Agenda packet — San Jacinto City Council, July 21, 2026 (part 9 of 11)

Date of Government Version: 02/01/2001
Date Data Arrived at EDR: 02/28/2001
Date Made Active in Reports: 03/29/2001
Number of Days to Update: 29
Source: California Regional Water Quality Control Board North Coast (1) Telephone: 707-570-3769
Last EDR Contact: 08/01/2011
Next Scheduled EDR Contact: 11/14/2011
Data Release Frequency: No Update Planned
LUST REG 9: Leaking Underground Storage Tank Report
Orange, Riverside, San Diego counties. For more current information, please refer to the State Water Resources Control Board’s LUST database.

Date of Government Version: 03/01/2001
Date Data Arrived at EDR: 04/23/2001
Date Made Active in Reports: 05/21/2001
Number of Days to Update: 28
Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-637-5595
Last EDR Contact: 09/26/2011
Next Scheduled EDR Contact: 01/09/2012
Data Release Frequency: No Update Planned
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
LUST REG 6V: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Inyo, Kern, Los Angeles, Mono, San Bernardino counties.

Date of Government Version: 06/07/2005
Date Data Arrived at EDR: 06/07/2005
Date Made Active in Reports: 06/29/2005
Number of Days to Update: 22
Source: California Regional Water Quality Control Board Victorville Branch Office (6) Telephone: 760-241-7365
Last EDR Contact: 09/12/2011
Next Scheduled EDR Contact: 12/26/2011
Data Release Frequency: No Update Planned
LUST: Leaking Underground Fuel Tank Report (GEOTRACKER) Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: see region list
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Quarterly
LUST REG 3: Leaking Underground Storage Tank Database
Leaking Underground Storage Tank locations. Monterey, San Benito, San Luis Obispo, Santa Barbara, Santa Cruz counties.

Date of Government Version: 05/19/2003
Date Data Arrived at EDR: 05/19/2003
Date Made Active in Reports: 06/02/2003
Number of Days to Update: 14
Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-542-4786
Last EDR Contact: 07/18/2011
Next Scheduled EDR Contact: 10/31/2011
Data Release Frequency: No Update Planned
LUST REG 6L: Leaking Underground Storage Tank Case Listing For more current information, please refer to the State Water Resources Control Board’s LUST database.

Date of Government Version: 09/09/2003
Date Data Arrived at EDR: 09/10/2003
Date Made Active in Reports: 10/07/2003
Number of Days to Update: 27
Source: California Regional Water Quality Control Board Lahontan Region (6) Telephone: 530-542-5572
Last EDR Contact: 09/12/2011
Next Scheduled EDR Contact: 12/26/2011
Data Release Frequency: No Update Planned
LUST REG 5: Leaking Underground Storage Tank Database
Leaking Underground Storage Tank locations. Alameda, Alpine, Amador, Butte, Colusa, Contra Costa, Calveras, El Dorado, Fresno, Glenn, Kern, Kings, Lake, Lassen, Madera, Mariposa, Merced, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, San Joaquin, Shasta, Solano, Stanislaus, Sutter, Tehama, Tulare, Tuolumne, Yolo, Yuba counties.

Date of Government Version: 07/01/2008
Date Data Arrived at EDR: 07/22/2008
Date Made Active in Reports: 07/31/2008
Number of Days to Update: 9
Source: California Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-4834
Last EDR Contact: 07/01/2011
Next Scheduled EDR Contact: 10/17/2011
Data Release Frequency: No Update Planned
INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina.

Date of Government Version: 05/28/2021
Date Data Arrived at EDR: 06/22/2021
Date Made Active in Reports: 09/20/2021
Number of Days to Update: 90
Source: EPA Region 4
Telephone: 404-562-8677
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 10/12/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 85
Source: EPA Region 10
Telephone: 206-553-2857
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma.

Date of Government Version: 10/12/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 85
Source: EPA Region 6
Telephone: 214-665-6597
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin.

Date of Government Version: 10/12/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 85
Source: EPA, Region 5
Telephone: 312-886-7439
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 10/12/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 85
Source: Environmental Protection Agency
Telephone: 415-972-3372
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming.

Date of Government Version: 10/12/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 85
Source: EPA Region 8
Telephone: 303-312-6271
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska
Date of Government Version: 10/12/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 85
Source: EPA Region 7
Telephone: 913-551-7003
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land.

Date of Government Version: 04/28/2021
Date Data Arrived at EDR: 06/11/2021
Date Made Active in Reports: 09/07/2021
Number of Days to Update: 88
Source: EPA Region 1
Telephone: 617-918-1313
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CPS-SLIC: Statewide SLIC Cases (GEOTRACKER)
Cleanup Program Sites (CPS; also known as Site Cleanups [SC] and formerly known as Spills, Leaks, Investigations, and Cleanups [SLIC] sites) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
SLIC REG 1: Active Toxic Site Investigations
The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 04/03/2003
Date Data Arrived at EDR: 04/07/2003
Date Made Active in Reports: 04/25/2003
Number of Days to Update: 18
Source: California Regional Water Quality Control Board, North Coast Region (1) Telephone: 707-576-2220
Last EDR Contact: 08/01/2011
Next Scheduled EDR Contact: 11/14/2011
Data Release Frequency: No Update Planned
SLIC REG 2: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 09/30/2004
Date Data Arrived at EDR: 10/20/2004
Date Made Active in Reports: 11/19/2004
Number of Days to Update: 30
Source: Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-286-0457
Last EDR Contact: 09/19/2011
Next Scheduled EDR Contact: 01/02/2012
Data Release Frequency: No Update Planned
SLIC REG 3: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 05/18/2006
Date Data Arrived at EDR: 05/18/2006
Date Made Active in Reports: 06/15/2006
Number of Days to Update: 28
Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-549-3147
Last EDR Contact: 07/18/2011
Next Scheduled EDR Contact: 10/31/2011
Data Release Frequency: No Update Planned
SLIC REG 4: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 11/17/2004
Date Data Arrived at EDR: 11/18/2004
Date Made Active in Reports: 01/04/2005
Number of Days to Update: 47
Source: Region Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6600
Last EDR Contact: 07/01/2011
Next Scheduled EDR Contact: 10/17/2011
Data Release Frequency: No Update Planned
SLIC REG 5: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 04/01/2005
Date Data Arrived at EDR: 04/05/2005
Date Made Active in Reports: 04/21/2005
Number of Days to Update: 16
Source: Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-3291
Last EDR Contact: 09/12/2011
Next Scheduled EDR Contact: 12/26/2011
Data Release Frequency: No Update Planned
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
SLIC REG 6V: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 05/24/2005
Date Data Arrived at EDR: 05/25/2005
Date Made Active in Reports: 06/16/2005
Number of Days to Update: 22
Source: Regional Water Quality Control Board, Victorville Branch Telephone: 619-241-6583
Last EDR Contact: 08/15/2011
Next Scheduled EDR Contact: 11/28/2011
Data Release Frequency: No Update Planned
SLIC REG 6L: SLIC Sites
The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 09/07/2004
Date Data Arrived at EDR: 09/07/2004
Date Made Active in Reports: 10/12/2004
Number of Days to Update: 35
Source: California Regional Water Quality Control Board, Lahontan Region Telephone: 530-542-5574
Last EDR Contact: 08/15/2011
Next Scheduled EDR Contact: 11/28/2011
Data Release Frequency: No Update Planned
SLIC REG 7: SLIC List
The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 11/24/2004
Date Data Arrived at EDR: 11/29/2004
Date Made Active in Reports: 01/04/2005
Number of Days to Update: 36
Source: California Regional Quality Control Board, Colorado River Basin Region Telephone: 760-346-7491
Last EDR Contact: 08/01/2011
Next Scheduled EDR Contact: 11/14/2011
Data Release Frequency: No Update Planned
SLIC REG 8: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 04/03/2008
Date Data Arrived at EDR: 04/03/2008
Date Made Active in Reports: 04/14/2008
Number of Days to Update: 11
Source: California Region Water Quality Control Board Santa Ana Region (8) Telephone: 951-782-3298
Last EDR Contact: 09/12/2011
Next Scheduled EDR Contact: 12/26/2011
Data Release Frequency: No Update Planned
SLIC REG 9: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges.

Date of Government Version: 09/10/2007
Date Data Arrived at EDR: 09/11/2007
Date Made Active in Reports: 09/28/2007
Number of Days to Update: 17
Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-467-2980
Last EDR Contact: 08/08/2011
Next Scheduled EDR Contact: 11/21/2011
Data Release Frequency: No Update Planned
Lists of state and tribal registered storage tanks
FEMA UST: Underground Storage Tank Listing
A listing of all FEMA owned underground storage tanks.

Date of Government Version: 10/14/2021
Date Data Arrived at EDR: 11/05/2021
Date Made Active in Reports: 02/01/2022
Number of Days to Update: 88
Source: FEMA
Telephone: 202-646-5797
Last EDR Contact: 04/04/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
UST CLOSURE: Proposed Closure of Underground Storage Tank (UST) Cases UST cases that are being considered for closure by either the State Water Resources Control Board or the Executive Director have been posted for a 60-day public comment period. UST Case Closures being proposed for consideration by the State Water Resources Control Board. These are primarily UST cases that meet closure criteria under the decisional framework in State Water Board Resolution No. 92-49 and other Board orders. UST Case Closures proposed for consideration by the Executive Director pursuant to State Water Board Resolution No. 2012-0061. These are cases that meet the criteria of the Low-Threat UST Case Closure Policy. UST Case Closure Review Denials and Approved Orders.

Date of Government Version: 12/01/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 03/02/2022
Number of Days to Update: 85
Source: State Water Resources Control Board
Telephone: 916-327-7844
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
MILITARY UST SITES: Military UST Sites (GEOTRACKER)
Military ust sites
Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
UST: Active UST Facilities
Active UST facilities gathered from the local regulatory agencies Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: SWRCB
Telephone: 916-341-5851
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Semi-Annually
AST: Aboveground Petroleum Storage Tank Facilities
A listing of aboveground storage tank petroleum storage tank locations.

Date of Government Version: 07/06/2016
Date Data Arrived at EDR: 07/12/2016
Date Made Active in Reports: 09/19/2016
Number of Days to Update: 69
Source: California Environmental Protection Agency
Telephone: 916-327-5092
Last EDR Contact: 03/10/2022
Next Scheduled EDR Contact: 06/27/2022
Data Release Frequency: Varies
INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations)
Date of Government Version: 05/28/2021
Date Data Arrived at EDR: 06/22/2021
Date Made Active in Reports: 09/20/2021
Number of Days to Update: 90
Source: EPA Region 4
Telephone: 404-562-9424
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes).

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations).

Date of Government Version: 04/06/2021
Date Data Arrived at EDR: 06/11/2021
Date Made Active in Reports: 09/07/2021
Number of Days to Update: 88
Source: EPA Region 5
Telephone: 312-886-6136
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations).

Date of Government Version: 10/12/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 85
Source: EPA Region 10
Telephone: 206-553-2857
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations).

Date of Government Version: 10/12/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 85
Source: EPA Region 7
Telephone: 913-551-7003
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations).

Date of Government Version: 10/12/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 85
Source: EPA Region 9
Telephone: 415-972-3368
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations).

Date of Government Version: 10/14/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 85
Source: EPA, Region 1
Telephone: 617-918-1313
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Lists of state and tribal voluntary cleanup sites
INDIAN VCP R7: Voluntary Cleanup Priority Lisitng
A listing of voluntary cleanup priority sites located on Indian Land located in Region 7.

Date of Government Version: 03/20/2008
Date Data Arrived at EDR: 04/22/2008
Date Made Active in Reports: 05/19/2008
Number of Days to Update: 27
Source: EPA, Region 7
Telephone: 913-551-7365
Last EDR Contact: 07/08/2021
Next Scheduled EDR Contact: 07/20/2009
Data Release Frequency: Varies
VCP: Voluntary Cleanup Program Properties
Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTSC’s costs.

Date of Government Version: 01/24/2022
Date Data Arrived at EDR: 01/25/2022
Date Made Active in Reports: 04/13/2022
Number of Days to Update: 78
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
Last EDR Contact: 01/25/2022
Next Scheduled EDR Contact: 05/09/2022
Data Release Frequency: Quarterly
INDIAN VCP R1: Voluntary Cleanup Priority Listing
A listing of voluntary cleanup priority sites located on Indian Land located in Region 1.

Date of Government Version: 07/27/2015
Date Data Arrived at EDR: 09/29/2015
Date Made Active in Reports: 02/18/2016
Number of Days to Update: 142
Source: EPA, Region 1
Telephone: 617-918-1102
Last EDR Contact: 03/16/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: Varies
Lists of state and tribal brownfield sites
BROWNFIELDS: Considered Brownfieds Sites Listing
A listing of sites the SWRCB considers to be Brownfields since these are sites have come to them through the MOA Process.

Date of Government Version: 12/15/2021
Date Data Arrived at EDR: 12/16/2021
Date Made Active in Reports: 03/03/2022
Number of Days to Update: 77
Source: State Water Resources Control Board
Telephone: 916-323-7905
Last EDR Contact: 03/21/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: Quarterly

ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS: A Listing of Brownfields Sites
Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment.

Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs.

Date of Government Version: 02/23/2022
Date Data Arrived at EDR: 03/10/2022
Date Made Active in Reports: 03/10/2022
Number of Days to Update: 0
Source: Environmental Protection Agency
Telephone: 202-566-2777
Last EDR Contact: 03/15/2022
Next Scheduled EDR Contact: 06/27/2022
Data Release Frequency: Semi-Annually
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Local Lists of Landfill / Solid Waste Disposal Sites
WMUDS/SWAT: Waste Management Unit Database
Waste Management Unit Database System. WMUDS is used by the State Water Resources Control Board staff and the Regional Water Quality Control Boards for program tracking and inventory of waste management units. WMUDS is composed of the following databases: Facility Information, Scheduled Inspections Information, Waste Management Unit Information, SWAT Program Information, SWAT Report Summary Information, SWAT Report Summary Data, Chapter 15 (formerly Subchapter 15) Information, Chapter 15 Monitoring Parameters, TPCA Program Information, RCRA Program Information, Closure Information, and Interested Parties Information.

Date of Government Version: 04/01/2000
Date Data Arrived at EDR: 04/10/2000
Date Made Active in Reports: 05/10/2000
Number of Days to Update: 30
Source: State Water Resources Control Board
Telephone: 916-227-4448
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/08/2022
Data Release Frequency: No Update Planned
SWRCY: Recycler Database
A listing of recycling facilities in California.

Date of Government Version: 09/14/2021
Date Data Arrived at EDR: 11/11/2021
Date Made Active in Reports: 11/23/2021
Number of Days to Update: 12
Source: Integrated Waste Management Board
Telephone: 916-341-6422
Last EDR Contact: 02/17/2022
Next Scheduled EDR Contact: 05/23/2022
Data Release Frequency: Varies
INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land.

Date of Government Version: 12/31/1998
Date Data Arrived at EDR: 12/03/2007
Date Made Active in Reports: 01/24/2008
Number of Days to Update: 52
Source: Environmental Protection Agency
Telephone: 703-308-8245
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/08/2022
Data Release Frequency: Varies
DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California.

Date of Government Version: 01/12/2009
Date Data Arrived at EDR: 05/07/2009
Date Made Active in Reports: 09/21/2009
Number of Days to Update: 137
Source: EPA, Region 9
Telephone: 415-947-4219
Last EDR Contact: 04/14/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: No Update Planned
ODI: Open Dump Inventory
An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria.

Date of Government Version: 06/30/1985
Date Data Arrived at EDR: 08/09/2004
Date Made Active in Reports: 09/17/2004
Number of Days to Update: 39
Source: Environmental Protection Agency
Telephone: 800-424-9346
Last EDR Contact: 06/09/2004
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
IHS OPEN DUMPS: Open Dumps on Indian Land
A listing of all open dumps located on Indian Land in the United States.

Date of Government Version: 04/01/2014
Date Data Arrived at EDR: 08/06/2014
Date Made Active in Reports: 01/29/2015
Number of Days to Update: 176
Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452
Last EDR Contact: 01/28/2022
Next Scheduled EDR Contact: 05/09/2022
Data Release Frequency: Varies
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL: National Clandestine Laboratory Register
A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register.

Date of Government Version: 11/16/2021
Date Data Arrived at EDR: 11/18/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 82
Source: Drug Enforcement Administration
Telephone: 202-307-1000
Last EDR Contact: 02/23/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: No Update Planned
HIST CAL-SITES: Calsites Database
The Calsites database contains potential or confirmed hazardous substance release properties. In 1996, California EPA reevaluated and significantly reduced the number of sites in the Calsites database. No longer updated by the state agency. It has been replaced by ENVIROSTOR.

Date of Government Version: 08/08/2005
Date Data Arrived at EDR: 08/03/2006
Date Made Active in Reports: 08/24/2006
Number of Days to Update: 21
Source: Department of Toxic Substance Control
Telephone: 916-323-3400
Last EDR Contact: 02/23/2009
Next Scheduled EDR Contact: 05/25/2009
Data Release Frequency: No Update Planned
SCH: School Property Evaluation Program
This category contains proposed and existing school sites that are being evaluated by DTSC for possible hazardous materials contamination. In some cases, these properties may be listed in the CalSites category depending on the level of threat to public health and safety or the environment they pose.

Date of Government Version: 01/24/2022
Date Data Arrived at EDR: 01/25/2022
Date Made Active in Reports: 04/13/2022
Number of Days to Update: 78
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
Last EDR Contact: 01/25/2022
Next Scheduled EDR Contact: 05/09/2022
Data Release Frequency: Quarterly
CDL: Clandestine Drug Labs
A listing of drug lab locations. Listing of a location in this database does not indicate that any illegal drug lab materials were or were not present there, and does not constitute a determination that the location either requires or does not require additional cleanup work.

Date of Government Version: 12/31/2019
Date Data Arrived at EDR: 01/20/2021
Date Made Active in Reports: 04/08/2021
Number of Days to Update: 78
Source: Department of Toxic Substances Control
Telephone: 916-255-6504
Last EDR Contact: 04/18/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Varies
TOXIC PITS: Toxic Pits Cleanup Act Sites
Toxic PITS Cleanup Act Sites. TOXIC PITS identifies sites suspected of containing hazardous substances where cleanup has not yet been completed.

Date of Government Version: 07/01/1995
Date Data Arrived at EDR: 08/30/1995
Date Made Active in Reports: 09/26/1995
Number of Days to Update: 27
Source: State Water Resources Control Board
Telephone: 916-227-4364
Last EDR Contact: 01/26/2009
Next Scheduled EDR Contact: 04/27/2009
Data Release Frequency: No Update Planned
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CERS HAZ WASTE: CERS HAZ WASTE
List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, and RCRA LQ HW Generator programs.

Date of Government Version: 01/18/2022
Date Data Arrived at EDR: 01/19/2022
Date Made Active in Reports: 04/11/2022
Number of Days to Update: 82
Source: CalEPA
Telephone: 916-323-2514
Last EDR Contact: 04/19/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Quarterly
US CDL: Clandestine Drug Labs
A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.

In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments.

Date of Government Version: 11/16/2021
Date Data Arrived at EDR: 11/18/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 82
Source: Drug Enforcement Administration
Telephone: 202-307-1000
Last EDR Contact: 02/23/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: Quarterly
AQUEOUS FOAM: Former Fire Training Facility Assessments Listing Airports shown on this list are those believed to use Aqueous Film Forming Foam (AFFF), and certified by the Federal Aviation Administration (FAA) under Title 14, Code of Federal Regulations (CFR), Part 139 (14 CFR Part 139). This list was created by SWRCB using information available from the FAA. Location points shown are from the latitude and longitude listed on the FAA airport master record.

