An "employee" of yours is an "insured" while
operating an "auto" hired or rented under a
contract or agreement in that "employee's" name,
with your permission, while performing duties
related to the conduct of your business.

2. Changes In General Conditions:

Paragraph 5.b. of the Other Insurance Con-
dition in the BUSINESS AUTO CONDITIONS is
deleted and replaced with the following:
b. For Hired Auto Physical Damage Coverage,
the following are deemed to be covered
"autos" you own:
(1) Any covered "auto" you lease, hire, rent
or borrow; and
(2) Any covered "auto" hired or rented by
your "employee" under a contract in that
individual "employee's" name, with your
permission, while performing duties
related to the conduct of your business.

However, any "auto" that is leased, hired,
rented or borrowed with a driver is not a
covered "auto".

F. Fellow Employee Coverage

SECTION II - COVERED AUTOS LIABILITY
COVERAGE, Exclusion B.5. does not apply if you
have workers compensation insurance in -force
covering all of your employees.

G. Auto Loan Lease Gap Coverage

SECTION III - PHYSICAL DAMAGE COVERAGE,
C. Limit Of Insurance, is amended by the addition of
the following:

In the event of a total "loss" to a covered "auto" shown in the Schedule of Declarations, we will pay any
unpaid amount due on the lease or loan for a covered
"auto", less:

1. The amount paid under the PHYSICAL
DAMAGE COVERAGE section of the policy; and

2. Any:
a. Overdue lease/loan payments at the time of
the "loss";
PPA 300 03 13

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b. Financial penalties imposed under a lease for
excessive use, abnormal wear and tear or
high mileage.
c. Security deposits not returned by the lessor;
d. Costs for extended warranties, Credit Life
Insurance, Health, Accident or Disability
Insurance purchased with the loan or lease;
and
e. Carry-over balances from previous loans or
leases.

H. Glass Repair — Waiver Of Deductible

SECTION III - PHYSICAL DAMAGE COVERAGE,
D. Deductible is amended by adding the following:

No deductible for a covered "auto" will apply to glass
damage if the glass is repaired rather than replaced.

I. Personal Effects Coverage
The following is added to SECTION III - PHYSICAL
DAMAGE COVERAGE, A. Coverage, 4. Coverage
Extensions:
c. Personal Effects Coverage
In the event of a total theft loss of your covered
"auto" we will pay up to $400 for "loss" to wearing
apparel and other personal effects which are:
(1) Owned by an "insured"; and
(2) In or on your covered "auto";
No deductible applies to Personal Effects
Coverage.

J. Hired Auto Physical Damage Coverage
The following is added to SECTION III - PHYSICAL
DAMAGE COVERAGE, A. Coverage, 4. Coverage
Extensions:
d. Hired Auto Physical Damage Coverage
If hired "autos" are covered "autos" for Liability
Coverage and this policy also provides Physical
Damage Coverage for an owned "auto", then the
Physical Damage Coverage is extended to
"autos" that you hire, rent or borrow subject to the
following:
(1) The most we will pay for "loss" in any one
"accident" to a hired, rented or borrowed
"auto" is the lesser of:
(a) $60,000
(b) The actual cash value of the damaged or
stolen property as of the time of the
"loss"; or
(c) The cost of repairing or replacing the
damaged or stolen property with other
property of like kind and quality.
(2) An adjustment for depreciation and physical
condition will be made in the event of a total
"loss".
(3)
If a repair or replacement results in better
than like kind or quality, we will not pay for the
betterment.
(4) A deductible equal to the highest Physical
Damage deductible applicable to any owned
auto will apply.

This Coverage Extension will not apply to:
(a) Any "auto" that is hired, rented or
borrowed with a driver; or
(b) Any "auto" that is hired, rented or
borrowed from your "employee".

K. Hired Auto Physical Damage — Loss Of Use
The following is added to SECTION III - PHYSICAL
DAMAGE COVERAGE, A. Coverage, 4. Coverage
Extensions:
(5)
e. We will pay sums which you legally must pay to
the lessor of a covered "auto" which you have
leased without a driver for thirty (30) days or less
for the lessor's loss of use of the covered "auto",
provided:
(1) This insurance provides comprehensive,
specified causes of loss or collision covered
on the covered "auto";
(2) The loss of use results from the covered
"auto" being damaged in an "accident" while
you are leasing it.

We will pay up to a maximum limit of $1,500 for
this covered extension.

L. Hired Car — Worldwide Coverage
The following is added to SECTION II - COVERED
AUTOS LIABILITY COVERAGE, A.2. Coverage
Extensions:
f. Hired Car — Worldwide Coverage
(1)
We will pay all sums an "insured" legally must
pay as damages because of "bodily injury" or
"property damage" to which this insurance
applies, caused by an "accident" which
occurs outside of the United States of
America, the territories and possessions of
the United States of America, Puerto Rico
and Canada resulting from the maintenance,
or use of any covered "auto" of the private
passenger type you lease, hire, rent or
borrow without a driver for thirty (30) days or
less.
(2) With respect to any claim made or "suit"
instituted outside the United States of
America, the territories and possessions of
the United States of America, Puerto Rico,
and Canada:

PPA 300 03 13

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(3)
(a) You shall undertake the investigation,
settlement and defense of such claims
and "suits" and keep us advised of all
proceedings and actions.
(b) You will not make any settlement without
our consent.
(c) We will reimburse you:
(i)
For the amount of damages be-
cause of liability imposed upon you
by law on account of "bodily injury" or
"property damage" to which this
insurance applies, and
(ii) For all reasonable expenses incurred
with our consent in connection with
the investigation, settlement or
defense of such claims or "suits".