Date of Government Version: 02/20/2020
Date Data Arrived at EDR: 12/10/2021
Date Made Active in Reports: 02/25/2022
Number of Days to Update: 77
Source: State Water Resources Control Board
Telephone: 916-341-5455
Last EDR Contact: 03/11/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
PFAS: PFAS Contamination Site Location Listing
A listing of PFAS contaminated sites included in the GeoTracker database.

Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
Local Lists of Registered Storage Tanks
SWEEPS UST: SWEEPS UST Listing
Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained.

The local agency is the contact for more information on a site on the SWEEPS list.

Date of Government Version: 06/01/1994
Date Data Arrived at EDR: 07/07/2005
Date Made Active in Reports: 08/11/2005
Number of Days to Update: 35
Source: State Water Resources Control Board
Telephone: N/A
Last EDR Contact: 06/03/2005
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
HIST UST: Hazardous Substance Storage Container Database The Hazardous Substance Storage Container Database is a historical listing of UST sites. Refer to local/county source for current data.

Date of Government Version: 10/15/1990
Date Data Arrived at EDR: 01/25/1991
Date Made Active in Reports: 02/12/1991
Number of Days to Update: 18
Source: State Water Resources Control Board
Telephone: 916-341-5851
Last EDR Contact: 07/26/2001
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
SAN FRANCISCO AST: Aboveground Storage Tank Site Listing Aboveground storage tank sites
Date of Government Version: 11/04/2021
Date Data Arrived at EDR: 11/05/2021
Date Made Active in Reports: 01/24/2022
Number of Days to Update: 80
Source: San Francisco County Department of Public Health Telephone: 415-252-3896
Last EDR Contact: 01/28/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Varies
CA FID UST: Facility Inventory Database
The Facility Inventory Database (FID) contains a historical listing of active and inactive underground storage tank locations from the State Water Resource Control Board. Refer to local/county source for current data.

Date of Government Version: 10/31/1994
Date Data Arrived at EDR: 09/05/1995
Date Made Active in Reports: 09/29/1995
Number of Days to Update: 24
Source: California Environmental Protection Agency
Telephone: 916-341-5851
Last EDR Contact: 12/28/1998
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
CERS TANKS: California Environmental Reporting System (CERS) Tanks List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Aboveground Petroleum Storage and Underground Storage Tank regulatory programs.

Date of Government Version: 01/18/2022
Date Data Arrived at EDR: 01/19/2022
Date Made Active in Reports: 04/11/2022
Number of Days to Update: 82
Source: California Environmental Protection Agency
Telephone: 916-323-2514
Last EDR Contact: 04/19/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Quarterly
Local Land Records
LIENS: Environmental Liens Listing
A listing of property locations with environmental liens for California where DTSC is a lien holder.

Date of Government Version: 02/24/2022
Date Data Arrived at EDR: 02/25/2022
Date Made Active in Reports: 03/09/2022
Number of Days to Update: 12
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
Last EDR Contact: 02/24/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Varies
LIENS 2: CERCLA Lien Information
A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination.

CERCLIS provides information as to the identity of these sites and properties.

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
DEED: Deed Restriction Listing
Site Mitigation and Brownfields Reuse Program Facility Sites with Deed Restrictions & Hazardous Waste Management Program Facility Sites with Deed / Land Use Restriction. The DTSC Site Mitigation and Brownfields Reuse Program (SMBRP) list includes sites cleaned up under the program’s oversight and generally does not include current or former hazardous waste facilities that required a hazardous waste facility permit. The list represents deed restrictions that are active. Some sites have multiple deed restrictions. The DTSC Hazardous Waste Management Program (HWMP) has developed a list of current or former hazardous waste facilities that have a recorded land use restriction at the local county recorder’s office. The land use restrictions on this list were required by the DTSC HWMP as a result of the presence of hazardous substances that remain on site after the facility (or part of the facility) has been closed or cleaned up. The types of land use restriction include deed notice, deed restriction, or a land use restriction that binds current and future owners.

Date of Government Version: 11/30/2021
Date Data Arrived at EDR: 11/30/2021
Date Made Active in Reports: 02/16/2022
Number of Days to Update: 78
Source: DTSC and SWRCB
Telephone: 916-323-3400
Last EDR Contact: 02/28/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Semi-Annually
Records of Emergency Release Reports
HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT.

Date of Government Version: 12/15/2021
Date Data Arrived at EDR: 12/16/2021
Date Made Active in Reports: 03/10/2022
Number of Days to Update: 84
Source: U.S. Department of Transportation
Telephone: 202-366-4555
Last EDR Contact: 03/21/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: Quarterly
CHMIRS: California Hazardous Material Incident Report System California Hazardous Material Incident Reporting System. CHMIRS contains information on reported hazardous material incidents (accidental releases or spills).

Date of Government Version: 12/31/2021
Date Data Arrived at EDR: 01/19/2022
Date Made Active in Reports: 04/08/2022
Number of Days to Update: 79
Source: Office of Emergency Services
Telephone: 916-845-8400
Last EDR Contact: 04/19/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Semi-Annually
LDS: Land Disposal Sites Listing (GEOTRACKER)
Land Disposal sites (Landfills) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Qualilty Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Quarterly
MCS: Military Cleanup Sites Listing (GEOTRACKER)
Military sites (consisting of: Military UST sites; Military Privatized sites; and Military Cleanup sites [formerly known as DoD non UST]) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
SPILLS 90: SPILLS90 data from FirstSearch
Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90.

Date of Government Version: 06/06/2012
Date Data Arrived at EDR: 01/03/2013
Date Made Active in Reports: 02/22/2013
Number of Days to Update: 50
Source: FirstSearch
Telephone: N/A
Last EDR Contact: 01/03/2013
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
Other Ascertainable Records
RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste.

Date of Government Version: 02/28/2022
Date Data Arrived at EDR: 03/02/2022
Date Made Active in Reports: 03/17/2022
Number of Days to Update: 15
Source: Environmental Protection Agency
Telephone: (415) 495-8895
Last EDR Contact: 04/06/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: Quarterly
FUDS: Formerly Used Defense Sites
The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions.

Date of Government Version: 10/26/2021
Date Data Arrived at EDR: 11/16/2021
Date Made Active in Reports: 02/08/2022
Number of Days to Update: 84
Source: U.S. Army Corps of Engineers
Telephone: 202-528-4285
Last EDR Contact: 02/15/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Varies
DOD: Department of Defense Sites
This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands.

Date of Government Version: 06/07/2021
Date Data Arrived at EDR: 07/13/2021
Date Made Active in Reports: 03/09/2022
Number of Days to Update: 239
Source: USGS
Telephone: 888-275-8747
Last EDR Contact: 04/12/2022
Next Scheduled EDR Contact: 07/25/2022
Data Release Frequency: Varies
FEDLAND: Federal and Indian Lands
Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service.

Date of Government Version: 04/02/2018
Date Data Arrived at EDR: 04/11/2018
Date Made Active in Reports: 11/06/2019
Number of Days to Update: 574
Source: U.S. Geological Survey
Telephone: 888-275-8747
Last EDR Contact: 04/05/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: N/A
SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 01/01/2017
Date Data Arrived at EDR: 02/03/2017
Date Made Active in Reports: 04/07/2017
Number of Days to Update: 63
Source: Environmental Protection Agency
Telephone: 615-532-8599
Last EDR Contact: 02/08/2022
Next Scheduled EDR Contact: 05/23/2022
Data Release Frequency: Varies
US FIN ASSUR: Financial Assurance Information
All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities.

Date of Government Version: 12/13/2021
Date Data Arrived at EDR: 12/17/2021
Date Made Active in Reports: 03/17/2022
Number of Days to Update: 90
Source: Environmental Protection Agency
Telephone: 202-566-1917
Last EDR Contact: 03/21/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: Quarterly
EPA WATCH LIST: EPA WATCH LIST
EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved.

Date of Government Version: 08/30/2013
Date Data Arrived at EDR: 03/21/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 88
Source: Environmental Protection Agency
Telephone: 617-520-3000
Last EDR Contact: 02/01/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Quarterly
2020 COR ACTION: 2020 Corrective Action Program List
The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation.

Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations.

Date of Government Version: 09/30/2017
Date Data Arrived at EDR: 05/08/2018
Date Made Active in Reports: 07/20/2018
Number of Days to Update: 73
Source: Environmental Protection Agency
Telephone: 703-308-4044
Last EDR Contact: 02/03/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Varies
TSCA: Toxic Substances Control Act
Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site.

Date of Government Version: 12/31/2016
Date Data Arrived at EDR: 06/17/2020
Date Made Active in Reports: 09/10/2020
Number of Days to Update: 85
Source: EPA
Telephone: 202-260-5521
Last EDR Contact: 03/18/2022
Next Scheduled EDR Contact: 06/27/2022
Data Release Frequency: Every 4 Years
TRIS: Toxic Chemical Release Inventory System
Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 12/31/2018
Date Data Arrived at EDR: 08/14/2020
Date Made Active in Reports: 11/04/2020
Number of Days to Update: 82
Source: EPA
Telephone: 202-566-0250
Last EDR Contact: 02/18/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Annually
SSTS: Section 7 Tracking Systems
Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year.

Date of Government Version: 01/19/2022
Date Data Arrived at EDR: 01/19/2022
Date Made Active in Reports: 04/11/2022
Number of Days to Update: 82
Source: EPA
Telephone: 202-564-4203
Last EDR Contact: 04/20/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Annually
ROD: Records Of Decision
Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup.

Date of Government Version: 01/25/2022
Date Data Arrived at EDR: 02/03/2022
Date Made Active in Reports: 02/22/2022
Number of Days to Update: 19
Source: EPA
Telephone: 703-416-0223
Last EDR Contact: 04/01/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Annually
RMP: Risk Management Plans
When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur.

Date of Government Version: 10/20/2021
Date Data Arrived at EDR: 11/05/2021
Date Made Active in Reports: 11/12/2021
Number of Days to Update: 7
Source: Environmental Protection Agency
Telephone: 202-564-8600
Last EDR Contact: 04/18/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
RAATS: RCRA Administrative Action Tracking System
RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database.

Date of Government Version: 04/17/1995
Date Data Arrived at EDR: 07/03/1995
Date Made Active in Reports: 08/07/1995
Number of Days to Update: 35
Source: EPA
Telephone: 202-564-4104
Last EDR Contact: 06/02/2008
Next Scheduled EDR Contact: 09/01/2008
Data Release Frequency: No Update Planned
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
PRP: Potentially Responsible Parties
A listing of verified Potentially Responsible Parties
Date of Government Version: 01/25/2022
Date Data Arrived at EDR: 02/03/2022
Date Made Active in Reports: 02/25/2022
Number of Days to Update: 22
Source: EPA
Telephone: 202-564-6023
Last EDR Contact: 04/01/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Quarterly
PADS: PCB Activity Database System
PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities.

Date of Government Version: 01/20/2022
Date Data Arrived at EDR: 01/20/2022
Date Made Active in Reports: 03/25/2022
Number of Days to Update: 64
Source: EPA
Telephone: 202-566-0500
Last EDR Contact: 04/08/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Annually
ICIS: Integrated Compliance Information System
The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program.

Date of Government Version: 11/18/2016
Date Data Arrived at EDR: 11/23/2016
Date Made Active in Reports: 02/10/2017
Number of Days to Update: 79
Source: Environmental Protection Agency
Telephone: 202-564-2501
Last EDR Contact: 03/31/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Quarterly
FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis.

Date of Government Version: 04/09/2009
Date Data Arrived at EDR: 04/16/2009
Date Made Active in Reports: 05/11/2009
Number of Days to Update: 25
Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667
Last EDR Contact: 08/18/2017
Next Scheduled EDR Contact: 12/04/2017
Data Release Frequency: No Update Planned
FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements.

Date of Government Version: 04/09/2009
Date Data Arrived at EDR: 04/16/2009
Date Made Active in Reports: 05/11/2009
Number of Days to Update: 25
Source: EPA
Telephone: 202-566-1667
Last EDR Contact: 08/18/2017
Next Scheduled EDR Contact: 12/04/2017
Data Release Frequency: No Update Planned
MLTS: Material Licensing Tracking System
MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis.

Date of Government Version: 07/29/2021
Date Data Arrived at EDR: 08/24/2021
Date Made Active in Reports: 11/19/2021
Number of Days to Update: 87
Source: Nuclear Regulatory Commission
Telephone: 301-415-7169
Last EDR Contact: 04/18/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Quarterly
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
COAL ASH DOE: Steam-Electric Plant Operation Data
A listing of power plants that store ash in surface ponds.

Date of Government Version: 12/31/2020
Date Data Arrived at EDR: 11/30/2021
Date Made Active in Reports: 02/22/2022
Number of Days to Update: 84
Source: Department of Energy
Telephone: 202-586-8719
Last EDR Contact: 02/28/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Varies
COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings.

Date of Government Version: 01/12/2017
Date Data Arrived at EDR: 03/05/2019
Date Made Active in Reports: 11/11/2019
Number of Days to Update: 251
Source: Environmental Protection Agency
Telephone: N/A
Last EDR Contact: 02/28/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Varies
PCB TRANSFORMER: PCB Transformer Registration Database
The database of PCB transformer registrations that includes all PCB registration submittals.

Date of Government Version: 09/13/2019
Date Data Arrived at EDR: 11/06/2019
Date Made Active in Reports: 02/10/2020
Number of Days to Update: 96
Source: Environmental Protection Agency
Telephone: 202-566-0517
Last EDR Contact: 02/04/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Varies
RADINFO: Radiation Information Database
The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S.

Environmental Protection Agency (EPA) regulations for radiation and radioactivity.

Date of Government Version: 07/01/2019
Date Data Arrived at EDR: 07/01/2019
Date Made Active in Reports: 09/23/2019
Number of Days to Update: 84
Source: Environmental Protection Agency
Telephone: 202-343-9775
Last EDR Contact: 03/28/2022
Next Scheduled EDR Contact: 07/11/2022
Data Release Frequency: Quarterly
HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated.

Date of Government Version: 10/19/2006
Date Data Arrived at EDR: 03/01/2007
Date Made Active in Reports: 04/10/2007
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: 202-564-2501
Last EDR Contact: 12/17/2007
Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned
HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 10/19/2006
Date Data Arrived at EDR: 03/01/2007
Date Made Active in Reports: 04/10/2007
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: 202-564-2501
Last EDR Contact: 12/17/2008
Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned
DOT OPS: Incident and Accident Data
Department of Transporation, Office of Pipeline Safety Incident and Accident data.

Date of Government Version: 01/02/2020
Date Data Arrived at EDR: 01/28/2020
Date Made Active in Reports: 04/17/2020
Number of Days to Update: 80
Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595
Last EDR Contact: 01/24/2022
Next Scheduled EDR Contact: 05/08/2022
Data Release Frequency: Quarterly
CONSENT: Superfund (CERCLA) Consent Decrees
Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters.

Date of Government Version: 12/31/2021
Date Data Arrived at EDR: 01/14/2022
Date Made Active in Reports: 03/25/2022
Number of Days to Update: 70
Source: Department of Justice, Consent Decree Library
Telephone: Varies
Last EDR Contact: 04/04/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Varies
BRS: Biennial Reporting System
The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities.

Date of Government Version: 12/31/2019
Date Data Arrived at EDR: 03/02/2022
Date Made Active in Reports: 03/25/2022
Number of Days to Update: 23
Source: EPA/NTIS
Telephone: 800-424-9346
Last EDR Contact: 03/02/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: Biennially
INDIAN RESERV: Indian Reservations
This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres.

Date of Government Version: 12/31/2014
Date Data Arrived at EDR: 07/14/2015
Date Made Active in Reports: 01/10/2017
Number of Days to Update: 546
Source: USGS
Telephone: 202-208-3710
Last EDR Contact: 04/05/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Semi-Annually
FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations.

Date of Government Version: 07/26/2021
Date Data Arrived at EDR: 07/27/2021
Date Made Active in Reports: 10/22/2021
Number of Days to Update: 87
Source: Department of Energy
Telephone: 202-586-3559
Last EDR Contact: 01/31/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Varies
UMTRA: Uranium Mill Tailings Sites
Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 08/30/2019
Date Data Arrived at EDR: 11/15/2019
Date Made Active in Reports: 01/28/2020
Number of Days to Update: 74
Source: Department of Energy
Telephone: 505-845-0011
Last EDR Contact: 02/17/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Varies
LEAD SMELTER 1: Lead Smelter Sites
A listing of former lead smelter site locations.

Date of Government Version: 01/25/2022
Date Data Arrived at EDR: 02/03/2022
Date Made Active in Reports: 02/22/2022
Number of Days to Update: 19
Source: Environmental Protection Agency
Telephone: 703-603-8787
Last EDR Contact: 05/03/2022
Next Scheduled EDR Contact: 07/11/2022
Data Release Frequency: Varies
LEAD SMELTER 2: Lead Smelter Sites
A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001
Date Data Arrived at EDR: 10/27/2010
Date Made Active in Reports: 12/02/2010
Number of Days to Update: 36
Source: American Journal of Public Health
Telephone: 703-305-6451
Last EDR Contact: 12/02/2009
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants.

Date of Government Version: 10/12/2016
Date Data Arrived at EDR: 10/26/2016
Date Made Active in Reports: 02/03/2017
Number of Days to Update: 100
Source: EPA
Telephone: 202-564-2496
Last EDR Contact: 09/26/2017
Next Scheduled EDR Contact: 01/08/2018
Data Release Frequency: Annually
US AIRS MINOR: Air Facility System Data
A listing of minor source facilities.

Date of Government Version: 10/12/2016
Date Data Arrived at EDR: 10/26/2016
Date Made Active in Reports: 02/03/2017
Number of Days to Update: 100
Source: EPA
Telephone: 202-564-2496
Last EDR Contact: 09/26/2017
Next Scheduled EDR Contact: 01/08/2018
Data Release Frequency: Annually
MINES VIOLATIONS: MSHA Violation Assessment Data
Mines violation and assessment information. Department of Labor, Mine Safety & Health Administration.

Date of Government Version: 03/21/2022
Date Data Arrived at EDR: 03/22/2022
Date Made Active in Reports: 03/25/2022
Number of Days to Update: 3
Source: DOL, Mine Safety & Health Admi
Telephone: 202-693-9424
Last EDR Contact: 03/14/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Quarterly
US MINES: Mines Master Index File
Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 11/02/2021
Date Data Arrived at EDR: 11/22/2021
Date Made Active in Reports: 02/14/2022
Number of Days to Update: 84
Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959
Last EDR Contact: 02/23/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: Semi-Annually
US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States.

Date of Government Version: 05/06/2020
Date Data Arrived at EDR: 05/27/2020
Date Made Active in Reports: 08/13/2020
Number of Days to Update: 78
Source: USGS
Telephone: 703-648-7709
Last EDR Contact: 02/24/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: Varies
US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS.

Date of Government Version: 04/14/2011
Date Data Arrived at EDR: 06/08/2011
Date Made Active in Reports: 09/13/2011
Number of Days to Update: 97
Source: USGS
Telephone: 703-648-7709
Last EDR Contact: 02/24/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: Varies
ABANDONED MINES: Abandoned Mines
An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed.

Date of Government Version: 12/14/2021
Date Data Arrived at EDR: 12/15/2021
Date Made Active in Reports: 03/10/2022
Number of Days to Update: 85
Source: Department of Interior
Telephone: 202-208-2609
Last EDR Contact: 03/04/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Quarterly
FINDS: Facility Index System/Facility Registry System
Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System).

Date of Government Version: 11/04/2021
Date Data Arrived at EDR: 11/22/2021
Date Made Active in Reports: 02/25/2022
Number of Days to Update: 95
Source: EPA
Telephone: (415) 947-8000
Last EDR Contact: 02/28/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Quarterly
UXO: Unexploded Ordnance Sites
A listing of unexploded ordnance site locations
Date of Government Version: 12/31/2020
Date Data Arrived at EDR: 01/11/2022
Date Made Active in Reports: 02/14/2022
Number of Days to Update: 34
Source: Department of Defense
Telephone: 703-704-1564
Last EDR Contact: 04/12/2022
Next Scheduled EDR Contact: 07/25/2022
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
DOCKET HWC: Hazardous Waste Compliance Docket Listing
A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities.

Date of Government Version: 05/06/2021
Date Data Arrived at EDR: 05/21/2021
Date Made Active in Reports: 08/11/2021
Number of Days to Update: 82
Source: Environmental Protection Agency
Telephone: 202-564-0527
Last EDR Contact: 02/22/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: Varies
ECHO: Enforcement & Compliance History Information
ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide.

Date of Government Version: 01/01/2022
Date Data Arrived at EDR: 01/04/2022
Date Made Active in Reports: 01/10/2022
Number of Days to Update: 6
Source: Environmental Protection Agency
Telephone: 202-564-2280
Last EDR Contact: 04/05/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Quarterly
FUELS PROGRAM: EPA Fuels Program Registered Listing
This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations.

Date of Government Version: 11/15/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/01/2022
Number of Days to Update: 78
Source: EPA
Telephone: 800-385-6164
Last EDR Contact: 02/17/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Quarterly
CA BOND EXP. PLAN: Bond Expenditure Plan
Department of Health Services developed a site-specific expenditure plan as the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds. It is not updated.

Date of Government Version: 01/01/1989
Date Data Arrived at EDR: 07/27/1994
Date Made Active in Reports: 08/02/1994
Number of Days to Update: 6
Source: Department of Health Services
Telephone: 916-255-2118
Last EDR Contact: 05/31/1994
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
CORTESE: "Cortese" Hazardous Waste & Substances Sites List The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites).

Date of Government Version: 12/16/2021
Date Data Arrived at EDR: 12/16/2021
Date Made Active in Reports: 03/03/2022
Number of Days to Update: 77
Source: CAL EPA/Office of Emergency Information
Telephone: 916-323-3400
Last EDR Contact: 03/21/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: Quarterly
CUPA LIVERMORE-PLEASANTON: CUPA Facility Listing
list of facilities associated with the various CUPA programs in Livermore-Pleasanton Date of Government Version: 05/01/2019
Date Data Arrived at EDR: 05/14/2019
Date Made Active in Reports: 07/17/2019
Number of Days to Update: 64
Source: Livermore-Pleasanton Fire Department
Telephone: 925-454-2361
Last EDR Contact: 02/08/2022
Next Scheduled EDR Contact: 05/23/2022
Data Release Frequency: Varies
DRYCLEAN AVAQMD: Antelope Valley Air Quality Management District Drycleaner Listing A listing of dry cleaners in the Antelope Valley Air Quality Management District.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 11/29/2021
Date Data Arrived at EDR: 11/29/2021
Date Made Active in Reports: 02/14/2022
Number of Days to Update: 77
Source: Antelope Valley Air Quality Management District Telephone: 661-723-8070
Last EDR Contact: 02/24/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Varies
DRYCLEANERS: Cleaner Facilities
A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes:
power laundries, family and commercial; garment pressing and cleaner’s agents; linen supply; coin-operated laundries and cleaning; drycleaning plants, except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services.

Date of Government Version: 08/27/2021
Date Data Arrived at EDR: 09/01/2021
Date Made Active in Reports: 11/19/2021
Number of Days to Update: 79
Source: Department of Toxic Substance Control
Telephone: 916-327-4498
Last EDR Contact: 02/07/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Annually
DRYCLEAN SOUTH COAST: South Coast Air Quality Management District Drycleaner Listing A listing of dry cleaners in the South Coast Air Quality Management District Date of Government Version: 11/17/2021
Date Data Arrived at EDR: 11/18/2021
Date Made Active in Reports: 02/07/2022
Number of Days to Update: 81
Source: South Coast Air Quality Management District
Telephone: 909-396-3211
Last EDR Contact: 02/17/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: Varies
EMI: Emissions Inventory Data
Toxics and criteria pollutant emissions data collected by the ARB and local air pollution agencies.

Date of Government Version: 12/31/2019
Date Data Arrived at EDR: 06/10/2021
Date Made Active in Reports: 08/27/2021
Number of Days to Update: 78
Source: California Air Resources Board
Telephone: 916-322-2990
Last EDR Contact: 03/18/2022
Next Scheduled EDR Contact: 06/27/2022
Data Release Frequency: Varies
ENF: Enforcement Action Listing
A listing of Water Board Enforcement Actions. Formal is everything except Oral/Verbal Communication, Notice of Violation, Expedited Payment Letter, and Staff Enforcement Letter.

Date of Government Version: 11/10/2021
Date Data Arrived at EDR: 11/11/2021
Date Made Active in Reports: 02/03/2022
Number of Days to Update: 84
Source: State Water Resoruces Control Board
Telephone: 916-445-9379
Last EDR Contact: 04/19/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
Financial Assurance 1: Financial Assurance Information Listing Financial Assurance information
Date of Government Version: 01/13/2022
Date Data Arrived at EDR: 01/14/2022
Date Made Active in Reports: 04/08/2022
Number of Days to Update: 84
Source: Department of Toxic Substances Control
Telephone: 916-255-3628
Last EDR Contact: 04/18/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 11/18/2021
Date Data Arrived at EDR: 11/19/2021
Date Made Active in Reports: 02/07/2022
Number of Days to Update: 80
Source: California Integrated Waste Management Board
Telephone: 916-341-6066
Last EDR Contact: 02/17/2022
Next Scheduled EDR Contact: 05/23/2022
Data Release Frequency: Varies
HAZNET: Facility and Manifest Data
Facility and Manifest Data. The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of manifests is typically 700,000 - 1,000,000 annually, representing approximately 350,000 - 500,000 shipments. Data are from the manifests submitted without correction, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, and disposal method. This database begins with calendar year 1993.

Date of Government Version: 12/31/2019
Date Data Arrived at EDR: 04/15/2020
Date Made Active in Reports: 07/02/2020
Number of Days to Update: 78
Source: California Environmental Protection Agency
Telephone: 916-255-1136
Last EDR Contact: 04/08/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Annually
ICE: ICE
Contains data pertaining to the Permitted Facilities with Inspections / Enforcements sites tracked in Envirostor.

Date of Government Version: 11/15/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/03/2022
Number of Days to Update: 80
Source: Department of Toxic Subsances Control
Telephone: 877-786-9427
Last EDR Contact: 02/15/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Quarterly
HIST CORTESE: Hazardous Waste & Substance Site List
The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency.

Date of Government Version: 04/01/2001
Date Data Arrived at EDR: 01/22/2009
Date Made Active in Reports: 04/08/2009
Number of Days to Update: 76
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
Last EDR Contact: 01/22/2009
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
HWP: EnviroStor Permitted Facilities Listing
Detailed information on permitted hazardous waste facilities and corrective action ("cleanups") tracked in EnviroStor.

Date of Government Version: 11/15/2021
Date Data Arrived at EDR: 11/15/2021
Date Made Active in Reports: 02/03/2022
Number of Days to Update: 80
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
Last EDR Contact: 02/15/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Quarterly
HWT: Registered Hazardous Waste Transporter Database
A listing of hazardous waste transporters. In California, unless specifically exempted, it is unlawful for any person to transport hazardous wastes unless the person holds a valid registration issued by DTSC. A hazardous waste transporter registration is valid for one year and is assigned a unique registration number.

Date of Government Version: 01/03/2022
Date Data Arrived at EDR: 01/04/2022
Date Made Active in Reports: 03/18/2022
Number of Days to Update: 73
Source: Department of Toxic Substances Control
Telephone: 916-440-7145
Last EDR Contact: 04/05/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Quarterly
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
MINES: Mines Site Location Listing
A listing of mine site locations from the Office of Mine Reclamation.

Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: Department of Conservation
Telephone: 916-322-1080
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Quarterly
MWMP: Medical Waste Management Program Listing
The Medical Waste Management Program (MWMP) ensures the proper handling and disposal of medical waste by permitting and inspecting medical waste Offsite Treatment Facilities (PDF) and Transfer Stations (PDF) throughout the state. MWMP also oversees all Medical Waste Transporters.

Date of Government Version: 11/18/2021
Date Data Arrived at EDR: 11/30/2021
Date Made Active in Reports: 02/17/2022
Number of Days to Update: 79
Source: Department of Public Health
Telephone: 916-558-1784
Last EDR Contact: 02/28/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Varies
NPDES: NPDES Permits Listing
A listing of NPDES permits, including stormwater.

Date of Government Version: 11/09/2021
Date Data Arrived at EDR: 11/09/2021
Date Made Active in Reports: 01/27/2022
Number of Days to Update: 79
Source: State Water Resources Control Board
Telephone: 916-445-9379
Last EDR Contact: 02/08/2022
Next Scheduled EDR Contact: 05/23/2022
Data Release Frequency: Quarterly
PEST LIC: Pesticide Regulation Licenses Listing
A listing of licenses and certificates issued by the Department of Pesticide Regulation. The DPR issues licenses and/or certificates to: Persons and businesses that apply or sell pesticides; Pest control dealers and brokers; Persons who advise on agricultural pesticide applications.

Date of Government Version: 11/30/2021
Date Data Arrived at EDR: 11/30/2021
Date Made Active in Reports: 02/17/2022
Number of Days to Update: 79
Source: Department of Pesticide Regulation
Telephone: 916-445-4038
Last EDR Contact: 02/28/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Quarterly
PROC: Certified Processors Database
A listing of certified processors.

Date of Government Version: 11/29/2021
Date Data Arrived at EDR: 11/29/2021
Date Made Active in Reports: 02/11/2022
Number of Days to Update: 74
Source: Department of Conservation
Telephone: 916-323-3836
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Quarterly
NOTIFY 65: Proposition 65 Records
Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency.

Date of Government Version: 12/13/2021
Date Data Arrived at EDR: 12/14/2021
Date Made Active in Reports: 03/03/2022
Number of Days to Update: 79
Source: State Water Resources Control Board
Telephone: 916-445-3846
Last EDR Contact: 03/09/2022
Next Scheduled EDR Contact: 06/26/2022
Data Release Frequency: No Update Planned
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
UIC: UIC Listing
A listing of wells identified as underground injection wells, in the California Oil and Gas Wells database.

Date of Government Version: 12/03/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/24/2022
Number of Days to Update: 79
Source: Deaprtment of Conservation
Telephone: 916-445-2408
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
UIC GEO: Underground Injection Control Sites (GEOTRACKER) Underground control injection sites
Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resource Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
WASTEWATER PITS: Oil Wastewater Pits Listing
Water officials discovered that oil producers have been dumping chemical-laden wastewater into hundreds of unlined pits that are operating without proper permits. Inspections completed by the Central Valley Regional Water Quality Control Board revealed the existence of previously unidentified waste sites. The water boards review found that more than one-third of the region’s active disposal pits are operating without permission.

Date of Government Version: 02/11/2021
Date Data Arrived at EDR: 07/01/2021
Date Made Active in Reports: 09/29/2021
Number of Days to Update: 90
Source: RWQCB, Central Valley Region
Telephone: 559-445-5577
Last EDR Contact: 04/08/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Varies
WDS: Waste Discharge System
Sites which have been issued waste discharge requirements.

Date of Government Version: 06/19/2007
Date Data Arrived at EDR: 06/20/2007
Date Made Active in Reports: 06/29/2007
Number of Days to Update: 9
Source: State Water Resources Control Board
Telephone: 916-341-5227
Last EDR Contact: 02/11/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: No Update Planned
WIP: Well Investigation Program Case List
Well Investigation Program case in the San Gabriel and San Fernando Valley area.

Date of Government Version: 07/03/2009
Date Data Arrived at EDR: 07/21/2009
Date Made Active in Reports: 08/03/2009
Number of Days to Update: 13
Source: Los Angeles Water Quality Control Board
Telephone: 213-576-6726
Last EDR Contact: 03/16/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: No Update Planned
MILITARY PRIV SITES: Military Privatized Sites (GEOTRACKER) Military privatized sites
Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
PROJECT: Project Sites (GEOTRACKER)
Projects sites
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
WDR: Waste Discharge Requirements Listing
In general, the Waste Discharge Requirements (WDRs) Program (sometimes also referred to as the "Non Chapter 15 (Non 15) Program") regulates point discharges that are exempt pursuant to Subsection 20090 of Title 27 and not subject to the Federal Water Pollution Control Act. Exemptions from Title 27 may be granted for nine categories of discharges (e.g., sewage, wastewater, etc.) that meet, and continue to meet, the preconditions listed for each specific exemption. The scope of the WDRs Program also includes the discharge of wastes classified as inert, pursuant to section 20230 of Title 27.

Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 916-341-5810
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Quarterly
CIWQS: California Integrated Water Quality System
The California Integrated Water Quality System (CIWQS) is a computer system used by the State and Regional Water Quality Control Boards to track information about places of environmental interest, manage permits and other orders, track inspections, and manage violations and enforcement activities.

Date of Government Version: 11/30/2021
Date Data Arrived at EDR: 11/30/2021
Date Made Active in Reports: 02/16/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 866-794-4977
Last EDR Contact: 02/28/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Varies
CERS: CalEPA Regulated Site Portal Data
The CalEPA Regulated Site Portal database combines data about environmentally regulated sites and facilities in California into a single database. It combines data from a variety of state and federal databases, and provides an overview of regulated activities across the spectrum of environmental programs for any given location in California.

These activities include hazardous materials and waste, state and federal cleanups, impacted ground and surface waters, and toxic materials
Date of Government Version: 01/18/2022
Date Data Arrived at EDR: 01/19/2022
Date Made Active in Reports: 04/08/2022
Number of Days to Update: 79
Source: California Environmental Protection Agency
Telephone: 916-323-2514
Last EDR Contact: 04/19/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
NON-CASE INFO: Non-Case Information Sites (GEOTRACKER)
Non-Case Information sites
Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
OTHER OIL GAS: Other Oil & Gas Projects Sites (GEOTRACKER) Other Oil & Gas Projects sites
Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
PROD WATER PONDS: Produced Water Ponds Sites (GEOTRACKER) Produced water ponds sites
Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
SAMPLING POINT: Sampling Point ? Public Sites (GEOTRACKER) Sampling point - public sites
Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
WELL STIM PROJ: Well Stimulation Project (GEOTRACKER)
Includes areas of groundwater monitoring plans, a depiction of the monitoring network, and the facilities, boundaries, and subsurface characteristics of the oilfield and the features (oil and gas wells, produced water ponds, UIC wells, water supply wells, etc?) being monitored
Date of Government Version: 12/06/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/23/2022
Number of Days to Update: 78
Source: State Water Resources Control Board
Telephone: 866-480-1028
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Varies
PCS ENF: Enforcement data
No description is available for this data
Date of Government Version: 12/31/2014
Date Data Arrived at EDR: 02/05/2015
Date Made Active in Reports: 03/06/2015
Number of Days to Update: 29
Source: EPA
Telephone: 202-564-2497
Last EDR Contact: 03/31/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Varies
HWTS: Hazardous Waste Tracking System
DTSC maintains the Hazardous Waste Tracking System that stores ID number information since the early 1980s and manifest data since 1993. The system collects both manifest copies from the generator and destination facility.

Date of Government Version: 07/13/2021
Date Data Arrived at EDR: 07/14/2021
Date Made Active in Reports: 10/06/2021
Number of Days to Update: 84
Source: Department of Toxic Substances Control
Telephone: 916-324-2444
Last EDR Contact: 04/05/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Varies
PCS INACTIVE: Listing of Inactive PCS Permits
An inactive permit is a facility that has shut down or is no longer discharging.

Date of Government Version: 11/05/2014
Date Data Arrived at EDR: 01/06/2015
Date Made Active in Reports: 05/06/2015
Number of Days to Update: 120
Source: EPA
Telephone: 202-564-2496
Last EDR Contact: 03/31/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Semi-Annually
PCS: Permit Compliance System
PCS is a computerized management information system that contains data on National Pollutant Discharge Elimination System (NPDES) permit holding facilities. PCS tracks the permit, compliance, and enforcement status of NPDES facilities.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 07/14/2011
Date Data Arrived at EDR: 08/05/2011
Date Made Active in Reports: 09/29/2011
Number of Days to Update: 55
Source: EPA, Office of Water
Telephone: 202-564-2496
Last EDR Contact: 03/31/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Semi-Annually
MINES MRDS: Mineral Resources Data System
Mineral Resources Data System
Date of Government Version: 04/06/2018
Date Data Arrived at EDR: 10/21/2019
Date Made Active in Reports: 10/24/2019
Number of Days to Update: 3
Source: USGS
Telephone: 703-648-6533
Last EDR Contact: 02/24/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: Varies

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP: EDR Proprietary Manufactured Gas Plants
The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination.

Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.

Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
EDR Hist Auto: EDR Exclusive Historical Auto Stations
EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches.

Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.

Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
EDR Hist Cleaner: EDR Exclusive Historical Cleaners
EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.

Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies

EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Resources Recycling and Recovery in California.

Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 01/13/2014
Number of Days to Update: 196
Source: Department of Resources Recycling and Recovery
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists.

Compiled from Records formerly available from the State Water Resources Control Board in California.

Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 12/30/2013
Number of Days to Update: 182
Source: State Water Resources Control Board
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies

COUNTY RECORDS
ALAMEDA COUNTY:

CS ALAMEDA: Contaminated Sites
A listing of contaminated sites overseen by the Toxic Release Program (oil and groundwater contamination from chemical releases and spills) and the Leaking Underground Storage Tank Program (soil and ground water contamination from leaking petroleum USTs).

Date of Government Version: 01/09/2019
Date Data Arrived at EDR: 01/11/2019
Date Made Active in Reports: 03/05/2019
Number of Days to Update: 53
Source: Alameda County Environmental Health Services
Telephone: 510-567-6700
Last EDR Contact: 03/31/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Semi-Annually
UST ALAMEDA: Underground Tanks
Underground storage tank sites located in Alameda county.

Date of Government Version: 12/28/2021
Date Data Arrived at EDR: 12/28/2021
Date Made Active in Reports: 03/18/2022
Number of Days to Update: 80
Source: Alameda County Environmental Health Services
Telephone: 510-567-6700
Last EDR Contact: 04/18/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Semi-Annually
AMADOR COUNTY:

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CUPA AMADOR: CUPA Facility List
Cupa Facility List
Date of Government Version: 11/01/2021
Date Data Arrived at EDR: 11/02/2021
Date Made Active in Reports: 01/24/2022
Number of Days to Update: 83
Source: Amador County Environmental Health
Telephone: 209-223-6439
Last EDR Contact: 01/28/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Varies
BUTTE COUNTY:

CUPA BUTTE: CUPA Facility Listing
Cupa facility list.

Date of Government Version: 04/21/2017
Date Data Arrived at EDR: 04/25/2017
Date Made Active in Reports: 08/09/2017
Number of Days to Update: 106
Source: Public Health Department
Telephone: 530-538-7149
Last EDR Contact: 03/31/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: No Update Planned
CALVERAS COUNTY:

CUPA CALVERAS: CUPA Facility Listing
Cupa Facility Listing
Date of Government Version: 12/28/2021
Date Data Arrived at EDR: 12/28/2021
Date Made Active in Reports: 03/18/2022
Number of Days to Update: 80
Source: Calveras County Environmental Health
Telephone: 209-754-6399
Last EDR Contact: 03/17/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: Quarterly
COLUSA COUNTY:

CUPA COLUSA: CUPA Facility List
Cupa facility list.