Reimbursement for expenses will be
part of the Limit of Insurance for
liability coverage shown in the
Business Auto Coverage
Declarations, and not in addition to
such limits.

The limit of Insurance for Liability Coverage
shown in the Business Auto Coverage
Declarations is the most we will reimburse
you for the sum of all damages imposed on
you, as set forth in paragraph 2.c. above, and
all expenses incurred by you arising out of
any single "accident" or "loss".
(4) You must maintain the greater of the follow-
ing primary auto liability insurance limits:
(a) Compulsory admitted insurance with
limits required to be in force to satisfy the
legal requirements of the jurisdiction
where the accident occurs; or
(b) Insurance limits required by law and
issued by a government entity or by an
insurer licensed or permitted by law to do
business in the jurisdiction where the
"accident" occurs; or
(c) Auto liability insurance limits of at least
$300,000 combined single limit or
$100,000 per person/$300,000 per acci-
dent Bodily Injury, $100,000 Property
Damage.

If you fail to comply with the above, this
insurance is not invalidated. However, in the
event of a "loss", we will pay only to the extent
that we would have been liable had you so
complied.

The insurance provided by this coverage
extension is excess over any other collec-
tible insurance available to you whether on a
primary, excess contingent or any other
basis.
(5)
M. Temporary Transportation Expenses

SECTION III - PHYSICAL DAMAGE COVERAGE,
A.4. Coverage Extensions, subparagraph a.

Transportation Expenses is deleted and replaced
by the following:
a. Transportation Expenses
(1)
We will pay up to a maximum of $1,500 for
temporary transportation expense incurred
by you because of Physical Damage to a
covered "auto".
(2) We will pay only for those covered "autos" for
which you carry Comprehensive, Colli-sion or
Specified Case of Loss Coverage.

We will pay only for those expenses incurred
by you during the period of time that begins
twenty-four (24) hours after the covered
"loss" and ends at the time when the covered
"auto" can be reasonable repaired or
replaced.
(4) This coverage does not apply while there are
spare or reserve "autos" available to you for
your operations.

N. Amended Bodily Injury Definition — Mental
Anguish
The following is added to SECTION V -
DEFINITIONS, Definition C.:
"Bodily injury" also includes mental anguish, but only
when the mental anguish arises from other bodily
injury, sickness or disease.

O. Airbag Coverage
The following is added to SECTION III - PHYSICAL
DAMAGE COVERAGE B. Exclusions 3.a.:
(3)
However, this exclusion will not apply to accidental
discharge of an airbag due to mechanical or electrical
breakdown.

P. Amended Insured Contract Definition — Railroad
Easement
SECTION V - DEFINITIONS paragraph H. "Insured
contact" is modified as follows:

1. Paragraph H.3. is replaced by the following:

3. Any easement or license agreement.

2. Paragraph H.6.a. is deleted.

Q. Coverage Extensions — Audio, Visual And Data
Electronic Equipment Not Designed Solely For
The Production Of Sound
SECTION III - PHYSICAL DAMAGE COVERAGE B.

Exclusions, exception paragraph a. to exclusion 4.c.
and 4.d. is deleted and replaced with the following:

PPA 300 03 13

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Page 4 of 5 ends

a. Equipment and accessories used with such
equipment, except for tapes, records, discs or
other electronic media device, provided such
equipment is permanently installed in the covered
"auto" at the time of the "loss" or is removable
from the housing unit which is permanently
installed in the covered "auto" at the time of the
"loss", and such equipment is designed to be
solely operated by use of the power from the
"autos" electrical system, in or upon the covered
"autos"; or
R. Notice Of And Knowledge Of Occurrence

SECTION IV - BUSINESS AUTO CONDITIONS,
A.2. Duties In The Event Of Accident, Claim Suit
Or Loss, subparagraph a. is deleted and replaced
with the following:
a. In the event of "accident", claim, "suit" or "loss", you must give us or our authorized repre-
sentative prompt notice of the "accident" or "loss"
including:
(1) How, when and where the "accident" or "loss"
occurred;
(2) The "insured's" name and address; and
(3) To the extent possible, the names and
addresses of any injured person and
witnesses.

Your duty to give us or our authorized
representative prompt notice of the "accident" or
"loss" applies only when the "accident" or "loss" is
known to:
(1) You, if you are an individual;
(2) A partner if you are a partnership; or
(3) An executive officer or insurance manager, if
you are a corporation.

S. Unintentional Errors Or Omissions
SECTION IV - BUSINESS AUTO CONDITIONS, B.

General Conditions; 2. Concealment Misrepre-
sentation Or Fraud is amended by adding the
following:

The unintentional omission of, or unintentional error
in, any information given by you shall not prejudice
your rights under this insurance. However this pro-
vision does not affect our right to collect additional
premium or exercise our right of cancellation or
nonrenewal.