Date of Government Version: 04/06/2020
Date Data Arrived at EDR: 04/23/2020
Date Made Active in Reports: 07/10/2020
Number of Days to Update: 78
Source: Health & Human Services
Telephone: 530-458-0396
Last EDR Contact: 01/28/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Semi-Annually
CONTRA COSTA COUNTY:

SL CONTRA COSTA: Site List
List includes sites from the underground tank, hazardous waste generator and business plan/2185 programs.

Date of Government Version: 01/24/2022
Date Data Arrived at EDR: 01/25/2022
Date Made Active in Reports: 04/14/2022
Number of Days to Update: 79
Source: Contra Costa Health Services Department
Telephone: 925-646-2286
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/08/2022
Data Release Frequency: Semi-Annually
DEL NORTE COUNTY:

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CUPA DEL NORTE: CUPA Facility List
Cupa Facility list
Date of Government Version: 01/10/2022
Date Data Arrived at EDR: 01/26/2022
Date Made Active in Reports: 04/14/2022
Number of Days to Update: 78
Source: Del Norte County Environmental Health Division
Telephone: 707-465-0426
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/08/2022
Data Release Frequency: Varies
EL DORADO COUNTY:

CUPA EL DORADO: CUPA Facility List
CUPA facility list.

Date of Government Version: 11/30/2021
Date Data Arrived at EDR: 12/01/2021
Date Made Active in Reports: 02/16/2022
Number of Days to Update: 77
Source: El Dorado County Environmental Management Department Telephone: 530-621-6623
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/08/2022
Data Release Frequency: Varies
FRESNO COUNTY:

CUPA FRESNO: CUPA Resources List
Certified Unified Program Agency. CUPA’s are responsible for implementing a unified hazardous materials and hazardous waste management regulatory program. The agency provides oversight of businesses that deal with hazardous materials, operate underground storage tanks or aboveground storage tanks.

Date of Government Version: 06/28/2021
Date Data Arrived at EDR: 12/21/2021
Date Made Active in Reports: 03/03/2022
Number of Days to Update: 72
Source: Dept. of Community Health
Telephone: 559-445-3271
Last EDR Contact: 03/31/2022
Next Scheduled EDR Contact: 07/11/2022
Data Release Frequency: Semi-Annually
GLENN COUNTY:

CUPA GLENN: CUPA Facility List
Cupa facility list
Date of Government Version: 01/22/2018
Date Data Arrived at EDR: 01/24/2018
Date Made Active in Reports: 03/14/2018
Number of Days to Update: 49
Source: Glenn County Air Pollution Control District
Telephone: 830-934-6500
Last EDR Contact: 04/14/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: No Update Planned
HUMBOLDT COUNTY:

CUPA HUMBOLDT: CUPA Facility List
CUPA facility list.

Date of Government Version: 08/12/2021
Date Data Arrived at EDR: 08/12/2021
Date Made Active in Reports: 11/08/2021
Number of Days to Update: 88
Source: Humboldt County Environmental Health
Telephone: N/A
Last EDR Contact: 02/11/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Semi-Annually
IMPERIAL COUNTY:

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

Date of Government Version: 01/13/2022
Date Data Arrived at EDR: 01/14/2022
Date Made Active in Reports: 04/06/2022
Number of Days to Update: 82
Source: San Diego Border Field Office
Telephone: 760-339-2777
Last EDR Contact: 04/18/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
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
Source: Inyo County Environmental Health Services
Telephone: 760-878-0238
Last EDR Contact: 02/11/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Varies
KERN COUNTY:

CUPA KERN: CUPA Facility List
A listing of sites included in the Kern County Hazardous Material Business Plan.

Date of Government Version: 11/10/2021
Date Data Arrived at EDR: 11/12/2021
Date Made Active in Reports: 02/02/2022
Number of Days to Update: 82
Source: Kern County Public Health
Telephone: 661-321-3000
Last EDR Contact: 01/28/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Varies
UST KERN: Underground Storage Tank Sites & Tank Listing Kern County Sites and Tanks Listing.

Date of Government Version: 11/10/2021
Date Data Arrived at EDR: 11/12/2021
Date Made Active in Reports: 02/02/2022
Number of Days to Update: 82
Source: Kern County Environment Health Services Department Telephone: 661-862-8700
Last EDR Contact: 01/28/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Quarterly
KINGS COUNTY:

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: 12/03/2020
Date Data Arrived at EDR: 01/26/2021
Date Made Active in Reports: 04/14/2021
Number of Days to Update: 78
Source: Kings County Department of Public Health
Telephone: 559-584-1411
Last EDR Contact: 03/24/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Varies
LAKE COUNTY:

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CUPA LAKE: CUPA Facility List
Cupa facility list
Date of Government Version: 11/04/2021
Date Data Arrived at EDR: 11/05/2021
Date Made Active in Reports: 01/24/2022
Number of Days to Update: 80
Source: Lake County Environmental Health
Telephone: 707-263-1164
Last EDR Contact: 04/11/2022
Next Scheduled EDR Contact: 07/25/2022
Data Release Frequency: Varies
LASSEN COUNTY:

CUPA LASSEN: CUPA Facility List
Cupa facility list
Date of Government Version: 07/31/2020
Date Data Arrived at EDR: 08/21/2020
Date Made Active in Reports: 11/09/2020
Number of Days to Update: 80
Source: Lassen County Environmental Health
Telephone: 530-251-8528
Last EDR Contact: 04/14/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
LOS ANGELES COUNTY:

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: 03/10/2022
Next Scheduled EDR Contact: 06/27/2022
Data Release Frequency: No Update Planned
HMS LOS ANGELES: HMS: Street Number List
Industrial Waste and Underground Storage Tank Sites.

Date of Government Version: 04/04/2022
Date Data Arrived at EDR: 04/05/2022
Date Made Active in Reports: 04/13/2022
Number of Days to Update: 8
Source: Department of Public Works
Telephone: 626-458-3517
Last EDR Contact: 04/04/2022
Next Scheduled EDR Contact: 07/18/2022
Data Release Frequency: Semi-Annually
LF LOS ANGELES: List of Solid Waste Facilities
Solid Waste Facilities in Los Angeles County.

Date of Government Version: 01/10/2022
Date Data Arrived at EDR: 01/11/2022
Date Made Active in Reports: 04/04/2022
Number of Days to Update: 83
Source: La County Department of Public Works
Telephone: 818-458-5185
Last EDR Contact: 04/12/2022
Next Scheduled EDR Contact: 07/25/2022
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: 01/01/2022
Date Data Arrived at EDR: 01/21/2022
Date Made Active in Reports: 04/11/2022
Number of Days to Update: 80
Source: Engineering & Construction Division
Telephone: 213-473-7869
Last EDR Contact: 04/08/2022
Next Scheduled EDR Contact: 07/25/2022
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
LOS ANGELES AST: Active & Inactive AST Inventory
A listing of active & inactive above ground petroleum storage tank site locations, located in the City of Los Angeles.

Date of Government Version: 06/01/2019
Date Data Arrived at EDR: 06/25/2019
Date Made Active in Reports: 08/22/2019
Number of Days to Update: 58
Source: Los Angeles Fire Department
Telephone: 213-978-3800
Last EDR Contact: 03/23/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: Varies
LOS ANGELES CO LF METHANE: Methane Producing Landfills
This data was created on April 30, 2012 to represent known disposal sites in Los Angeles County that may produce and emanate methane gas. The shapefile contains disposal sites within Los Angeles County that once accepted degradable refuse material. Information used to create this data was extracted from a landfill survey performed by County Engineers (Major Waste System Map, 1973) as well as historical records from CalRecycle, Regional Water Quality Control Board, and Los Angeles County Department of Public Health Date of Government Version: 01/10/2022
Date Data Arrived at EDR: 01/12/2022
Date Made Active in Reports: 04/04/2022
Number of Days to Update: 82
Source: Los Angeles County Department of Public Works
Telephone: 626-458-6973
Last EDR Contact: 04/13/2022
Next Scheduled EDR Contact: 07/25/2022
Data Release Frequency: No Update Planned
LOS ANGELES HM: Active & Inactive Hazardous Materials Inventory A listing of active & inactive hazardous materials facility locations, located in the City of Los Angeles.

Date of Government Version: 04/19/2021
Date Data Arrived at EDR: 06/17/2021
Date Made Active in Reports: 06/28/2021
Number of Days to Update: 11
Source: Los Angeles Fire Department
Telephone: 213-978-3800
Last EDR Contact: 03/21/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: Varies
LOS ANGELES UST: Active & Inactive UST Inventory
A listing of active & inactive underground storage tank site locations and underground storage tank historical sites, located in the City of Los Angeles.

Date of Government Version: 04/19/2021
Date Data Arrived at EDR: 06/17/2021
Date Made Active in Reports: 09/14/2021
Number of Days to Update: 89
Source: Los Angeles Fire Department
Telephone: 213-978-3800
Last EDR Contact: 03/21/2022
Next Scheduled EDR Contact: 07/04/2022
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: 05/26/2021
Date Data Arrived at EDR: 07/09/2021
Date Made Active in Reports: 09/29/2021
Number of Days to Update: 82
Source: Community Health Services
Telephone: 323-890-7806
Last EDR Contact: 04/14/2022
Next Scheduled EDR Contact: 07/25/2022
Data Release Frequency: Annually
UST EL SEGUNDO: City of El Segundo Underground Storage Tank Underground storage tank sites located in El 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 El Segundo Fire Department
Telephone: 310-524-2236
Last EDR Contact: 04/08/2022
Next Scheduled EDR Contact: 07/25/2022
Data Release Frequency: No Update Planned
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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: 04/22/2019
Date Data Arrived at EDR: 04/23/2019
Date Made Active in Reports: 06/27/2019
Number of Days to Update: 65
Source: City of Long Beach Fire Department
Telephone: 562-570-2563
Last EDR Contact: 04/14/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
UST TORRANCE: City of Torrance Underground Storage Tank Underground storage tank sites located in the city of Torrance.

Date of Government Version: 02/02/2021
Date Data Arrived at EDR: 04/28/2021
Date Made Active in Reports: 07/13/2021
Number of Days to Update: 76
Source: City of Torrance Fire Department
Telephone: 310-618-2973
Last EDR Contact: 04/18/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Semi-Annually
MADERA COUNTY:

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: 08/10/2020
Date Data Arrived at EDR: 08/12/2020
Date Made Active in Reports: 10/23/2020
Number of Days to Update: 72
Source: Madera County Environmental Health
Telephone: 559-675-7823
Last EDR Contact: 02/11/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Varies
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
Source: Public Works Department Waste Management
Telephone: 415-473-6647
Last EDR Contact: 03/23/2022
Next Scheduled EDR Contact: 07/11/2022
Data Release Frequency: Semi-Annually
MENDOCINO COUNTY:

UST MENDOCINO: Mendocino County UST Database
A listing of underground storage tank locations in Mendocino County.

Date of Government Version: 09/22/2021
Date Data Arrived at EDR: 11/18/2021
Date Made Active in Reports: 11/22/2021
Number of Days to Update: 4
Source: Department of Public Health
Telephone: 707-463-4466
Last EDR Contact: 02/17/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: Annually
MERCED COUNTY:

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CUPA MERCED: CUPA Facility List
CUPA facility list.

Date of Government Version: 11/24/2021
Date Data Arrived at EDR: 11/29/2021
Date Made Active in Reports: 02/11/2022
Number of Days to Update: 74
Source: Merced County Environmental Health
Telephone: 209-381-1094
Last EDR Contact: 02/11/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Varies
MONO COUNTY:

CUPA MONO: CUPA Facility List
CUPA Facility List
Date of Government Version: 02/22/2021
Date Data Arrived at EDR: 03/02/2021
Date Made Active in Reports: 05/19/2021
Number of Days to Update: 78
Source: Mono County Health Department
Telephone: 760-932-5580
Last EDR Contact: 03/17/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: Varies
MONTEREY COUNTY:

CUPA MONTEREY: CUPA Facility Listing
CUPA Program listing from the Environmental Health Division.

Date of Government Version: 10/04/2021
Date Data Arrived at EDR: 10/06/2021
Date Made Active in Reports: 12/29/2021
Number of Days to Update: 84
Source: Monterey County Health Department
Telephone: 831-796-1297
Last EDR Contact: 04/04/2022
Next Scheduled EDR Contact: 07/11/2022
Data Release Frequency: Varies
NAPA COUNTY:

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: 02/17/2022
Next Scheduled EDR Contact: 06/06/2022
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: 09/05/2019
Date Data Arrived at EDR: 09/09/2019
Date Made Active in Reports: 10/31/2019
Number of Days to Update: 52
Source: Napa County Department of Environmental Management Telephone: 707-253-4269
Last EDR Contact: 02/17/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: No Update Planned
NEVADA COUNTY:

CUPA NEVADA: CUPA Facility List
CUPA facility list.

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Date of Government Version: 01/25/2022
Date Data Arrived at EDR: 01/26/2022
Date Made Active in Reports: 04/14/2022
Number of Days to Update: 78
Source: Community Development Agency
Telephone: 530-265-1467
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/08/2022
Data Release Frequency: Varies
ORANGE COUNTY:

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

Date of Government Version: 01/14/2022
Date Data Arrived at EDR: 02/03/2022
Date Made Active in Reports: 04/14/2022
Number of Days to Update: 70
Source: Health Care Agency
Telephone: 714-834-3446
Last EDR Contact: 01/31/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Annually
LUST ORANGE: List of Underground Storage Tank Cleanups
Orange County Underground Storage Tank Cleanups (LUST).

Date of Government Version: 10/08/2021
Date Data Arrived at EDR: 11/02/2021
Date Made Active in Reports: 01/24/2022
Number of Days to Update: 83
Source: Health Care Agency
Telephone: 714-834-3446
Last EDR Contact: 01/31/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Quarterly
UST ORANGE: List of Underground Storage Tank Facilities Orange County Underground Storage Tank Facilities (UST).

Date of Government Version: 01/14/2022
Date Data Arrived at EDR: 02/01/2022
Date Made Active in Reports: 04/18/2022
Number of Days to Update: 76
Source: Health Care Agency
Telephone: 714-834-3446
Last EDR Contact: 10/29/2021
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Quarterly
PLACER COUNTY:

MS PLACER: Master List of Facilities
List includes aboveground tanks, underground tanks and cleanup sites.

Date of Government Version: 12/01/2021
Date Data Arrived at EDR: 12/02/2021
Date Made Active in Reports: 02/25/2022
Number of Days to Update: 85
Source: Placer County Health and Human Services
Telephone: 530-745-2363
Last EDR Contact: 02/24/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Semi-Annually
PLUMAS COUNTY:

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

Date of Government Version: 03/31/2019
Date Data Arrived at EDR: 04/23/2019
Date Made Active in Reports: 06/26/2019
Number of Days to Update: 64
Source: Plumas County Environmental Health
Telephone: 530-283-6355
Last EDR Contact: 04/14/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
RIVERSIDE COUNTY:

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
LUST RIVERSIDE: Listing of Underground Tank Cleanup Sites Riverside County Underground Storage Tank Cleanup Sites (LUST).

Date of Government Version: 03/31/2022
Date Data Arrived at EDR: 03/31/2022
Date Made Active in Reports: 04/08/2022
Number of Days to Update: 8
Source: Department of Environmental Health
Telephone: 951-358-5055
Last EDR Contact: 03/14/2022
Next Scheduled EDR Contact: 06/27/2022
Data Release Frequency: Quarterly
UST RIVERSIDE: Underground Storage Tank Tank List
Underground storage tank sites located in Riverside county.

CS SACRAMENTO: Toxic Site Clean-Up List
List of sites where unauthorized releases of potentially hazardous materials have occurred.

Date of Government Version: 06/18/2021
Date Data Arrived at EDR: 09/28/2021
Date Made Active in Reports: 12/14/2021
Number of Days to Update: 77
Source: Sacramento County Environmental Management
Telephone: 916-875-8406
Last EDR Contact: 03/31/2022
Next Scheduled EDR Contact: 07/11/2022
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: 08/02/2021
Date Data Arrived at EDR: 08/04/2021
Date Made Active in Reports: 11/02/2021
Number of Days to Update: 90
Source: Sacramento County Environmental Management
Telephone: 916-875-8406
Last EDR Contact: 03/31/2022
Next Scheduled EDR Contact: 07/11/2022
Data Release Frequency: Quarterly
SAN BENITO COUNTY:

CUPA SAN BENITO: CUPA Facility List
Cupa facility list
Date of Government Version: 11/04/2021
Date Data Arrived at EDR: 11/05/2021
Date Made Active in Reports: 01/24/2022
Number of Days to Update: 80
Source: San Benito County Environmental Health
Telephone: N/A
Last EDR Contact: 01/28/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Varies
SAN BERNARDINO COUNTY:

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.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 12/01/2021
Date Data Arrived at EDR: 12/02/2021
Date Made Active in Reports: 02/17/2022
Number of Days to Update: 77
Source: San Bernardino County Fire Department Hazardous Materials Division Telephone: 909-387-3041
Last EDR Contact: 01/31/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Quarterly
SAN DIEGO COUNTY:

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: 11/30/2021
Date Data Arrived at EDR: 11/30/2021
Date Made Active in Reports: 02/16/2022
Number of Days to Update: 78
Source: Hazardous Materials Management Division
Telephone: 619-338-2268
Last EDR Contact: 02/28/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Quarterly
LF SAN DIEGO: Solid Waste Facilities
San Diego County Solid Waste Facilities.

Date of Government Version: 10/01/2020
Date Data Arrived at EDR: 11/23/2020
Date Made Active in Reports: 02/08/2021
Number of Days to Update: 77
Source: Department of Health Services
Telephone: 619-338-2209
Last EDR Contact: 04/14/2022
Next Scheduled EDR Contact: 08/01/2022
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: 07/22/2021
Date Data Arrived at EDR: 10/19/2021
Date Made Active in Reports: 01/13/2022
Number of Days to Update: 86
Source: Department of Environmental Health
Telephone: 858-505-6874
Last EDR Contact: 04/18/2022
Next Scheduled EDR Contact: 08/01/2022
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
Source: San Diego County Department of Environmental Health Telephone: 619-338-2371
Last EDR Contact: 02/24/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: No Update Planned
SAN FRANCISCO COUNTY:

CUPA SAN FRANCISCO CO: CUPA Facility Listing
Cupa facilities
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Date of Government Version: 02/03/2022
Date Data Arrived at EDR: 02/04/2022
Date Made Active in Reports: 02/11/2022
Number of Days to Update: 7
Source: San Francisco County Department of Environmental Health Telephone: 415-252-3896
Last EDR Contact: 01/28/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Varies
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: 01/28/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: No Update Planned
UST SAN FRANCISCO: Underground Storage Tank Information Underground storage tank sites located in San Francisco county.

Date of Government Version: 11/10/2021
Date Data Arrived at EDR: 11/11/2021
Date Made Active in Reports: 02/02/2022
Number of Days to Update: 83
Source: Department of Public Health
Telephone: 415-252-3920
Last EDR Contact: 01/28/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Quarterly
SAN JOAQUIN COUNTY:

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
Source: Environmental Health Department
Telephone: N/A
Last EDR Contact: 03/10/2022
Next Scheduled EDR Contact: 06/27/2022
Data Release Frequency: Semi-Annually
SAN LUIS OBISPO COUNTY:

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

Date of Government Version: 11/15/2021
Date Data Arrived at EDR: 11/16/2021
Date Made Active in Reports: 02/03/2022
Number of Days to Update: 79
Source: San Luis Obispo County Public Health Department Telephone: 805-781-5596
Last EDR Contact: 02/11/2022
Next Scheduled EDR Contact: 05/23/2022
Data Release Frequency: Varies
SAN MATEO COUNTY:

BI SAN MATEO: Business Inventory
List includes Hazardous Materials Business Plan, hazardous waste generators, and underground storage tanks.

Date of Government Version: 02/20/2020
Date Data Arrived at EDR: 02/20/2020
Date Made Active in Reports: 04/24/2020
Number of Days to Update: 64
Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921
Last EDR Contact: 03/11/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Annually
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LUST SAN MATEO: Fuel Leak List
A listing of leaking underground storage tank sites located in San Mateo county.

Date of Government Version: 03/29/2019
Date Data Arrived at EDR: 03/29/2019
Date Made Active in Reports: 05/29/2019
Number of Days to Update: 61
Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921
Last EDR Contact: 03/02/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Semi-Annually
SANTA BARBARA COUNTY:

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
Source: Santa Barbara County Public Health Department
Telephone: 805-686-8167
Last EDR Contact: 02/11/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: No Update Planned
SANTA CLARA COUNTY:

CUPA SANTA CLARA: Cupa Facility List
Cupa facility list
Date of Government Version: 11/19/2021
Date Data Arrived at EDR: 11/22/2021
Date Made Active in Reports: 02/07/2022
Number of Days to Update: 77
Source: Department of Environmental Health
Telephone: 408-918-1973
Last EDR Contact: 02/11/2022
Next Scheduled EDR Contact: 05/30/2022
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
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
LUST SANTA CLARA: LOP Listing
A listing of leaking underground storage tanks located in Santa Clara county.

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: Department of Environmental Health
Telephone: 408-918-3417
Last EDR Contact: 02/17/2022
Next Scheduled EDR Contact: 06/06/2022
Data Release Frequency: No Update Planned
SAN JOSE HAZMAT: Hazardous Material Facilities
Hazardous material facilities, including underground storage tank sites.

Date of Government Version: 11/03/2020
Date Data Arrived at EDR: 11/05/2020
Date Made Active in Reports: 01/26/2021
Number of Days to Update: 82
Source: City of San Jose Fire Department
Telephone: 408-535-7694
Last EDR Contact: 02/24/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Annually
SANTA CRUZ COUNTY:

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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
Source: Santa Cruz County Environmental Health
Telephone: 831-464-2761
Last EDR Contact: 02/11/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Varies
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
Source: Shasta County Department of Resource Management Telephone: 530-225-5789
Last EDR Contact: 02/11/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Varies
SOLANO COUNTY:

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

Date of Government Version: 06/04/2019
Date Data Arrived at EDR: 06/06/2019
Date Made Active in Reports: 08/13/2019
Number of Days to Update: 68
Source: Solano County Department of Environmental Management Telephone: 707-784-6770
Last EDR Contact: 02/24/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Quarterly
UST SOLANO: Underground Storage Tanks
Underground storage tank sites located in Solano county.

Date of Government Version: 09/15/2021
Date Data Arrived at EDR: 09/16/2021
Date Made Active in Reports: 12/09/2021
Number of Days to Update: 84
Source: Solano County Department of Environmental Management Telephone: 707-784-6770
Last EDR Contact: 02/24/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Quarterly
SONOMA COUNTY:

CUPA SONOMA: Cupa Facility List
Cupa Facility list
Date of Government Version: 07/02/2021
Date Data Arrived at EDR: 07/06/2021
Date Made Active in Reports: 07/14/2021
Number of Days to Update: 8
Source: County of Sonoma Fire & Emergency Services Department Telephone: 707-565-1174
Last EDR Contact: 03/16/2022
Next Scheduled EDR Contact: 07/04/2022
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: 06/30/2021
Date Data Arrived at EDR: 06/30/2021
Date Made Active in Reports: 09/24/2021
Number of Days to Update: 86
Source: Department of Health Services
Telephone: 707-565-6565
Last EDR Contact: 03/16/2022
Next Scheduled EDR Contact: 07/04/2022
Data Release Frequency: Quarterly
STANISLAUS COUNTY:

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CUPA STANISLAUS: CUPA Facility List
Cupa facility list
Date of Government Version: 11/09/2021
Date Data Arrived at EDR: 11/11/2021
Date Made Active in Reports: 02/02/2022
Number of Days to Update: 83
Source: Stanislaus County Department of Ennvironmental Protection Telephone: 209-525-6751
Last EDR Contact: 04/11/2022
Next Scheduled EDR Contact: 07/25/2022
Data Release Frequency: Varies
SUTTER COUNTY:

UST SUTTER: Underground Storage Tanks
Underground storage tank sites located in Sutter county.

Date of Government Version: 11/23/2021
Date Data Arrived at EDR: 11/29/2021
Date Made Active in Reports: 02/11/2022
Number of Days to Update: 74
Source: Sutter County Environmental Health Services
Telephone: 530-822-7500
Last EDR Contact: 02/24/2022
Next Scheduled EDR Contact: 06/13/2022
Data Release Frequency: Semi-Annually
TEHAMA COUNTY:

CUPA TEHAMA: CUPA Facility List
Cupa facilities
Date of Government Version: 01/13/2021
Date Data Arrived at EDR: 01/14/2021
Date Made Active in Reports: 04/06/2021
Number of Days to Update: 82
Source: Tehama County Department of Environmental Health Telephone: 530-527-8020
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Varies
TRINITY COUNTY:

CUPA TRINITY: CUPA Facility List
Cupa facility list
Date of Government Version: 01/13/2022
Date Data Arrived at EDR: 01/14/2022
Date Made Active in Reports: 04/06/2022
Number of Days to Update: 82
Source: Department of Toxic Substances Control
Telephone: 760-352-0381
Last EDR Contact: 04/18/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
TULARE COUNTY:

CUPA TULARE: CUPA Facility List
Cupa program facilities
Date of Government Version: 04/26/2021
Date Data Arrived at EDR: 04/28/2021
Date Made Active in Reports: 07/13/2021
Number of Days to Update: 76
Source: Tulare County Environmental Health Services Division Telephone: 559-624-7400
Last EDR Contact: 04/14/2022
Next Scheduled EDR Contact: 05/16/2022
Data Release Frequency: Varies
TUOLUMNE COUNTY:

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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
Source: Divison of Environmental Health
Telephone: 209-533-5633
Last EDR Contact: 04/14/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Varies
VENTURA COUNTY:

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: 12/27/2021
Date Data Arrived at EDR: 01/20/2022
Date Made Active in Reports: 04/08/2022
Number of Days to Update: 78
Source: Ventura County Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 04/18/2022
Next Scheduled EDR Contact: 08/01/2022
Data Release Frequency: Quarterly
LF VENTURA: Inventory of Illegal Abandoned and Inactive Sites Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites.

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: 03/23/2022
Next Scheduled EDR Contact: 07/11/2022
Data Release Frequency: No Update Planned
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: 02/07/2022
Next Scheduled EDR Contact: 05/23/2022
Data Release Frequency: No Update Planned
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: 12/27/2021
Date Data Arrived at EDR: 01/20/2022
Date Made Active in Reports: 04/11/2022
Number of Days to Update: 81
Source: Ventura County Resource Management Agency
Telephone: 805-654-2813
Last EDR Contact: 04/18/2022
Next Scheduled EDR Contact: 08/01/2022
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: 11/29/2021
Date Data Arrived at EDR: 12/07/2021
Date Made Active in Reports: 02/24/2022
Number of Days to Update: 79
Source: Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 03/08/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Quarterly
YOLO COUNTY:

TC6955806.2s Page GR-50

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
UST YOLO: Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county.

Date of Government Version: 12/27/2021
Date Data Arrived at EDR: 01/04/2022
Date Made Active in Reports: 03/18/2022
Number of Days to Update: 73
Source: Yolo County Department of Health
Telephone: 530-666-8646
Last EDR Contact: 03/24/2022
Next Scheduled EDR Contact: 07/11/2022
Data Release Frequency: Annually
YUBA COUNTY:

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

Date of Government Version: 01/26/2022
Date Data Arrived at EDR: 01/27/2022
Date Made Active in Reports: 04/14/2022
Number of Days to Update: 77
Source: Yuba County Environmental Health Department
Telephone: 530-749-7523
Last EDR Contact: 04/21/2022
Next Scheduled EDR Contact: 08/08/2022
Data Release Frequency: Varies

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: 11/11/2021
Date Data Arrived at EDR: 11/12/2021
Date Made Active in Reports: 02/01/2022
Number of Days to Update: 81
Source: Department of Energy & Environmental Protection Telephone: 860-424-3375
Last EDR Contact: 02/11/2022
Next Scheduled EDR Contact: 05/23/2022
Data Release Frequency: No Update Planned
NJ MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 12/31/2018
Date Data Arrived at EDR: 04/10/2019
Date Made Active in Reports: 05/16/2019
Number of Days to Update: 36
Source: Department of Environmental Protection
Telephone: N/A
Last EDR Contact: 04/07/2022
Next Scheduled EDR Contact: 07/18/2022
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: 10/29/2021
Date Made Active in Reports: 01/19/2022
Number of Days to Update: 82
Source: Department of Environmental Conservation
Telephone: 518-402-8651
Last EDR Contact: 01/28/2022
Next Scheduled EDR Contact: 05/09/2022
Data Release Frequency: Quarterly
TC6955806.2s Page GR-51

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
PA MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 06/30/2018
Date Data Arrived at EDR: 07/19/2019
Date Made Active in Reports: 09/10/2019
Number of Days to Update: 53
Source: Department of Environmental Protection
Telephone: 717-783-8990
Last EDR Contact: 04/08/2022
Next Scheduled EDR Contact: 07/25/2022
Data Release Frequency: Annually
RI MANIFEST: Manifest information
Hazardous waste manifest information
Date of Government Version: 12/31/2020
Date Data Arrived at EDR: 11/30/2021
Date Made Active in Reports: 02/18/2022
Number of Days to Update: 80
Source: Department of Environmental Management
Telephone: 401-222-2797
Last EDR Contact: 02/14/2022
Next Scheduled EDR Contact: 05/30/2022
Data Release Frequency: Annually
WI MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 05/31/2018
Date Data Arrived at EDR: 06/19/2019
Date Made Active in Reports: 09/03/2019
Number of Days to Update: 76
Source: Department of Natural Resources
Telephone: N/A
Last EDR Contact: 03/02/2022
Next Scheduled EDR Contact: 06/20/2022
Data Release Frequency: Annually
Oil/Gas Pipelines
Source: Endeavor Business Media
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 Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media.

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

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.

TC6955806.2s Page GR-52

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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 Q3 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
Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey

STREET AND ADDRESS INFORMATION
Â© 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.

TC6955806.2s Page GR-53

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
TC6955806.2s Page A-1
geologic strata.
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics

2. Groundwater flow velocity.

1. Groundwater flow direction, and
Assessment of the impact of contaminant migration generally has two principle investigative components:
forming an opinion about the impact of potential contaminant migration.

EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in Version Date: 2018
Target Property Map: 12002892 SAN JACINTO, CA

USGS TOPOGRAPHIC MAP
Elevation: 1527 ft. above sea level
UTM Y (Meters): 3739892.0
UTM X (Meters): 502805.2
Universal Tranverse Mercator: Zone 11
Longitude (West): 116.969695 - 116ˆ 58’ 10.90’’
Latitude (North): 33.800944 - 33ˆ 48’ 3.40’’

TARGET PROPERTY COORDINATES
SAN JACINTO, CA 92583

SEC STATE STREET AND W RAMONA EXPRESSWAY

PROPOSED RETAIL CENTER

TARGET PROPERTY ADDRESS
GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM ®
TC6955806.2s Page A-2
should be field verified.
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation (ft) Elevation (ft) TP
TP
0 1/2 1 Miles ✩Target Property Elevation: 1527 ft.

North South
West East 1534 1535 1536 1537 1538 1540 1543 1523 1524 1525 1527 1529 1532 1514 1518 1521 1522 1510 1511 1504 1506 1508 1511 1514 1516 1519 1522 1524 1527 1530 1533 1536 1540 1543 1547 1552 1554 1554 General Topographic Gradient: General WNW

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

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

GROUNDWATER FLOW DIRECTION INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6955806.2s Page A-3
Not Reported

LOCATION GENERAL DIRECTION

MAP ID FROM TP GROUNDWATER FLOW
hydrogeologically, and the depth to water table.
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW®
Search Radius: 1.000 Mile.

Status: Not found
Search Radius: 1.25 miles
Site-Specific Hydrogeological Data*:
* ©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. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator

HYDROGEOLOGIC INFORMATION
SAN JACINTO YES - refer to the Overview Map and Detail Map

NATIONAL WETLAND INVENTORY
NWI Electronic
NWI Quad at Target Property Data Coverage
06065C1480G FEMA FIRM Flood data
Additional Panels in search area: FEMA Source Type
06065C1490G FEMA FIRM Flood data
Flood Plain Panel at Target Property FEMA Source Type

FEMA FLOOD ZONE
and bodies of water).

Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist

HYDROLOGIC INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6955806.2s Page A-4
Map, USGS Digital Data Series DDS - 11 (1994).
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology

ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION
Era: Cenozoic Category: Continental Deposits
System: Tertiary
Series: Pliocene
Code: Tpc (decoded above as Era, System & Series)
at which contaminant migration may be occurring.

Geologic information can be used by the environmental professional in forming an opinion about the relative speed

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

GROUNDWATER FLOW VELOCITY INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
EDR Inc.
1 5
3 5
9 1
2 3
3 8
41 10
3 6
11 6
5 3 9
1 1
5 5
7 3 5
0 1/16 1/8 1/4 Miles
TC6955806.2s Page A-6
Min: 6.6
Max: 8.4
Min: 42
Max: 141
Well-graded sand.

Clean Sands,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
sand
3 35 inches 59 inches gravelly coarse
Min: 6.6
Max: 8.4
Min: 42
Max: 141
Well-graded sand.

Clean Sands,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
2 7 inches 35 inches sand Granular
Min: 6.6
Max: 8.4
Min: 42
Max: 141
Well-graded sand.

Clean Sands,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
1 0 inches 7 inches loamy fine sand Granular
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Not hydric
Soil Drainage Class: Somewhat poorly drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: loamy fine sand
Soil Component Name: DELLO
Soil Map ID: 1
in a landscape. The following information is based on Soil Conservation Service SSURGO data. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil

DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6955806.2s Page A-7
Min: 6.6
Max: 8.4
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
sand
3 35 inches 59 inches gravelly coarse
Min: 6.6
Max: 8.4
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
2 7 inches 35 inches sand Granular
Min: 6.6
Max: 8.4
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
1 0 inches 7 inches loamy sand Granular
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Not hydric
Soil Drainage Class: Somewhat poorly drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: loamy sand
Soil Component Name: DELLO
Soil Map ID: 2
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6955806.2s Page A-8
Soil Drainage Class: Somewhat poorly drained
excessively drained sands and gravels.

Hydrologic Group: Class A - High infiltration rates. Soils are deep, well drained to Soil Surface Texture: loamy sand
Soil Component Name: DELLO
Soil Map ID: 4
Min: 6.6
Max: 8.4
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
2 16 inches 59 inches sandy loam Granular
Min: 6.6
Max: 8.4
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
1 0 inches 16 inches loamy fine sand Granular
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Not hydric
Soil Drainage Class: Moderately well drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: loamy fine sand
Soil Component Name: GRANGEVILLE
Soil Map ID: 3
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6955806.2s Page A-9
Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Not hydric
Soil Drainage Class: Moderately well drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: fine sandy loam
Soil Component Name: GRANGEVILLE
Soil Map ID: 5
Min: 7.4
Max: 8.4
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
2 7 inches 61 inches sand Granular
Min: 7.4
Max: 8.4
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
1 0 inches 7 inches loamy sand Granular
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Not hydric
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6955806.2s Page A-10
Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Not hydric
Soil Drainage Class: Moderately well drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: fine sandy loam
Soil Component Name: GRANGEVILLE
Soil Map ID: 6

7.9 Max: 9 Min:

Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
Silt-Clay
silt loam
loamy sand to
3 35 inches 59 inches stratified

7.9 Max: 9 Min:

Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 16 inches 35 inches sandy loam Silt-Clay

7.9 Max: 9 Min:

Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Hydrologic Group: Class A - High infiltration rates. Soils are deep, well drained to Soil Surface Texture: loamy fine sand
Soil Component Name: DELLO
Soil Map ID: 7

7.4 Max: 9 Min:

Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 35 inches 59 inches sandy loam Silt-Clay

7.4 Max: 9 Min:

Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
1 0 inches 35 inches fine sandy loam Silt-Clay
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6955806.2s Page A-12
Min: 6.6
Max: 8.4
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 35 inches 64 inches sandy loam Silt-Clay
Min: 6.6
Max: 8.4
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
1 0 inches 35 inches fine sandy loam Silt-Clay
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Not hydric
Soil Drainage Class: Moderately well drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: fine sandy loam
Soil Component Name: GRANGEVILLE
Soil Map ID: 8
Min: 7.4
Max: 8.4
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
2 7 inches 61 inches sand Granular
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6955806.2s Page A-13
Soil Drainage Class: Moderately well drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: sandy loam
Soil Component Name: GRANGEVILLE
Soil Map ID: 10

7.4 Max: 9 Min:

Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 35 inches 59 inches sandy loam Silt-Clay

7.4 Max: 9 Min:

Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
1 0 inches 35 inches sandy loam Silt-Clay
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Not hydric
Soil Drainage Class: Moderately well drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: sandy loam
Soil Component Name: GRANGEVILLE
Soil Map ID: 9
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6955806.2s Page A-14
Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Not hydric
Soil Drainage Class: Somewhat poorly drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: fine sandy loam
Soil Component Name: GRANGEVILLE
Soil Map ID: 11

7.4 Max: 9 Min:

Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 16 inches 59 inches sandy loam Silt-Clay

7.4 Max: 9 Min:

Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
1 0 inches 16 inches sandy loam Silt-Clay
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Not hydric
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6955806.2s Page A-15
H32 USGS40000138177 1/2 - 1 Mile SSW
30 USGS40000138300 1/2 - 1 Mile East
27 USGS40000138320 1/2 - 1 Mile ENE
F24 USGS40000138263 1/2 - 1 Mile WSW
E23 USGS40000138321 1/2 - 1 Mile ENE
E19 USGS40000138309 1/2 - 1 Mile ENE
D17 USGS40000138298 1/2 - 1 Mile West
15 USGS40000138301 1/2 - 1 Mile East
B6 USGS40000138324 1/4 - 1/2 Mile NNE
A2 USGS40000138307 1/8 - 1/4 Mile NNE

FEDERAL USGS WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
State Database 1.000
Federal FRDS PWS Nearest PWS within 1 mile
Federal USGS 1.000

WELL SEARCH DISTANCE INFORMATION
DATABASE SEARCH DISTANCE (miles)
opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental

LOCAL / REGIONAL WATER AGENCY RECORDS

7.4 Max: 9 Min:

Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 16 inches 59 inches sandy loam Silt-Clay

7.4 Max: 9 Min:

Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
1 0 inches 16 inches fine sandy loam Silt-Clay
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6955806.2s Page A-16
H33 CADWR9000005531 1/2 - 1 Mile SSW
31 CADWR0000011772 1/2 - 1 Mile North
G29 CADWR0000028319 1/2 - 1 Mile SSW
G28 CADWR0000027351 1/2 - 1 Mile SSW
26 CADWR0000024923 1/2 - 1 Mile WNW
F25 CAUSGSN00012193 1/2 - 1 Mile WSW
E22 CADWR0000033016 1/2 - 1 Mile ENE
E21 CADWR0000022618 1/2 - 1 Mile ENE
20 CADWR0000026200 1/2 - 1 Mile SE
18 CADWR0000021808 1/2 - 1 Mile East
D16 CAUSGSN00005251 1/2 - 1 Mile West
14 CADWR0000037379 1/2 - 1 Mile NE
C13 CADDW0000001885 1/2 - 1 Mile NE
C12 CADDW0000010835 1/2 - 1 Mile NE
C11 4761 1/2 - 1 Mile NE
C10 4760 1/2 - 1 Mile NE
9 CADWR0000030748 1/2 - 1 Mile East
8 CADWR0000026806 1/4 - 1/2 Mile SW
B7 CADWR9000005626 1/4 - 1/2 Mile NNE
B5 CAUSGSN00014576 1/4 - 1/2 Mile NNE
4 CADWR0000031724 1/8 - 1/4 Mile North
A3 CALLNL000000969 1/8 - 1/4 Mile NNE
A1 CAUSGSN00010635 1/8 - 1/4 Mile NNE

STATE DATABASE WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
Note: PWS System location is not always the same as well location.