T. Towing Coverage

SECTION III - PHYSICAL DAMAGE COVERAGE,
A.2. Towing, is deleted and replaced by the
following:

2. We will pay up to $750 for towing and labor costs
incurred each time a covered "auto" is disabled
due to a covered cause of loss. However:
a. All labor must be performed at the place of
disablement; and
b. If the covered auto is a private passenger
type no deductible applies; and
c. If the covered auto is not of the private
passenger type our obligation to pay will be
reduced by a $250 deductible per
disablement.

ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.

PPA 300 03 13

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Named Insured: Gillis & Panichapan Architects, Incorporated Policy Number: PSW0001177 WORKERS' COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 04-84)
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT —CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule.

The additional premium for this endorsement shall be % of the California workers' compensation premium otherwise due on such remuneration.

Schedule
Person or Organization Job Description
All persons or organizations that are party to a contract that requires you to obtain this agreement, provided you
executed the contract before the loss
Jobs performed for an person or organization
that you have agreed with in a written contract
to provide this agreement

Page 1098 of 3058 ends

BEAUMONT
California Levine Act Statement
California Government Code Section 84308, commonly referred to as the "Levine Act," prohibits any Beaumont City Council Member from participating in any action related to a contract or application if he or she receives any political contributions totaling more than $500 within the previous twelve months, and for twelve months following the date a final decision from the business/board or applicant.

The Levine Act also requires a member of the Beaumont City Council who has received such a contribution to disclose the contribution on the record of the proceeding.

Current Beaumont City Council Members are listed at:
https://www.beaumontca.gov/29/City-Council
Proposers are responsible for accessing this link to review the names prior to answering the following questions.

1. Have you or your company, or any agent/board member on behalf of you or your company/entity, made any political contributions of more than $500 to any Beaumont City Council Member in the 12 months preceding the date of the submission of your proposal or application, or the anticipated date of any Council action? YES If yes, please identify the Council Member(s):

X NO

2. Do you or your company/entity, or any agency on behalf of you or your company/entity, anticipate or plan to make any political contribution of more than $500 to any Beaumont City Council Member in the 12 months following any Council action related to your proposal or application?
YES If yes, please identify the Council Member(s):

X NO
Answering yes to either of the two questions above does not preclude the Beaumont City Council from awarding a contract or approving an application or any subsequent action. It does however, preclude the identified Council Member(s) from participating in any actions related to your proposal or application.
07/29/2025
Date
Digitally signed byJack Panichapan,
AIA
DN: C=US, [email protected],
O="Gillis + Panichapan Architects,
Inc.", CN="Jack Panichapan, AIA"
Date: 2025.07.29 09:30:23-07'00'
Signature of authorized individual
Jack Panichapan
Gillis + Panichapan Architects, Inc.

Company/Applicant Name
City of Beaumont 1550 E. 6th Street, Beaumont, CA 92223 I (951) 769-8520 I BeaumontCA.gov

Page 1099 of 3058 ends

BEAUMON
-C A L I F O R N !IT
Staff Report
TO: City Council
FROM: Jennifer Ustation, Finance Director
Robert Vestal, Public Works Director
DATE August 19, 2025
SUBJECT: Authorization to Execute Agreement for SB 821 Bicycle and Pedestrian Facilities Program Funding
Description Request for City Council to authorize the City Manager to sign the SB 821 grant agreement to fund the City's Bicycle and Pedestrian Connectivity Master Plan Update and Action Plan.

Background and Analysis:

In February 2025, the City submitted a grant application to the Riverside County Transportation Commission (RCTC) under the SB 821 Bicycle and Pedestrian Facilities Program to fund an update to its 2011 Bicycle and Pedestrian Connectivity Master Plan.

The proposed Project aligns with the Mobility Element of the City's 2040 General Plan and prioritizes safety, accessibility, and multi -modal transportation options throughout the community.

The updated Plan will address existing gaps in pedestrian and bicycle infrastructure, improve safety through a Complete Streets framework, and enhance connectivity to key destinations and transit corridors. The Plan will be developed through community engagement, with input from a Bicycle and Pedestrian Advisory Council (BPAC) that will be established as part of the project. The project received strong community and stakeholder support, including letters from County Supervisor Guiterrez, the Beaumont Chamber of Commerce, the Beaumont Unified School District, and Beaumont High School's Track and Cross Country teams.

City staff concurrently applied for additional federal funding to develop a comprehensive Citywide Safety Plan that would integrate this SB 821 -funded effort. If the federal funding is awarded (with a decision anticipated by December 2025), this project will serve as the local match. If unsuccessful, the City will proceed with the Bicycle and Pedestrian Plan Update as outlined in the current scope.

Page 1100 of 3058 ends

Fiscal Impact:

Total Project Cost: $325,450
• SB 821 Grant Award: $248,400
• Required Cash Match: $57,050
• In -Kind Match (staff time and indirect costs): $20,000 City staff will present a future item to City Council to create a Capital Improvement Project, establish a project budget of $305,450, and identify a funding source of $57,050.

The in -kind match will be tracked separately through payroll and estimated indirect costs.