No PWS System Found

FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION

LOCATION

MAP ID WELL ID FROM TP
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
EDR Inc.
0 0 2 9 2 0
1 4 8 0
2 6 4 0 2 6 0 0
2 5 60 0
2 5 2
8 0
2 4 8 0
2 4 4 0
2 4 0 0
2 3 6 0
2 3 6
2 3 2 0
2 3 2
2 2 8 0
2 2 2 4 0
2 2 4 0
2 2 0 0
2 2 0 0
2 2 0 0
2 1 60
2 1 6 0
2 1 2 0
2 1 2 0
2 0 8 0
2 0 8 0
2 0 40
2 0 4 0
1 5 2 0
1 5 2 0
1 5 2 0
1 5 2 0
1 5 20
2 0 0 0 2 0 0 0
1 9 6 0
1 9 6 0
1 9 2 0
1 9 2 0
1 9 2 0
1 8 8 0
1 8 8 0
1 8 4 0
1 8 4 0
1 8 0 0
1 8 0 0
1 8 0 0
1 7 6 0
1 1 7 2 0
1 7 2 0
1 5 6 0
1 5 6 0
1 5 6 0
1 5 6 0
1 5 6 0
1 6 0 0
1 6 0
1 6 4 0
1 6 4 0
1 6 8 0
1 6 8 0
1 6 80
CA
TC6955806.2s Page A-18
Units: cm3STP/g Date: 07/06/2001
Chemical: Argon Results: .000458682
Units: cm3STP/g Date: 07/06/2001
Chemical: Helium-4 Results: .0000000739586
Units: cm3STP/g Date: 07/06/2001
Chemical: Neon Results: .000000299557
GeoTracker Data: Not Reported
Groundwater Quality Data: Not Reported
Other Name: 04S/01W-22Q02 M GAMA PFAS Testing: Not Reported Source: Lawrence Livermore National Laboratory
Well ID: 100806 Well Type: MUNICIPAL
A3
NNE
1/8 - 1/4 Mile
Higher
CA WELLS CALLNL000000969
Note: Not Reported
Feet below surface: 241.6 Feet to sea level: Not Reported Ground water levels,Number of Measurements: 1 Level reading date: 2001-04-10 Well Hole Depth Units: Not Reported
Well Depth Units: ft Well Hole Depth: Not Reported
Construction Date: Not Reported Well Depth: 1550
Formation Type: Not Reported Aquifer Type: Unconfined single aquifer Aquifer: California Coastal Basin aquifers
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: Not Reported
Monitor Location: 004S001W22Q002S Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
A2
NNE
1/8 - 1/4 Mile
Higher
FED USGS USGS40000138307
GeoTracker Data: Not Reported
amp_date=&global_id=&assigned_name=USGS-334811116580801&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s Other Name: USGS-334811116580801 GAMA PFAS Testing: Not Reported Source: United States Geological Survey
Well ID: USGS-334811116580801 Well Type: UNK
A1
NNE
1/8 - 1/4 Mile
Higher
CA WELLS CAUSGSN00010635
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-19
Well Hole Depth Units: Not Reported
Well Depth Units: ft Well Hole Depth: Not Reported
Construction Date: Not Reported Well Depth: 400
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: California Coastal Basin aquifers
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18070202
Monitor Location: 004S001W22K001S Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
B6
NNE
1/4 - 1/2 Mile
Higher
FED USGS USGS40000138324
GeoTracker Data: Not Reported
amp_date=&global_id=&assigned_name=USGS-334821116580201&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s Other Name: USGS-334821116580201 GAMA PFAS Testing: Not Reported Source: United States Geological Survey
Well ID: USGS-334821116580201 Well Type: UNK
B5
NNE
1/4 - 1/2 Mile
Higher
CA WELLS CAUSGSN00014576
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W22Q001S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W22Q001S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W22Q001S Well Type: UNK
4 North
1/8 - 1/4 Mile
Lower
CA WELLS CADWR0000031724
Units: pCi/L Date: 11/28/2001
Chemical: Tritium (Hydrogen 3) Results: .08
Units: atom ratio Date: 07/06/2001
Chemical: Helium-3/Helium-4 Results: .0000012681
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-20
City: San Jacinto State: CA
Hqname: EASTERN MUNICIPAL WATER DIST Address: P.O. Box 8300 System no: 3310009 System nam: Eastern Municipal Wd
Comment 7: Not Reported
Comment 5: Not Reported Comment 6: Not Reported
Comment 3: Not Reported Comment 4: Not Reported
Comment 1: Not Reported Comment 2: Not Reported
Precision: 2 Status: DS
Latitude: 334822.0 Longitude: 1165738.0
Source nam: WELL 0043 QUANDT - DESTROYED Station ty: WELL/AMBNT System no: 3310009 Water type: G
District: 14 User id: WAT
Frds no: 3310009007 County: 33
Seq: 4760 Prim sta c: 04S/01W-22Q01 S
C10
NE
1/2 - 1 Mile
Higher
CA WELLS 4760
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W26D001S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W26D001S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W26D001S Well Type: UNK
9 East
1/2 - 1 Mile
Higher
CA WELLS CADWR0000030748
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W27F001S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W27F001S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W27F001S Well Type: UNK
8 SW
1/4 - 1/2 Mile
Higher
CA WELLS CADWR0000026806
Well Depth: 442 Well Completion Rpt #: Not Reported
Well Use: Irrigation Well Type: Single Well
Well Name: EMWD13050 Basin Name: San Jacinto
State Well #: Not Reported Station ID: 48166
B7
NNE
1/4 - 1/2 Mile
Higher
CA WELLS CADWR9000005626
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-21
Sample date: 08-AUG-17 Finding: 11.2
Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 05-SEP-17 Finding: 43.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 05-SEP-17 Finding: 2.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 02-OCT-17 Finding: 41.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 07-NOV-17 Finding: 40.

Dlr: 0.1
Chemical: TURBIDITY, LABORATORY Report units: NTU
Sample date: 05-DEC-17 Finding: 0.2
Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 05-DEC-17 Finding: 40.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 02-JAN-18 Finding: 41.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 06-FEB-18 Finding: 36.

Area serve: HEMET-SAN JACINTO-SUN CITY
Pop serv: 253705 Connection: 84839
Zip: 92381 Zip ext: 1300
City: San Jacinto State: CA
Hqname: EASTERN MUNICIPAL WATER DIST Address: P.O. Box 8300 System no: 3310009 System nam: Eastern Municipal Wd
Comment 7: Not Reported
Comment 5: Not Reported Comment 6: Not Reported
Comment 3: Not Reported Comment 4: Not Reported
Comment 1: Not Reported Comment 2: Not Reported
Precision: 2 Status: AR
Latitude: 334822.0 Longitude: 1165738.0
Source nam: WELL 0044 NEW QUANDT Station ty: WELL/AMBNT/MUN/INTAKE System no: 3310009 Water type: G
District: 14 User id: WAT
Frds no: 3310009008 County: 33
Seq: 4761 Prim sta c: 04S/01W-22Q02 S
C11
NE
1/2 - 1 Mile
Higher
CA WELLS 4761
Area serve: HEMET-SAN JACINTO-SUN CITY
Pop serv: 253705 Connection: 84839
Zip: 92381 Zip ext: 1300
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-22
Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 08-AUG-17 Finding: 28.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 08-AUG-17 Finding: 2.4
Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 08-AUG-17 Finding: 36.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 08-AUG-17 Finding: 100.

Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 08-AUG-17 Finding: 160.

Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 08-AUG-17 Finding: 130.

Dlr: 0.

Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 08-AUG-17 Finding: 7.2
Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 08-AUG-17 Finding: 300.

Dlr: 0.

Chemical: RADIUM 228 COUNTING ERROR Report units: PCI/L Sample date: 08-AUG-17 Finding: 0.537
Dlr: 0.

Chemical: URANIUM COUNTING ERROR Report units: PCI/L
Sample date: 08-AUG-17 Finding: 0.698
Dlr: 0.

Chemical: GROSS ALPHA MDA95 Report units: PCI/L
Sample date: 08-AUG-17 Finding: 0.588
Dlr: 0.

Chemical: URANIUM MDA95 Report units: PCI/L
Sample date: 08-AUG-17 Finding: 0.47
Dlr: 0.

Chemical: RADIUM 226 MDA95 Report units: PCI/L
Sample date: 08-AUG-17 Finding: 0.363
Dlr: 0.

Chemical: RADIUM 228 MDA95 Report units: PCI/L
Sample date: 08-AUG-17 Finding: 0.506
Dlr: 0.

Chemical: GROSS BETA MDA95 Report units: PCI/L
Sample date: 08-AUG-17 Finding: 0.601
Dlr: 0.

Chemical: AGGRSSIVE INDEX (CORROSIVITY) Report units: Not Reported GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-23
Chemical: MANGANESE Report units: UG/L
Sample date: 01-NOV-16 Finding: 34.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 06-DEC-16 Finding: 40.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 03-JAN-17 Finding: 37.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 07-FEB-17 Finding: 57.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 07-MAR-17 Finding: 42.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 24-JUL-17 Finding: 54.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 01-AUG-17 Finding: 45.

Dlr: 0.

Chemical: RADIUM 226 COUNTING ERROR Report units: PCI/L Sample date: 08-AUG-17 Finding: 6.4e-002
Dlr: 0.

Chemical: GROSS BETA COUNTING ERROR Report units: PCI/L Sample date: 08-AUG-17 Finding: 0.638
Dlr: 0.

Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Sample date: 08-AUG-17 Finding: 0.638
Dlr: 0.1
Chemical: TURBIDITY, LABORATORY Report units: NTU
Sample date: 08-AUG-17 Finding: 0.2
Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 08-AUG-17 Finding: 150.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 08-AUG-17 Finding: 39.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 08-AUG-17 Finding: 0.22
Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 08-AUG-17 Finding: 9.6
Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 08-AUG-17 Finding: 10.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-24
Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 02-AUG-16 Finding: 450.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 02-AUG-16 Finding: 2.4
Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 02-AUG-16 Finding: 28.

Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 02-AUG-16 Finding: 10.

Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 02-AUG-16 Finding: 11.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 02-AUG-16 Finding: 0.24
Dlr: 0.

Chemical: SILICA Report units: MG/L
Sample date: 02-AUG-16 Finding: 22.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 02-AUG-16 Finding: 37.

Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 02-AUG-16 Finding: 150.

Dlr: 0.

Chemical: LANGELIER INDEX AT SOURCE TEMP. Report units: Not Reported Sample date: 02-AUG-16 Finding: 7.38e-003
Dlr: 0.1
Chemical: TURBIDITY, LABORATORY Report units: NTU
Sample date: 02-AUG-16 Finding: 0.3
Dlr: 0.

Chemical: AGGRSSIVE INDEX (CORROSIVITY) Report units: Not Reported Sample date: 02-AUG-16 Finding: 11.8
Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 02-AUG-16 Finding: 36.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 06-SEP-16 Finding: 38.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 04-OCT-16 Finding: 42.

Dlr: 20.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-25
Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 05-AUG-15 Finding: 7.8
Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 05-AUG-15 Finding: 320.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 01-SEP-15 Finding: 43.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 06-OCT-15 Finding: 52.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 07-NOV-15 Finding: 53.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 01-DEC-15 Finding: 40.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 05-JAN-16 Finding: 53.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 02-FEB-16 Finding: 58.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 01-MAR-16 Finding: 44.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 03-MAY-16 Finding: 41.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 07-JUN-16 Finding: 43.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 05-JUL-16 Finding: 39.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 02-AUG-16 Finding: 100.

Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 02-AUG-16 Finding: 150.

Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 02-AUG-16 Finding: 120.

Dlr: 0.

Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 02-AUG-16 Finding: 7.8
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-26
Dlr: 0.1
Chemical: TURBIDITY, LABORATORY Report units: NTU
Sample date: 05-AUG-15 Finding: 0.2
Dlr: 0.

Chemical: LANGELIER INDEX AT SOURCE TEMP. Report units: Not Reported Sample date: 05-AUG-15 Finding: 8.65e-002
Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 05-AUG-15 Finding: 200.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 05-AUG-15 Finding: 35.

Dlr: 0.

Chemical: SILICA Report units: MG/L
Sample date: 05-AUG-15 Finding: 21.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 05-AUG-15 Finding: 0.27
Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 05-AUG-15 Finding: 13.

Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 05-AUG-15 Finding: 10.

Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 05-AUG-15 Finding: 29.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 05-AUG-15 Finding: 2.3
Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 05-AUG-15 Finding: 35.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 05-AUG-15 Finding: 97.

Dlr: 0.3
Chemical: TOTAL ORGANIC CARBON (TOC) Report units: MG/L Sample date: 05-AUG-15 Finding: 0.71
Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 05-AUG-15 Finding: 170.

Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 05-AUG-15 Finding: 140.

Dlr: 0.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-27
Chemical: LANGELIER INDEX AT SOURCE TEMP. Report units: Not Reported Sample date: 05-AUG-14 Finding: 9.5e-002
Dlr: 0.1
Chemical: TURBIDITY, LABORATORY Report units: NTU
Sample date: 05-AUG-14 Finding: 0.4
Dlr: 0.

Chemical: AGGRSSIVE INDEX (CORROSIVITY) Report units: Not Reported Sample date: 05-AUG-14 Finding: 11.9
Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 05-AUG-14 Finding: 340.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 01-DEC-14 Finding: 43.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 05-JAN-15 Finding: 2.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 05-JAN-15 Finding: 40.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 03-FEB-15 Finding: 3.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 03-FEB-15 Finding: 41.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 03-MAR-15 Finding: 39.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 07-APR-15 Finding: 38.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 07-APR-15 Finding: 2.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 05-MAY-15 Finding: 33.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 02-JUN-15 Finding: 33.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 07-JUL-15 Finding: 40.

Dlr: 0.

Chemical: AGGRSSIVE INDEX (CORROSIVITY) Report units: Not Reported Sample date: 05-AUG-15 Finding: 11.9
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-28
Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 05-AUG-14 Finding: 140.

Dlr: 0.

Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 05-AUG-14 Finding: 7.8
Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 05-AUG-14 Finding: 3.

Report units: PCI/L Dlr: 0.

Chemical: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0
Sample date: 05-AUG-14 Finding: 0.418
Dlr: 0.

Chemical: RA-226 OR TOTAL RA BY 903.0 C.E. Report units: PCI/L Sample date: 05-AUG-14 Finding: 0.174
Dlr: 0.

Chemical: GROSS BETA MDA95 Report units: PCI/L
Sample date: 05-AUG-14 Finding: 0.866
Dlr: 0.

Chemical: RADIUM 228 MDA95 Report units: PCI/L
Sample date: 05-AUG-14 Finding: 0.253
Dlr: 0.

Chemical: URANIUM MDA95 Report units: PCI/L
Sample date: 05-AUG-14 Finding: 0.3
Dlr: 0.

Chemical: GROSS ALPHA MDA95 Report units: PCI/L
Sample date: 05-AUG-14 Finding: 0.566
Dlr: 0.

Chemical: URANIUM COUNTING ERROR Report units: PCI/L
Sample date: 05-AUG-14 Finding: 0.428
Dlr: 0.

Chemical: RADIUM 228 COUNTING ERROR Report units: PCI/L Sample date: 05-AUG-14 Finding: 0.475
Dlr: 0.

Chemical: GROSS BETA COUNTING ERROR Report units: PCI/L Sample date: 05-AUG-14 Finding: 0.836
Dlr: 0.

Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Sample date: 05-AUG-14 Finding: 0.915
Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 05-AUG-14 Finding: 57.

Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 05-AUG-14 Finding: 180.

Dlr: 0.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-29
Chemical: MANGANESE Report units: UG/L
Sample date: 05-NOV-13 Finding: 40.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 05-NOV-13 Finding: 2.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 28-APR-14 Finding: 61.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 12-MAY-14 Finding: 47.

Dlr: 100.

Chemical: IRON Report units: UG/L
Sample date: 03-JUN-14 Finding: 3780.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 03-JUN-14 Finding: 69.

Dlr: 0.

Chemical: SILICA Report units: MG/L
Sample date: 05-AUG-14 Finding: 21.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 05-AUG-14 Finding: 0.22
Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 05-AUG-14 Finding: 12.

Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 05-AUG-14 Finding: 10.

Dlr: 0.

Chemical: POTASSIUM Report units: MG/L
Sample date: 05-AUG-14 Finding: 2.5
Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 05-AUG-14 Finding: 25.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 05-AUG-14 Finding: 2.9
Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 05-AUG-14 Finding: 38.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 05-AUG-14 Finding: 110.

Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 05-AUG-14 Finding: 160.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-30
Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 06-AUG-13 Finding: 2.3
Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 06-AUG-13 Finding: 30.

Dlr: 0.

Chemical: POTASSIUM Report units: MG/L
Sample date: 06-AUG-13 Finding: 2.5
Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 06-AUG-13 Finding: 10.

Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 06-AUG-13 Finding: 10.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 06-AUG-13 Finding: 0.22
Dlr: 0.

Chemical: SILICA Report units: MG/L
Sample date: 06-AUG-13 Finding: 20.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 06-AUG-13 Finding: 37.

Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 06-AUG-13 Finding: 170.

Dlr: 0.1
Chemical: TURBIDITY, LABORATORY Report units: NTU
Sample date: 06-AUG-13 Finding: 0.2
Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 06-AUG-13 Finding: 160.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 03-SEP-13 Finding: 2.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 03-SEP-13 Finding: 38.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 01-OCT-13 Finding: 2.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 01-OCT-13 Finding: 37.

Dlr: 20.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-31
Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 05-FEB-13 Finding: 3.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 05-FEB-13 Finding: 38.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 05-MAR-13 Finding: 36.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 05-MAR-13 Finding: 3.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 02-APR-13 Finding: 34.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 07-MAY-13 Finding: 37.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 04-JUN-13 Finding: 40.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 04-JUN-13 Finding: 2.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 02-JUL-13 Finding: 39.

Dlr: 0.

Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 06-AUG-13 Finding: 8.1
Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 06-AUG-13 Finding: 310.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 06-AUG-13 Finding: 4.

Dlr: 0.

Chemical: COLOR Report units: UNITS
Sample date: 06-AUG-13 Finding: 5.

Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 06-AUG-13 Finding: 190.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 06-AUG-13 Finding: 99.

Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 06-AUG-13 Finding: 36.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-32
Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 03-JAN-12 Finding: 41.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 07-FEB-12 Finding: 3.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 07-FEB-12 Finding: 40.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 06-MAR-12 Finding: 6.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 06-MAR-12 Finding: 37.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 17-JUL-12 Finding: 56.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 07-AUG-12 Finding: 40.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 04-SEP-12 Finding: 36.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 02-OCT-12 Finding: 38.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 06-NOV-12 Finding: 2.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 06-NOV-12 Finding: 38.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 04-DEC-12 Finding: 51.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 04-DEC-12 Finding: 3.