The estimated cost to prepare this report is $360.

Recommended Action:

Approve the Grant Agreement between the City of Beaumont and Riverside County Transportation Commission for the period of thirty-six (36) months, from the date of the agreement, in an amount of $248,400; and
Authorize the City Manager, or designee, to execute the agreement and any necessary documents related to the grant.

Attachments:

A. RCTC - SB 821 Grant Agreement
B. Facilities Map - Bicycle and Pedestrian Facilities Program

Page 1101 of 3058 ends

AGREEMENT No. 25-62-129-00

RIVERSIDE COUNTY TRANSPORTATION COMMISSION
AGREEMENT FOR FUNDING UNDER SB 821 BICYCLE AND

PEDESTRIAN FACILITIES PROGRAM
(Transportation Development Act Article 3; Senate Bi11 821) This Funding Agreement ("AGREEMENT") is entered into as of , 2025 ("Effective Date"), by and between the RIVERSIDE COUNTY TRANSPORTATION COMMISSION ("RCTC") and City of Beaumont ("RECIPIENT"). RCTC and RECIPIENT may be referred to herein individually as a "Party" and collectively as the "Parties."

RECITALS
A. RCTC is a county transportation commission created and existing pursuant to California Public Utilities Code Sections 130053 and 130053.5.

B. Under RCTC's SB 821 Bicycle and Pedestrian Facilities Program ("PROGRAM"), cities and counties in the County of Riverside are notified of the availability of PROGRAM funding and a call for projects ("CALL FOR PROJECTS") is anticipated to be issued biennially by RCTC.

C. On February 3rd, 2025, a CALL FOR PROJECTS was published by RCTC seeking applications for FY 2025/26 PROGRAM funding, which applications were reviewed in accordance with the applicable evaluation criteria included in the CALL FOR PROJECTS.

D. Based on the application attached as Attachment 1 and incorporated herein by this reference, RECIPIENT has been selected to receive PROGRAM funding for its proposed City of Beaumont Bicycle and Pedestrian Master Plan Update/Action Plan ("PROJECT").

E. Funding for the PROJECT shall be provided pursuant to the terms contained in this AGREEMENT and pursuant to applicable PROGRAM policies adopted by RCTC, which are attached hereto and incorporated herein as Attachment 2.

NOW, THEREFORE, in consideration of the preceding recitals and the mutual covenants and consideration contained herein, the Parties mutually agree as follows:

1. Incorporation of Recitals. The Parties acknowledge and agree that the above recitals are true and correct, and hereby incorporate those recitals by this reference into the AGREEMENT.

2. RCTC Funding Amount. RCTC hereby agrees to distribute to the RECIPIENT, on the terms and conditions set forth herein, a sum not to exceed Two Hundred Forty -Eight Thousand Four Hundred Dollars ($248,400), to be used exclusively for reimbursing the RECIPIENT for eligible expenses as described herein ("FUNDING AMOUNT"). RECIPIENT acknowledges and agrees that the FUNDING AMOUNT may be less than the actual and final cost of the PROJECT, which final costs are the sole responsibility of RECIPIENT, and 1 17336.00005\41471305.2

Page 1102 of 3058 ends

RCTC will not contribute PROGRAM funds in excess of the maximum authorized in this Section 2 unless otherwise mutually agreed to in writing by the PARTIES.

2.1 Eligible Project Costs. Reimbursement for PROJECT costs ("REIMBURSEMENT") may only include those items expressly allowed for under Article 3 of the Transportation Development Act (California Public Utilities Code section 99200 et seq.), which provides that funding shall be allocated for the construction, including related engineering expenses, of facilities based on the PROGRAM policies adopted by RCTC, provided that such items are included in the scope of work included in the application, attached as Attachment 1 ("SCOPE OF WORK"). All PROJECT costs not included in the SCOPE OF WORK and not expressly permitted under Article 3 of the Transportation Development Act and the PROGRAM policies shall be considered ineligible for REIMBURSEMENT. In the event the SCOPE OF WORK needs to be amended, RECIPIENT shall submit a scope change request electronically via RCTC's online tracking and reporting system known as the Rivtrack system and accessible at https://rivtrack.rctc.org/ ("Rivtrack system"). The electronically submitted scope change request must include the reasons for the requested change and confirmation that costs associated with the proposed amendment are eligible for PROGRAM reimbursement. Such request is subject to written approval by RCTC, in RCTC's sole discretion.

In the event of any ambiguity between this AGREEMENT, PROGRAM policies, and applicable law, the following order of precedence will govern: (1) applicable law; (2) PROGRAM policies; (3) this AGREEMENT. In the case of any conflict between this Agreement and any of its attachments, the body of this Agreement shall govern. Notwithstanding the foregoing, in the case of a conflict, the most stringent requirement shall govern, unless prohibited by applicable law or otherwise agreed upon by RCTC.