Dlr: 1.

Chemical: ODOR THRESHOLD @ 60 C Report units: TON
Sample date: 08-JAN-13 Finding: 3.

Dlr: 20.

Chemical: MANGANESE Report units: UG/L
Sample date: 08-JAN-13 Finding: 43.

Dlr: 1.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-33
Well Hole Depth Units: ft
Well Depth Units: ft Well Hole Depth: 296
Construction Date: Not Reported Well Depth: 296
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: California Coastal Basin aquifers
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18070202
Monitor Location: 004S001W23P004S Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
15 East
1/2 - 1 Mile
Higher
FED USGS USGS40000138301
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W23M001S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W23M001S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W23M001S Well Type: UNK
14 NE
1/2 - 1 Mile
Higher
CA WELLS CADWR0000037379
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=3310009-007&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ GAMA PFAS Testing: Not Reported
Other Name: WELL 43 - QUANDT - DESTROYED
Source: Department of Health Services
Well ID: 3310009-007 Well Type: MUNICIPAL
C13
NE
1/2 - 1 Mile
Higher
CA WELLS CADDW0000001885
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=3310009-008&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ Other Name: WELL 29 - NEW QUANDT GAMA PFAS Testing: Not Reported Source: Department of Health Services
Well ID: 3310009-008 Well Type: MUNICIPAL
C12
NE
1/2 - 1 Mile
Higher
CA WELLS CADDW0000010835
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-34
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: California Coastal Basin aquifers
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18070202
Monitor Location: 004S001W23P011S Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
E19
ENE
1/2 - 1 Mile
Higher
FED USGS USGS40000138309
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W26C003S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W26C003S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W26C003S Well Type: UNK
18 East
1/2 - 1 Mile
Higher
CA WELLS CADWR0000021808
Well Hole Depth Units: Not Reported
Well Depth Units: ft Well Hole Depth: Not Reported
Construction Date: Not Reported Well Depth: 100
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: California Coastal Basin aquifers
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18070202
Monitor Location: 004S001W21R001S Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
D17
West
1/2 - 1 Mile
Lower
FED USGS USGS40000138298
GeoTracker Data: Not Reported
amp_date=&global_id=&assigned_name=USGS-334807116585101&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s Other Name: USGS-334807116585101 GAMA PFAS Testing: Not Reported Source: United States Geological Survey
Well ID: USGS-334807116585101 Well Type: UNK
D16
West
1/2 - 1 Mile
Lower
CA WELLS CAUSGSN00005251
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-35
Construction Date: Not Reported Well Depth: 201
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: California Coastal Basin aquifers
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18070202
Monitor Location: 004S001W23P003S Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
E23
ENE
1/2 - 1 Mile
Higher
FED USGS USGS40000138321
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W23P011S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W23P011S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W23P011S Well Type: UNK
E22
ENE
1/2 - 1 Mile
Higher
CA WELLS CADWR0000033016
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W23P001S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W23P001S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W23P001S Well Type: UNK
E21
ENE
1/2 - 1 Mile
Higher
CA WELLS CADWR0000022618
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W26M001S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W26M001S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W26M001S Well Type: UNK
20 SE
1/2 - 1 Mile
Higher
CA WELLS CADWR0000026200
Well Hole Depth Units: ft
Well Depth Units: ft Well Hole Depth: 515
Construction Date: Not Reported Well Depth: 515
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-36
Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18070202
Monitor Location: 004S001W23P001S Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
27 ENE
1/2 - 1 Mile
Higher
FED USGS USGS40000138320
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W21R001S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W21R001S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W21R001S Well Type: UNK
26 WNW
1/2 - 1 Mile
Lower
CA WELLS CADWR0000024923
GeoTracker Data: Not Reported
amp_date=&global_id=&assigned_name=USGS-334753116585501&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s Other Name: USGS-334753116585501 GAMA PFAS Testing: Not Reported Source: United States Geological Survey
Well ID: USGS-334753116585501 Well Type: UNK
F25
WSW
1/2 - 1 Mile
Lower
CA WELLS CAUSGSN00012193
Well Hole Depth Units: Not Reported
Well Depth Units: ft Well Hole Depth: Not Reported
Construction Date: Not Reported Well Depth: 47
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: California Coastal Basin aquifers
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18070202
Monitor Location: 004S001W28H001S Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
F24
WSW
1/2 - 1 Mile
Lower
FED USGS USGS40000138263
Well Hole Depth Units: ft
Well Depth Units: ft Well Hole Depth: 201
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-37
Well Hole Depth Units: Not Reported
Well Depth Units: Not Reported Well Hole Depth: Not Reported Construction Date: Not Reported Well Depth: Not Reported Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: California Coastal Basin aquifers
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18070202
Monitor Location: 004S001W23Q003S Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
30 East
1/2 - 1 Mile
Higher
FED USGS USGS40000138300
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W27P001S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W27P001S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W27P001S Well Type: UNK
G29
SSW
1/2 - 1 Mile
Higher
CA WELLS CADWR0000028319
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W27P004S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W27P004S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W27P004S Well Type: UNK
G28
SSW
1/2 - 1 Mile
Higher
CA WELLS CADWR0000027351
Well Hole Depth Units: ft
Well Depth Units: ft Well Hole Depth: 458
Construction Date: Not Reported Well Depth: 458
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: California Coastal Basin aquifers
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-38
Well Depth: 0 Well Completion Rpt #: Not Reported
Well Use: Unknown Well Type: Unknown
Well Name: Not Reported Basin Name: San Jacinto
State Well #: 04S01W27P005S Station ID: 39318
H33
SSW
1/2 - 1 Mile
Higher
CA WELLS CADWR9000005531
Note: Not Reported
Feet below surface: 170.30 Feet to sea level: Not Reported Ground water levels,Number of Measurements: 1 Level reading date: 1991-03-07 Well Hole Depth Units: Not Reported
Well Depth Units: Not Reported Well Hole Depth: Not Reported Construction Date: 1945 Well Depth: Not Reported
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: California Coastal Basin aquifers
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18070202
Monitor Location: 004S001W27P005S Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
H32
SSW
1/2 - 1 Mile
Higher
FED USGS USGS40000138177
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=04S01W22B001S&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 04S01W22B001S GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 04S01W22B001S Well Type: UNK
31 North
1/2 - 1 Mile
Lower
CA WELLS CADWR0000011772
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6955806.2s Page A-39
Basement 1.700 pCi/L 100% 0% 0%
Living Area - 2nd Floor 0.450 pCi/L 100% 0% 0%
Living Area - 1st Floor 0.117 pCi/L 100% 0% 0%
Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Number of sites tested: 12
Federal Area Radon Information for RIVERSIDE COUNTY, CA : Zone 3 indoor average level < 2 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.

Note: Zone 1 indoor average level > 4 pCi/L.

Federal EPA Radon Zone for RIVERSIDE County: 2
92583 12 0
______ ________ ________
Zipcode Num Tests > 4 pCi/L
Radon Test Results
State Database: CA Radon

AREA RADON INFORMATION

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
®

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
AQUIFLOW Information System R
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.

TC6955806.2s Page PSGR-1

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.

OTHER STATE DATABASE INFORMATION
Groundwater Ambient Monitoring & Assessment Program
State Water Resources Control Board
Telephone: 916-341-5577
The GAMA Program is Californias comprehensive groundwater quality monitoring program. GAMA collects data by testing the untreated, raw water in different types of wells for naturally-occurring and man-made chemicals. The GAMA data includes Domestic, Monitoring and Municipal well types from the following sources, Department of Water Resources, Department of Heath Services, EDF, Agricultural Lands, Lawrence Livermore National Laboratory, Department of Pesticide Regulation, United States Geological Survey, Groundwater Ambient Monitoring and Assessment Program and Local Groundwater Projects.

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.

California Oil and Gas Well Locations
Source: Dept of Conservation, Geologic Energy Management Division 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
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PHYSICAL SETTING SOURCE RECORDS SEARCHED
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.

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.

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PHYSICAL SETTING SOURCE RECORDS SEARCHED

APPENDIX
H

REGISTRATION
California Registered Environmental Assessor

CERTIFICATION
OSHA 40-Hour Hazardous Waste Operations and Emergency Response Training (29 CFR 110.120) (HAZWOPER) and 8-Hour Refresher Courses Certified Hazardous Materials Manager
Certified Hazardous Waste Operator and Emergency Response Worker EPA/AHERA Accredited Asbestos Project Manager
EPA/AHERA Accredited Asbestos Building Inspector

EDUCATION
Certificate of Hazardous Materials Management, University of California, Riverside, CA Bachelor of Science in Environmental Science (in progress), California State University, San Bernardino, California

EXPERIENCE
2007 to Present – Environmental Project Manager, Salem Engineering Group, Inc., Rancho Cucamonga, California
2002 to 2007 – Environmental Project Manager, Krazan & Associates, Inc., Ontario, California

PROFESSIONAL BACKGROUND
Environmental Engineering: Responsible for managing and conducting Phase I Environmental Site Assessments of commercial and multi-tenant properties located throughout the United States; responsible for conducting numerous asbestos and lead-based paint surveys of commercial and multi-tenant residential buildings located throughout California; Management of Phase II Environmental Site Assessment projects located in Southern California.

Specializes in managing and conducting large portfolios of Phase I Environmental Site Assessments located throughout the United States. Her expertise extends to assisting large commercial lending institutions and industrial clients with a wide range of regulatory issues regarding hazardous material storage and handling.

PROFESSIONAL ORGANIZATIONS
American Society of Civil Engineers (ASCE)
Environmental Project Manager
MARIA G. RUVALCABA

REGISTRATION
Registered Geotechnical Engineer – California
Registered Civil Engineer - California
Registered Grading Inspector – Los Angeles

CERTIFICATION
OSHA 40-Hour Hazardous Waste Operations and Emergency Response Training (29 CFR 110.120) (HAZWOPER)
Certified Hazardous Materials Manager

EDUCATION
Masters of Science in Geotechnical Engineering, Utah State University, Logan, Utah Bachelor of Science in Civil Engineering, Chung-Yuan University, Chung-Li, Taiwan

EXPERIENCE
2007 to Present – Senior Geotechnical Engineer, Salem Engineering Group, Inc., Rancho Cucamonga, California
2003 to 2007 – Senior Engineer, Krazan & Associates, Inc., Ontario, California 1994 to 2003 – Senior Engineer/Vice President, Morhol, Inc., Anaheim, California 1988 to 1994 – Project Engineer, Leighton & Associates, Inc., Irvine, California

PROFESSIONAL BACKGROUND
Geotechnical Investigations: Responsible for staff supervision, client relations, technical review, budget preparations, and profit/loss statements. Provided project management for geotechnical engineering projects for industrial plants, school and hospital sites, wastewater treatment plants, bridges and culverts, sewer lines, stadiums, embankments, service stations, commercial developments, industrial facilities, and landfills. Experienced in a broad range of geotechnical engineering applications such as shallow and deep foundation investigation, slope stability, pavement design, liquefaction potential, ground improvement, soil suitability and availability assessment, soil-cement treatment, soil-lime stabilization, erosion control, landfill construction, septic system design, as well as field and laboratory soil testing.

Construction Testing & Inspection Services: Responsible for overseeing Special Inspectors, testing laboratory personnel and procedures, client relations, technical review of reports, and insure conscientious cost management. Oversee the testing of concrete, post-tension cables, soil, welding, and construction materials to insure conformance to current building standards and codes. Report the results of materials tested to the appropriate agencies and companies.

Environmental Engineering: Provide detailed Phase I investigative site reports. Conduct environmental audits and provide recommendations for corrective measures. Extensive experience in lithologic logging and sampling in consolidated and unconsolidated material for environmental exploration. Provide recommendations for the management of underground storage tanks and hazardous waste.

PROFESSIONAL ORGANIZATIONS
American Society of Civil Engineers (ASCE)
Senior Geotechnical Engineer

CLARENCE JIANG
MAT Engineering, Inc. ￭17192 Murphy Avenue #14902, Irvine, CA 92623 ￭ 949.344.1828 ￭ www.matengineeing.com Transportation Planning ￭ Traffic & VMT Studies ￭ Parking Studies ￭ Traffic Engineering ￭Traffic Signal Design/Modification ￭ Signing & Striping Plans ￭ Traffic Control Plans Noise, Air Quality & Greenhouse Gas Studies

SOUTHEAST CORNER OF RAMONA

EXPRESSWAY AND STATE STREET

COMMERCIAL PROJECT

NOISE IMPACT ANALYSIS
City of San Jacinto
Prepared for

RICH DEVELOPMENT LLC
600 NORTH TUSTIN AVENUE, #150
SANTA ANA, CA 92705
Prepared by
MAT ENGINEERING INC.
17192 MURPHY AVENUE, IRVINE, CALIFORNIA 92623
CONTACT: ALEX TABRIZI, PE, TE ￭ 949.344.1828 ￭ [email protected] Alex Tabrizi, PE, TE
December 1, 2023
Project & Doc No. 0043-2023-01.03
MAT Engineering, Inc. ￭17192 Murphy Avenue #14902, Irvine, CA 92623 ￭ 949.344.1828 ￭ www.matengineeing.com

TABLE OF CONTENTS
Section Page

1.0 INTRODUCTION & PROJECT DESCRIPTION......................................................................1

1.1 Purpose of Report & Study Objectives ...................................................................................1

1.2 Site Location & Project Description.........................................................................................1

1.3 Sensitive Receptors ................................................................................................................1

2.0 FUNDAMENTAL OF NOISE...................................................................................................3

2.1 Noise.......................................................................................................................................3

2.1.1 Noise Description.................................................................................................................3

2.1.2 Tone Noise...........................................................................................................................4

2.1.3 Noise Propagation ...............................................................................................................4

2.1.4 Ground Absorption...............................................................................................................4

2.1.5 Traffic Noise Prediction........................................................................................................5

2.2 Vibration Fundamentals ..........................................................................................................5

2.2.1 Vibration Description............................................................................................................5

2.2.2 Vibration Perception.............................................................................................................6

2.2.3 Vibration Propagation ..........................................................................................................6

2.2.4 Construction Related Vibration Level Prediction..................................................................6

3.0 REGULATORY SETTING.......................................................................................................8

3.1 Federal Regulations................................................................................................................8

3.2 State Regulations....................................................................................................................9

3.3 Local Regulations ...................................................................................................................9

3.3.1 City of San Jacinto Noise Regulations.................................................................................9 City of San Jacinto Municipal Code Noise Ordinance ................................................................10

4.0 EXISTING NOISE CONDITIONS .........................................................................................11

4.1 Measurement Procedure & Criteria ......................................................................................11

4.2 Measurement Equipment......................................................................................................11

4.3 Measurement Locations........................................................................................................11

4.4 Noise Measurement and Results..........................................................................................11

5.0 NOISE AND VIBRATION ANALYSES..................................................................................13

5.1 Impact Analyses....................................................................................................................13

5.1.1 Construction Noise.............................................................................................................14

5.2 Operational Noise .................................................................................................................15

5.2.1 Stationary Noise Source ....................................................................................................15 Mechanical Equipment Noise .....................................................................................................15 Parking Lot Noise........................................................................................................................16 MAT Engineering, Inc. ￭17192 Murphy Avenue #14902, Irvine, CA 92623 ￭ 949.344.1828 ￭ www.matengineeing.com

5.2.2 Project Generated Traffic Noise Levels .............................................................................16

5.3 Groundborne Vibration..........................................................................................................17

5.3.1 Construction Vibration........................................................................................................17 APPENDIX A: NOISE MEASUREMENT DATA
MAT Engineering, Inc. ￭17192 Murphy Avenue #14902, Irvine, CA 92623 ￭ 949.344.1828 ￭ www.matengineeing.com

LIST OF TABLES
Table Page
Table 1 Vibration Source Levels for Construction Equipment ....................................................7 Table 2 Measured Noise Levels ...............................................................................................12 Table 3 Maximum Construction Noise Levels...........................................................................14 Table 4 Project Typical Construction Equipment Vibration Levels ...........................................18

LIST OF EXHIBITS
Exhibit Follows Page
Exhibit A Proposed Project Site Location .............................................................................1 Exhibit B Proposed Site Plan................................................................................................1 Exhibit C Noise Measurement Locations............................................................................12 MAT Engineering, Inc. ￭17192 Murphy Avenue #14902, Irvine, CA 92623 ￭ 949.344.1828 ￭ www.matengineeing.com

GLOSSARY
ADT Average Daily Traffic
ANSI American National Standards Institute
Caltrans California Department of Transportation
CEQA California Environmental Quality Act
CNEL Community Noise Equivalent Level
dB decibel
dBA A-weighted decibel
dBA/DD A-weighted decibel per each doubling of distance DOT Department of Transportation
FAA Federal Aviation Administration
FHWA Federal Highway Administration
FICON Federal Interagency Committee on Noise
FTA Federal Transit Administration
Hz Hertz
Ldn Day-Night Average Sound Level
Leq Equivalent Sound Level
LV Vibration Level
ONAC Federal Office of Noise Abatement Control
ONC California Department of Health Services Office of Noise Control OSHA Occupational Safety and Health Administration
PPV peak particle velocity
RMS root mean square
SEL Single Event Level
sq ft square feet
UMTA Urban Mass Transit Administration
VdB LV at 1 microinch per second
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1.0 INTRODUCTION & PROJECT DESCRIPTION

1.1 Purpose of Report & Study Objectives
This Noise Impact Study has been prepared to determine the offsite and onsite noise impacts associated with the proposed Southeast corner of Ramona Expressway and State Street Commercial Project (project). The following is provided in this report:
• A description of the study area and the proposed project. • Information regarding the fundamentals of noise.
• Information regarding the fundamentals of vibration.
• A description of the local noise guidelines and standards. • An evaluation of the current noise environment.
• An analysis of the potential short-term construction-related noise and vibration impacts from the proposed project.
• An analysis of long-term operations-related noise impacts from the proposed project.

1.2 Site Location & Project Description
The project site is located on the Southeast corner of Ramona Expressway and State Street, in the City of San Jacinto and is currently vacant. The project site is surrounded by existing residential uses to the north, east and southeast and commercial uses to the north and west.

The proposed project consists of construction and operation of approximately 94,490 square feet of retail commercial use, approximately 257,130 square feet of Gasoline Service Station with Convenience Store and approximately 3,589 square feet of automated car wash. The project construction activities are expected to begin in May 2024 and would occur over a period of eight months. The project will be operational in the year 2025.

Exhibit A shows the project site location. Exhibit B shows the proposed site plan.

1.3 Sensitive Receptors
Noise-sensitive land uses are generally considered to include those uses where noise exposure could result in health-related risks to individuals, as well as places where quiet is an essential Exhibit A
Location
Not to Scale
Southeast Corner of Ramona Expressway & State Street Commercial Project, City of San Jacinto California / 0043-2023-01 DEC/2023 Legend:

Site Location
Exhibit B
Site Plan
Not to Scale
Southeast Corner of Ramona Expressway & State Street Commercial Project, City of San Jacinto California / 0043-2023-01 DEC/2023 MAT Engineering, Inc. ￭17192 Murphy Avenue #14902, Irvine, CA 92623 ￭ 949.344.1828 ￭ www.matengineeing.com

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element of their intended purpose. Residential dwellings are of primary concern because of the potential for increased and prolonged exposure of individuals to both interior and exterior noise levels.

Several sensitive land uses are located surrounding the project site. The closest existing sensitive receptors to the project site are the single-family residential uses located immediately to the southeast of the project site. Single-family residential uses are also located at approximately 55 feet to the east and approximately 125 feet to the north of the project site.