2.2 Timing for Project Completion. In accordance with the PROGRAM policies attached hereto as Attachment 2, RECIPIENT has thirty-six (36) months to complete the PROJECT from the date of this AGREEMENT, unless otherwise agreed to in writing by the PARTIES. If the PROJECT is not completed within 36 months, RCTC shall have the sole discretion to delete the PROJECT from the PROGRAM and reprogram the funding for future approved PROGRAM projects. RECIPIENT will not be reimbursed until the PROJECT is accepted as complete by RCTC following the submission of the PROGRAM funding claim form completed electronically via the Rivtrack system. In the event additional time is needed for the completion of the PROJECT, RECIPIENT may submit a time extension request electronically via the Rivtrack system. Before and after PROJECT photographs must be uploaded with the CLAIM FORM upon PROJECT completion, as well as copies of paid invoices and any other backup requested for repayment and audit purposes.

2.3 Changes in Project Funding. RECIPIENT will not be reimbursed for PROJECT cost overruns. In the event the FUNDING AMOUNT is not fully utilized by RECIPIENT for the PROJECT, the unused FUNDING AMOUNT must be returned to RCTC within ninety (90) ninety days of a written request by RCTC unless RECIPIENT can demonstrate in writing, subject to written approval of RCTC's Executive Director, in his or her sole discretion, the following: (i) valid reason for why PROJECT costs were significantly lower than the estimate included in RECIPIENT's attached application for funding, and (ii) written proposal for how RECIPIENT can apply any unused FUNDING AMOUNT to a project previously submitted under an Article 3 call for projects and approved by the Commission or to fund an approved scope expansion to the approved PROJECT. Notwithstanding the foregoing, unused funds may not be reallocated to work already completed. RECIPIENT match funds 2 17336.00005\41471305.2

Page 1103 of 3058 ends

proportionate to the amounts included in Section 3 of this Agreement will be required should unused funds be redirected to another approved project or approved scope expansion.

2.4 Cost Savings. In the event that bids or proposals for the PROJECT are lower than anticipated, or there are cost savings for any other reason, the FUNDING AMOUNT shall be reduced through an amendment to the AGREEMENT. RECIPIENT shall inform RCTC of any cost savings and any cost savings shall be returned to RCTC or may be reprogrammed with written approval by RCTC as further detailed in Section 2.3 above. No PROGRAM funding may be used for projects not approved by RCTC. If RECIPIENT provides a local match commitment and there are cost savings on the PROJECT, RCTC will still be reimbursed at the matching ratio as presented in the Project application despite such cost savings in accordance with PROGRAM policies.

2.5 No Funding for Temporary Improvements. Only segments or components of improvements that are intended to form part of or be integrated into the PROJECT may be funded by PROGRAM funds. No improvement(s) which is/are temporary in nature, including but not limited to temporary lanes, curbs, or drainage facilities, shall be funded with PROGRAM funds except as needed for staged construction of the PROJECT.

2.6 Review and Reimbursement by RCTC. Upon submission into Rivtrack of the final detailed invoice from the RECIPIENT clearly documenting work completed and corresponding costs, RCTC may request additional documentation or explanation of the SCOPE OF WORK costs for which reimbursement is sought. Undisputed amounts shall be paid by RCTC to the RECIPIENT within thirty (30) days. In the event that RCTC disputes the eligibility for reimbursement of all or a portion of an invoiced amount, the Parties shall meet and confer in an attempt to resolve the dispute. Additional details concerning the procedure for the RECIPIENT's submittal of invoices to RCTC and RCTC's consideration and payment of submitted invoices are set forth in Attachment 2.

2.7 Recipient's Funding Obligation to Complete the Work; Limitation of RCTC Obligations. In the event that the PROGRAM funds allocated to the SCOPE OF WORK represent less than the total cost of the PROJECT, RECIPIENT shall be solely responsible for providing such additional funds as may be required to complete the PROJECT. RCTC has no obligation with respect to the safety of any work performed under the SCOPE OF WORK, for the PROJECT, or at a PROJECT site. Further, RCTC shall not be liable for any action of RECIPIENT or its contractors relating to the condemnation of property undertaken by RECIPIENT or construction related to the PROJECT.

2.8 Recipient's Obligation to Repay Program Funds to RCTC. In the event it is determined, whether through a post -completion audit or otherwise, the PROJECT was not completed in accordance with the PROGRAM requirements or this AGREEMENT, RECIPIENT agrees that any PROGRAM funds distributed to RECIPIENT for the PROJECT shall be repaid in full to RCTC. The Parties shall enter into good faith negotiations to establish a reasonable repayment schedule and repayment mechanism which may include, but is not limited to, withholding of Measure A Local Streets and Roads revenues, if applicable. RECIPIENT acknowledges and agrees that RCTC shall have the right to withhold any Measure A Local Streets and Roads revenues due to RECIPIENT, in an amount not to exceed the total of the PROGRAM funds distributed to RECIPIENT, and/or initiate legal action to compel repayment, if the RECIPIENT fails to repay RCTC within a reasonable time period not to exceed one hundred eighty (180) days, including any good faith negotiations, from receipt of written 3 17336.00005\41471305.2

Page 1104 of 3058 ends

notification from RCTC that repayment is required due to failure to comply with the PROGRAM policies or this AGREEMENT.

2.9 Records Retention and Audits. RECIPIENT shall retain all PROJECT records in an organized manner for a minimum of three (3) years following completion of the PROJECT. PROJECT records shall be made available for inspection by RCTC upon request. If a post PROJECT audit or review indicates that RCTC has provided reimbursement to the RECIPIENT in an amount in excess of the FUNDING AMOUNT set forth in Section 2, or has provided reimbursement of ineligible PROJECT costs, the RECIPIENT shall reimburse RCTC for the excess or ineligible payments within thirty (30) days of notification by RCTC. This Section 2.9 does not supersede any rights or remedies provided to RCTC under Section 2.8 or applicable law.

3. Recipient's Local Match Contribution. RECIPIENT shall provide at least Ninety -One Thousand Two Hundred Forty -Nine Dollars ($91,249) of funding toward the SCOPE OF WORK, as indicated in RECIPIENT'S application attached as Attachment 1 and submitted to RCTC in response to its CALL FOR PROJECTS. RECIPIENT costs related to (i) preparation and administration costs related to invoices, billings and payments; (ii) any RECIPIENT fees attributed to the processing of the SCOPE OF WORK; and (iii) expenses for items not included within the attached SCOPE OF WORK shall be borne solely by the RECIPIENT and shall not qualify towards RECIPIENT's local match requirement in this Section 3.

4. Term: The term of this AGREEMENT shall be from the date first herein above written until:
(i) the date RCTC formally accepts the PROJECT as complete, pursuant to Section 2.2; (ii) termination of this AGREEMENT pursuant to Section 14; or (iii) RECIPIENT has fully satisfied its obligations under this AGREEMENT. All applicable indemnification and insurance provisions of this AGREEMENT shall remain in effect following the termination of this AGREEMENT.

5. Recipient Responsibilities. RECIPIENT shall be responsible for all aspects of the PROJECT, in compliance with all applicable state and federal laws, including: (i) development and approval of plans, specifications and engineer's estimate in accordance with all applicable laws, regulations and building codes; obtaining any necessary environmental clearances; right of way acquisition; and, obtaining all permits required by impacted agencies prior to commencement of the PROJECT; (ii) all aspects of procurement, contracting, and administration of the contracts and claims for the PROJECT; (iii) all construction management of any construction activities undertaken in connection with the PROJECT, including surveying and materials testing; and, (iv) development of a budget for the PROJECT and SCOPE OF WORK prior to award of any contract for the PROJECT, taking into consideration available funding, including PROGRAM funds.

6. Indemnification. RECIPIENT shall defend, indemnify and hold RCTC, its officials, governing board members, officers, employees, agents, and consultants free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury of any kind, in law or equity, to property, persons or government funding agency, including wrongful death ,arising out of or incident to any intentional or negligent acts, errors or omissions of the RECIPIENT, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of this AGREEMENT, the PROJECT or the SCOPE OF WORK. RECIPIENT'S obligation to indemnify includes 4 17336.00005\41471305.2

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without limitation the payment of all consequential damages and reasonable attorneys' fees, expert witness fees and other related costs and expenses of defense. RECIPIENT shall defend, at its own cost, expense and risk, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against RCTC, its officials, officers, employees, agents, and consultants in connection with this AGREEMENT.

RECIPIENT shall pay and satisfy any judgment, award or decree that may be rendered against RCTC, its officials, officers, employees, agents, and consultants in any such suits, actions or other legal proceedings, including any settlement. RECIPIENT's obligation to indemnify shall not be restricted to insurance proceeds. The indemnity obligation shall not apply to the extent of the sole negligence or willful misconduct of RCTC, its officials, officers, employees, agents, and consultants. This section shall survive the expiration or termination of this Agreement.

7. Expenditure of Funds by Recipient Prior to Execution of Agreement. RECIPIENT may commence the Project starting July 1, 2025, and costs incurred following such date will be eligible for reimbursement under this AGREEMENT, provided they otherwise meet the requirements herein, and provided that this AGREEMENT is executed no later than October 1, 2025.

8. Compliance with Applicable Laws and Insurance. RECIPIENT agrees to comply with all applicable laws and regulations, including public contracting laws, requirements for any local state or federal funding used, and records retention and performance reporting requirements concerning the SCOPE OF WORK and PROJECT, which applicable laws and regulations shall be passed on to contractors by RECIPIENT as applicable. RECIPIENT shall have the responsibility of making sure the appropriate amounts of insurance are included in all applicable agreements for the construction of the PROJECT and RCTC shall be named as an Additional Insured on all insurance certificates obtained for the completion of the PROJECT.

PROJECT insurance funds shall be looked to first for the repayment of any claims determined to have merit.

9. Representatives of the Parties. RCTC's Executive Director, or his or her designee, shall serve as RCTC's representative and shall have the authority to act on behalf of RCTC for all purposes under this AGREEMENT. RECIPIENT's representative shall be the individual identified in the Project application as RECIPIENT'S representative to RCTC.

RECIPIENT'S representative, or designee, shall have the authority to act on behalf of RECIPIENT for all purposes under this AGREEMENT and shall coordinate all activities with RCTC concerning the SCOPE OF WORK under the RECIPIENT's responsibility.

RECIPIENT shall work closely and cooperate fully with RCTC's representative and any other agencies which may have jurisdiction over or an interest in the PROJECT.

10. Monitoring of Progress by RCTC. RECIPIENT shall allow RCTC's designated representative, or designee, to inspect or review the progress of the work at any reasonable time with prior written notice by RCTC. RCTC may request that the RECIPIENT provide RCTC with progress reports concerning the status of the SCOPE OF WORK and PROJECT completion.

11. Binding on Successors in Interest. Each and every provision of this AGREEMENT shall be binding and inure to the benefit of the successors in interest of the Parties. Due to the specific obligations contemplated herein, this AGREEMENT may not be assigned by any Party hereto except with the prior written consent of the other Party. 5 17336.00005\41471305.2

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12. Independent Contractors. Any person or entities retained by RECIPIENT or any contractor shall be retained on an independent contractor basis and shall not be employees of RCTC.

Any personnel performing services on the PROJECT shall at all times be under the exclusive direction and control of the RECIPIENT or contractor, whichever is applicable. The RECIPIENT or contractor shall pay all wages, salaries and other amounts due such personnel in connection with their performance of services on the SCOPE OF WORK and as required by law. The RECIPIENT or contractor shall be responsible for all reports and obligations concerning such personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance and workers' compensation insurance.

13. Conflicts of Interest. For the term of this AGREEMENT, no member, officer or employee of RECIPIENT or RCTC, during the term of his or her service with RECIPIENT or RCTC, as the case may be, shall have any direct interest in this AGREEMENT, or obtain any present or anticipated material benefit arising therefrom.

14. Termination. This AGREEMENT may be terminated for cause or convenience as further specified below.

14.1 Termination for Convenience. Either RCTC or RECIPIENT may, by written notice to the other party, terminate this AGREEMENT, in whole or in part, for convenience by giving thirty (30) days' written notice to the other party of such termination and specifying the effective date thereof.

14.2 Effect of Termination for Convenience. In the event that RECIPIENT terminates this AGREEMENT for convenience, RECIPIENT shall, within 180 days, repay to RCTC in full all PROGRAM funds provided to RECIPIENT under this AGREEMENT. In the event that RCTC terminates this AGREEMENT for convenience, RCTC shall, within 90 days, distribute to the RECIPIENT PROGRAM funds in an amount equal to the aggregate total of all unpaid invoices which have been received from RECIPIENT regarding the SCOPE OF WORK for the PROJECT at the time of the notice of termination; provided, however, that RCTC shall be entitled to exercise its rights under Section 2.6, including but not limited to conducting a review of the invoices and requesting additional information from RECIPIENT. This AGREEMENT shall terminate upon receipt by the non -terminating party of the amounts due it under this Section 14.

14.3 Termination for Cause. Either RCTC or RECIPIENT may, by written notice to the other party, terminate this AGREEMENT, in whole or in part, in response to a material breach hereof by the other Party, by giving written notice to the other Party of such termination and specifying the effective date thereof. The written notice shall provide a thirty (30) day period to cure any alleged breach. During the 30 day cure period, the Parties shall discuss, in good faith, the manner in which the breach can be cured.

14.4 Effect of Termination for Cause. In the event that RECIPIENT terminates this AGREEMENT in response to RCTC's uncured material breach hereof, RCTC shall, within ninety (90) days, distribute to the RECIPIENT PROGRAM funds in an amount equal to the aggregate total of all unpaid invoices which have been received from RECIPIENT regarding the SCOPE OF WORK for the PROJECT at the time of the notice of termination. In the event that RCTC terminates this AGREEMENT in response to the RECIPIENT's uncured material breach hereof, the RECIPIENT shall, within one hundred eighty (180) days, repay to RCTC in full all 6 17336.00005\41471305.2

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PROGRAM funds provided to RECIPIENT under this AGREEMENT. Notwithstanding termination of this AGREEMENT by RCTC pursuant to this Section 14.4, RCTC shall be entitled to exercise its rights under Section 2.6, including but not limited to conducting a review of the invoices and requesting additional information. This AGREEMENT shall terminate upon receipt by the terminating Party of the amounts due it under this Section 14.4.

14.5 No Program Funding. In the event that RCTC determines there are inadequate PROGRAM funds for whatever reason, RCTC shall have the right to immediately terminate the AGREEMENT with written notice to RECIPIENT. In the event that RCTC terminates this AGREEMENT under this Section 14.5, RCTC shall, within 90 days, distribute to the RECIPIENT PROGRAM funds in an amount equal to the aggregate total of all unpaid invoices which have been received from RECIPIENT regarding the SCOPE OF WORK for the PROJECT at the time of the notice of termination; provided, however, that RCTC shall be entitled to exercise its rights under Section 2.6, including but not limited to conducting a review of the invoices and requesting additional information from RECIPIENT.

14.6 Cumulative Remedies. The rights and remedies of the Parties provided in this Section 14 are in addition to any other rights and remedies provided by law or under this AGREEMENT.

15. Notice. All notices hereunder shall be in writing and shall be effective upon receipt by the other Party. All notices and communications between the Parties to this AGREEMENT shall be addressed as set forth below and provided by any of the following methods (i) personally delivered; (ii) sent by electronic mail, with a subject line clearly identifying this AGREEMENT, read receipt requested, and a cc: provided to the identified staff; (iii) sent by first-class mail, return receipt requested; or (iv) sent by overnight express delivery service with postage or other charges fully prepaid. Notwithstanding the foregoing, notices of dispute or termination sent by electronic mail must be followed by hard copy mailed notice to be effective. Notwithstanding the foregoing, invoices and requests for changes to the SCOPE OF WORK, shall be submitted through the Rivtrack system as specified in this AGREEMENT.

TO RCTC:

Aaron Hake
Executive Director
RCTC
4080 Lemon Street, 3rd Floor
Riverside, California 92501
Phone: (951) 787-7141
e-mail: [email protected]
cc: [email protected]
TO RECIPIENT:

Elizabeth Gibbs
City Manager
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 572-3231
[email protected]
cc: [email protected]
Any party may update its address and contact information by providing written notice of the new information to the other Parties in accordance with this Section 15.

16. Prevailing Wages. RECIPIENT is alerted to the requirements of California Labor Code Sections 1770 et seq., which require the payment of prevailing wages where the SCOPE OF 7 17336.00005\41471305.2

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WORK or any portion thereof is determined to be a "public work," as defined therein.

RECIPIENT shall ensure compliance with applicable prevailing wage requirements by any person or entity hired to perform the SCOPE OF WORK or any portion thereof falling within the definition of "public work." RECIPIENT shall defend, indemnify, and hold harmless RCTC, its officers, employees, consultants, and agents from any claim or liability, including without limitation reasonable attorneys' fees, arising from any failure or alleged failure to comply with California Labor Code Sections 1770 et seq. on the PROJECT.

17. Ecual Opportunity Em loyment. The Parties represent that they are equal opportunity employers and they shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, sexual orientation, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination.

18. Entire Agreement. This AGREEMENT embodies the entire understanding and agreement between the Parties pertaining to the matters described herein and supersedes and cancels all prior oral or written agreements between the Parties with respect to these matters. Each Party acknowledges that no Party, agent or representative of the other Party has made any promise, representation or warranty, express or implied, not expressly contained in this AGREEMENT, that induced the other Party to sign this document. Modifications to this AGREEMENT shall be in the form of a written amendment executed by authorized representatives of the Parties to be bound.

19. Governing Law; Venue and Severability. This AGREEMENT shall be governed by, and be construed in accordance with, the laws of the State of California. Venue shall be in Riverside County. If any portion of this AGREEMENT is found to be unenforceable by a court of law with appropriate jurisdiction, the remainder of the AGREEMENT shall be severable and survive as binding on the Parties.

20. Attorneys' and Other Fees. If any legal action is initiated for the enforcement/interpretation of this AGREEMENT, or because of any alleged dispute, breach, default or misrepresentation in connection with any of the provisions of this AGREEMENT, the successful or prevailing party shall be entitled to recover reasonable attorneys' fees, witness fees and other costs incurred in that action or proceeding, in addition to any other relief to which it may be entitled as determined by a court of law or appointed decider under alternative legal proceedings.

21. No Third Party Beneficiaries. There are no intended third party beneficiaries of any right or obligation assumed by the Parties.

22. Section Headings and Interpretation. The section headings contained herein are for convenience only and shall not affect in any way the interpretation of any of the provisions contained herein. The AGREEMENT shall not be interpreted as being drafted by any Party or its counsel.

23. No Waiver. Failure of RCTC to insist on any one occasion upon strict compliance with any of the terms, covenants or conditions in this AGREEMENT shall not be deemed a waiver of such term, covenant or condition, nor shall any waiver or relinquishment of any rights or 8 17336.00005\41471305.2

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powers hereunder at any one time or more times be deemed a waiver or relinquishment of such other right or power provided under applicable law.

24. Time of Essence. Time is of the essence for each and every provision of this AGREEMENT.

25. Counterparts. This AGREEMENT may be executed in any number of counterparts, each of which shall be deemed to be an original, but all which together will constitute but one agreement.

26. Form of Signatures. A manually signed copy of this Agreement which is transmitted by facsimile, email or other means of electronic transmission shall be deemed to have the same legal effect as delivery of an original executed copy of this Agreement for all purposes. This Agreement may be signed using an electronic signature.

27. Survival. All rights and obligations under this AGREEMENT that by their nature are to continue after any expiration or termination of this AGREEMENT shall survive any such expiration or termination.
[SIGNATURES ON NEXT PAGE]
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SIGNATURE PAGE
TO
AGREEMENT NO. 25-62-129-00

RIVERSIDE COUNTY TRANSPORTATION COMMISSION
AGREEMENT FOR FUNDING UNDER SB 821 BICYCLE AND PEDESTRIAN

FACILITIES PROGRAM
IN WITNESS WHEREOF, the Parties have caused this AGREEMENT to be signed by their duly authorized representatives as of the Effective Date.

RIVERSIDE COUNTY RECIPIENT

TRANSPORTATION COMMISSION

CITY OF BEAUMONT
By:

By:

Aaron Hake, Executive Director Name:

Title:

APPROVED AS TO FORM APPROVED AS TO FORM
Best, Best & Krieger LLP
By:

Name:

General Counsel to Riverside
County Transportation Commission Title:
10 17336.00005\43911537.1

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Beaumont City CouncilAugust 19, 2025

Beaumont City Council
August 19, 2025