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2.0 FUNDAMENTAL OF NOISE

2.1 Noise
Noise is defined as unwanted sound. Sound becomes unwanted when it interferes with normal activities, when it causes actual physical harm or when it has adverse effects on health. Sound is produced by the vibration of sound pressure waves in the air. Sound pressure levels are used to measure the intensity of sound and are described in terms of decibels. The decibel (dB) is a logarithmic unit, which expresses the ratio of the sound pressure level being measured to a standard reference level. A-weighted decibels (dBA) approximate the subjective response of the human ear to a broad frequency noise source by discriminating against very low and very high frequencies of the audible spectrum. They are adjusted to reflect only those frequencies that are audible to the human ear.

2.1.1 Noise Description
Noise equivalent sound levels are not measured directly but are calculated from sound pressure levels typically measured in dBA. The equivalent sound level (Leq) represents a steady state sound level containing the same total energy as a time varying signal over a given sample period. The peak traffic hour Leq is the noise metric used by California Department of Transportation (Caltrans) for all traffic noise impact analyses.

The Day-Night Average Sound Level (Ldn) is the weighted average of the intensity of a sound, with corrections for time of day, and averaged over 24 hours. The time-of-day corrections require the addition of ten decibels to sound levels at night between 10 p.m. and 7 a.m. While the Community Noise Equivalent Level (CNEL) is like the Ldn, except that it has another addition of 4.77 dB to sound levels during the evening hours between 7 p.m. and 10 p.m. These additions are made to the sound levels at these times because during the evening and nighttime hours, when compared to daytime hours, there is a decrease in the ambient noise levels, which creates an increased sensitivity to sounds. For this reason, the sound is perceived to be louder in the evening and nighttime hours and is weighted accordingly. Many cities rely on the CNEL noise standard to assess transportation- related impacts on noise sensitive land uses.

Another noise descriptor that is used primarily for the assessment of aircraft noise impacts is the Sound Exposure Level, which is also called the Single Event Level (SEL). The SEL descriptor represents the acoustic energy of a single event (i.e., an aircraft overflight) normalized to onesecond event duration. This is useful for comparing the acoustical energy of different events involving different durations of the noise sources. The SEL is based on an integration of the noise during the period when the noise first rises within 10 dBA of its maximum value and last falls below 10 dBA of its maximum value. The SEL is often 10 dBA greater, or more, than the LMAX since the SEL logarithmetically adds the Leq for each second of the duration of the noise.

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2.1.2 Tone Noise
A pure tone noise is a noise produced at a single frequency and laboratory tests have shown the humans are more perceptible to changes in noise levels of a pure tone (Caltrans 1998). For a noise source to contain a “pure tone,” there must be a significantly higher A-weighted sound energy in a given frequency band than in the neighboring bands, thereby causing the noise source to “stand out” against other noise sources. A pure tone occurs if the sound pressure level in the one-third octave band with the tone exceeds the average of the sound pressure levels of the two contagious one-third octave bands by: 5 dB for center frequencies of 500 Hertz (Hz) and above; by 8 dB for center frequencies between 160 and 400 Hz; and by 15 dB for center frequencies of 125 Hz or less (Department of Health Services 1977).

2.1.3 Noise Propagation
From the noise source to the receiver, noise changes both in level and frequency spectrum. The most obvious is the decrease in noise as the distance from the source increases. The manner in which noise reduces with distance depends on whether the source is a point or line source as well as ground absorption, atmospheric effects and refraction, and shielding by natural and manmade features.

Sound from point sources, such as air conditioning condensers, radiate uniformly outward as it travels away from the source in a spherical pattern. The noise drop-off rate associated with this geometric spreading is 6 dBA per each doubling of the distance (dBA/DD). Transportation noise sources such as roadways are typically analyzed as line sources, since at any given moment the receiver may be impacted by noise from multiple vehicles at various locations along the roadway. Because of the geometry of a line source, the noise drop-off rate associated with the geometric spreading of a line source is 3 dBA/DD.

2.1.4 Ground Absorption
The sound drop-off rate is highly dependent on the conditions of the land between the noise source and receiver. To account for this ground-effect attenuation (absorption), two types of site conditions are commonly used in traffic noise models: soft-site and hard-site conditions. Softsite conditions account for the sound propagation loss over natural surfaces such as normal earth and ground vegetation. For point sources, a drop-off rate of 7.5 dBA/DD is typically observed over soft ground with landscaping, as compared with a 6.0 dBA/DD drop-off rate over hard ground such as asphalt, concrete, stone and very hard packed earth. For line sources a

4.5 dBA/DD is typically observed for soft-site conditions compared to the 3.0 dBA/DD drop-off rate for hard-site conditions. To be conservative, hard-site conditions were used in this analysis.

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2.1.5 Traffic Noise Prediction
The level of traffic noise depends on the three primary factors: (1) the volume of the traffic, (2) the speed of the traffic, and (3) the number of trucks in the flow of traffic. Generally, the loudness of traffic noise is increased by heavier traffic volumes, higher speeds, and greater number of trucks.

Vehicle noise is a combination of the noise produced by the engine, exhaust, and tires. Because of the logarithmic nature of traffic noise levels, a doubling of the traffic volume (assuming that the speed and truck mix do not change) results in a noise level increase of 3 dBA. Based on the FHWA community noise assessment criteria, this change is “barely perceptible,” for reference a doubling of perceived noise levels would require an increase of approximately 10 dBA.

However, the 1992 findings of Federal Interagency Committee on Noise (FICON), which assessed changes in ambient noise levels resulting from aircraft operations, found that noise increases as low as 1.5 dB can cause annoyance, when the existing noise levels are already greater than 65 dB. The truck mix on a given roadway also has an effect on community noise levels. As the number of heavy trucks increases and becomes a larger percentage of the vehicle mix, adjacent noise levels increase.

2.2 Vibration Fundamentals
Groundborne vibrations consist of rapidly fluctuating motions within the ground that have an average motion of zero. The effects of groundborne vibrations typically only cause a nuisance to people, but at extreme vibration levels, damage to buildings may occur. Although groundborne vibration can be felt outdoors, it is typically only an annoyance to people indoors where the associated effects of the shaking of a building can be notable. Groundborne noise is an effect of groundborne vibration and only exists indoors, since it is produced from noise radiated from the motion of the walls and floors of a room and may also consist of the rattling of windows or dishes on shelves.

2.2.1 Vibration Description
Several different methods are used to quantify vibration amplitude such as the maximum instantaneous peak in the vibrations velocity, which is known as the peak particle velocity (PPV) or the root mean square (RMS) amplitude of the vibration velocity. Because of the typically small amplitudes of vibrations, vibration velocity is often expressed in decibels and is denoted as LV and is based on the RMS velocity amplitude. A commonly used abbreviation is VdB, which in this text, is when vibration level (LV) is based on the reference quantity of 1 microinch per second.

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2.2.2 Vibration Perception
Typically, developed areas are continuously affected by vibration velocities of 50 VdB or lower.

These continuous vibrations are not noticeable to humans whose threshold of perception is around 65 VdB. Offsite sources that may produce perceptible vibrations are usually caused by construction equipment, steel-wheeled trains, and traffic on rough roads, while smooth roads rarely produce perceptible groundborne noise or vibration.

2.2.3 Vibration Propagation
The propagation of groundborne vibration is not as simple to model as airborne noise. This is because noise in the air travels through a relatively uniform median, while groundborne vibrations travel through the earth, which may contain significant geological differences. There are three main types of vibration propagation: surface, compression, and shear waves. Surface waves, or Rayleigh waves, travel along the ground’s surface. These waves carry most of their energy along an expanding circular wave front, similar to ripples produced by throwing a rock into a pool of water. P-waves, or compression waves, are body waves that carry their energy along an expanding spherical wave front. The particle motion in these waves is longitudinal (i.e., in a “push-pull” fashion). P-waves are analogous to airborne sound waves. S-waves, or shear waves, are also body waves that carry energy along an expanding spherical wave front.

However, unlike P-waves, the particle motion is transverse, or side-to-side and perpendicular to the direction of propagation.

As vibration waves propagate from a source, the vibration energy decreases in a logarithmic nature and the vibration levels typically decrease by 6 VdB per doubling of the distance from the vibration source. As stated above, this drop-off rate can vary greatly depending on the soil but has been shown to be effective enough for screening purposes, in order to identify potential vibration impacts that may need to be studied through actual field tests.

2.2.4 Construction Related Vibration Level Prediction
Construction activity can result in varying degrees of ground vibration, depending on the equipment used on the site. Operation of construction equipment causes ground vibrations that spread through the ground and diminish in strength with distance. Buildings in the vicinity of the construction site respond to these vibrations with varying results ranging from no perceptible effects at the low levels to slight damage at the highest levels. Table 1 gives approximate vibration levels for particular construction activities. The data in Table 1 provides a reasonable estimate for a wide range of soil conditions.

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Table 1
Vibration Source Levels for Construction Equipment
Equipment
Peak Particle Velocity
(inches/second) at 25
feet
Approximate Vibration
Level (LV) at 25 feet
Pile driver (impact) 1.518 (upper range) 112

0.644 (typical) 104
Pile driver (sonic) 0.734 upper range 105

0.170 typical 93
Clam shovel drop (slurry wall) 0.202 94
Hydromill 0.008 in soil 66
(slurry wall) 0.017 in rock 75
Vibratory Roller 0.210 94
Hoe Ram 0.089 87
Large bulldozer 0.089 87
Caisson drill 0.089 87
Loaded trucks 0.076 86
Jackhammer 0.035 79
Small bulldozer 0.003 58
Source: Transit Noise and Vibration Impact Assessment, Federal Transit Administration, September 2018.

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3.0 REGULATORY SETTING

The proposed project is located in the City of San Jacinto and noise regulations are addressed through the efforts of various federal, State, and local government agencies. The agencies responsible for regulating noise are discussed below.

3.1 Federal Regulations
The adverse impact of noise was officially recognized by the federal government in the Noise Control Act of 1972, which serves three purposes:
• Promulgating noise emission standards for interstate commerce. • Assisting state and local abatement efforts.
• Promoting noise education and research.

The Federal Office of Noise Abatement and Control (ONAC) was initially tasked with implementing the Noise Control Act. However, the ONAC has since been eliminated, leaving the development of federal noise policies and programs to other federal agencies and interagency committees. For example, the Occupational Safety and Health Administration (OSHA) agency limits noise exposure of workers to 90 dB Leq or less for 8 continuous hours or 105 dB Leq or less for 1 continuous hour.

The Department of Transportation (DOT) assumed a significant role in noise control through its various operating agencies. The Federal Aviation Administration (FAA) regulates noise of aircraft and airports. Surface transportation system noise is regulated by a host of agencies, including the Federal Transit Administration (FTA). Transit noise is regulated by the federal Urban Mass Transit Administration (UMTA), while freeways that are part of the interstate highway system are regulated by the Federal Highway Administration (FHWA). Finally, the federal government actively advocates that local jurisdiction use their land use regulatory authority to arrange new development in such a way that “noise sensitive” uses are either prohibited from being sited adjacent to a highway or, alternately that the developments are planned and constructed in such a manner that potential noise impacts are minimized.

Since the federal government has preempted the setting of standards for noise levels that can be emitted by the transportation sources, the City is restricted to regulating the noise generated by the transportation system through nuisance abatement ordinances and land use planning.

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3.2 State Regulations
Though not adopted by law, the State of California General Plan Guidelines 2017, published by the California Governor’s Office of Planning and Research (OPR) (OPR Guidelines), provides guidance for the compatibility of projects within areas of specific noise exposure. The OPR Guidelines identify the suitability of various types of construction relative to a range of outdoor noise levels and provide each local community some flexibility in setting local noise standards that allow for the variability in community preferences. Findings presented in the Levels of Environmental Noise Document (EPA 1974) influenced the recommendations of the OPR Guidelines, most importantly in the choice of noise exposure metrics (i.e., Ldn or CNEL) and in the upper limits for the normally acceptable outdoor exposure of noise-sensitive uses.

The OPR Guidelines include a Noise and Land Use Compatibility Matrix which identifies acceptable and unacceptable community noise exposure limits for various land use categories.

Where the “normally acceptable” range is used, any special acoustical is defined as the highest noise level that should be considered for the construction of the buildings which do not incorporate treatment or noise mitigation. The “conditionally acceptable” or “normally unacceptable” ranges include conditions calling for detailed acoustical study prior to the construction or operation of the proposed project. The City of Indio has adopted their own version of the State Land Use Compatibility Guidelines for land use planning and to assess potential transportation noise impacts to proposed land uses (see Table 2). Title 24, Chapter 1, Article 4 of the California Administrative Code (California Noise Insulation Standards) requires noise insulation in new hotels, motels, apartment houses, and dwellings (other than singlefamily detached housing) that provides an annual average noise level of no more than 45 dBA CNEL. When such structures are located within a 60-dBA CNEL (or greater) noise contour, an acoustical analysis is required to ensure that interior levels do not exceed the 45-dBA CNEL annual threshold. In addition, Title 21, Chapter 6, Article 1 of the California Administrative Code requires that all habitable rooms, hospitals, convalescent homes, and places of worship shall have an interior CNEL of 45 dB or less due to aircraft noise.

Government Code Section 65302 mandates that the legislative body of each county and city in California adopt a noise element as part of its comprehensive general plan. The local noise element must recognize the land use compatibility guidelines published by the State Department of Health Services. The guidelines rank noise land use compatibility in terms of normally acceptable, conditionally acceptable, normally unacceptable and clearly unacceptable.

3.3 Local Regulations

3.3.1 City of San Jacinto Noise Regulations
The City of San Jacinto outlines their noise regulations and standards within the General Plan 2040 Noise Element and the Municipal Code, Chapter 8.40, Noise Control. The Municipal Code MAT Engineering, Inc. ￭17192 Murphy Avenue #14902, Irvine, CA 92623 ￭ 949.344.1828 ￭ www.matengineeing.com

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establishes the residential noise standards for code enforcement purposes during construction and operation.

City of San Jacinto Municipal Code Noise Ordinance
Section 8.040.090 (A) of the City of San Jacinto Municipal Code allows construction activities between the hours of 7:00 a.m. and 7:00 p.m. Monday through Saturday. No construction is allowed on Sunday or federal holidays. Construction occurring consistent with these provisions is exempt from noise regulations.

Section 8.040.040 (A) of the San Jacinto Municipal Code states the maximum exterior noise level for single‐family residences is 65 dBA Leq from 7:00 a.m. and 10:00 p.m. and 45 dBA Leq from 10:00 p.m. to 7:00 a.m. Section 8.040.050 (A) states the maximum interior noise level for single family residences is 45 dBA Leq from 7:00 a.m. and 10:00 p.m. and 40 dBA Leq from 10:00 p.m. to 7:00 a.m.

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4.0 EXISTING NOISE CONDITIONS

To determine the existing noise level environment, long-term noise measurements were taken in the project study area at three locations in the project vicinity and surrounding receptors. The following describes the measurement procedures, measurement locations, and the noise measurement results.

4.1 Measurement Procedure & Criteria
To ascertain the existing noise at the project site, field monitoring was conducted on November 15, 2023. The field survey noted that noise within the proposed project area is generally characterized by traffic noise propagating from Ramona Expressway, Eagle Road and State Street.

4.2 Measurement Equipment
Noise monitoring was performed using a Piccolo Type-2 sound level meter. The sound level meter was programmed in “slow” mode to record the sound pressure level at one second intervals for in A-weighted form.

The sound level meters and microphones were mounted approximately five feet above the ground and equipped with a windscreen during all measurements. The sound level meter was calibrated before monitoring. The noise level measurement equipment meets American National Standards Institute (ANSI) specifications for sound level meters.

4.3 Measurement Locations
The noise monitoring locations were selected in order to obtain noise measurements of the current noise sources impacting the vicinity of the project site and the surroundings to provide a baseline for the existing noise levels. The noise measurement locations are shown in Exhibit C.

4.4 Noise Measurement and Results
The noise measurements were taken at three locations surrounding the project site near the existing noise sensitive receptors. The results of the noise level measurements are provided below in Table 2.

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Table 2
Measured Noise Levels
Site No. Location Time
Leq Lmax Lmin
(dBA) (dBA) (dBA)
1 At the Southeastern corner of the project site 11:12 a.m. 62.3 75.8 45.1 2 Along Eagle Road, behind 497 Cambridge Drive 11:33 a.m. 63.7 74.7 47.7 3 Along Ramona Freeway, behind 556 Cumbre Court 12:08 p.m. 74.5 89.2 53.6 Meteorological conditions consisted of cloudy skies, mild temperatures, with light wind speeds (5 miles per hour), and low humidity. Measured daytime noise levels ranged from 62.3 to 74.5 dBA Leq. The results of the field measurements are included in Appendix A. Refer to Exhibit C for the noise measurement locations.

Exhibit C
Noise Measurement Locations
Not to Scale
Southeast Corner of Ramona Expressway & State Street Commercial Project, City of San Jacinto California / 0043-2023-01 DEC/2023 Legend:

Site Location Noise Measurement LocationSite Boundary
1 3
21 MAT Engineering, Inc. ￭17192 Murphy Avenue #14902, Irvine, CA 92623 ￭ 949.344.1828 ￭ www.matengineeing.com

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5.0 NOISE AND VIBRATION ANALYSES

Consistent with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, a significant impact related to noise would occur if a proposed project were determined to result in:
a) Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies. b) Generation of excessive groundborne vibration or groundborne noise levels. c) For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels.

According to the CEQA checklist, to determine whether impacts to noise resources are significant environmental effects, the following thresholds are analyzed and evaluated:
• Exceedance of noise standards for construction and operational noise • Groundborne vibration.
• Operational noise.
• Short-term construction noise.

Each of these thresholds is analyzed below.

5.1 Impact Analyses
This impact discussion analyzes the potential for project construction noise to cause an exposure of persons to or generation of noise levels in excess of established City of San Jacinto noise standards or applicable standards of other agencies. Noise levels in the project area would be influenced by construction activities.

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a) Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies.

5.1.1 Construction Noise
Construction activities generally are temporary and have a short duration, resulting in periodic increases in the ambient noise environment. Construction activities would occur over approximately eight months and would include the following phases: grading, building construction, paving, and architectural coating. Ground-borne noise and other types of construction-related noise impacts typically occur during the initial demolition and grading phase. This phase of construction has the potential to create the highest levels of noise. Typical noise levels generated by construction equipment are shown in Table 3, Maximum Construction Noise Levels. It should be noted that the noise levels identified in Table 3 are maximum sound levels (Lmax), which are the highest individual sound occurring at an individual time period.

Operating cycles for these types of construction equipment may involve one or two minutes of full power operation followed by three to four minutes at lower power settings. Other primary sources of acoustical disturbance would be due to random incidents, which would last less than one minute (such as dropping large pieces of equipment or the hydraulic movement of machinery lifts).

Table 3
Maximum Construction Noise Levels
Type of Equipment Acoustical Use Factor1 Lmax at 50 Feet (dBA)2 Lmax at 10 Feet (dBA) Backhoe 40 78 92
Compressor 40 78 92
Concrete Saw 20 90 104
Dozer 40 82 96
Dump Truck 40 76 90
Excavator 40 81 95
Flatbed Truck 40 74 88
Grader 40 85 99
Loader 40 79 93
Paver 50 77 91
Roller 20 80 94
Scraper 40 85 99
Tractor 40 84 98
Water Truck 40 80 89
Welder 40 74 88
Note:

1. Acoustical Use Factor (percent): Estimates the fraction of time each piece of construction equipment is operating at full power (i.e., its loudest condition) during a construction operation.

2. These noise levels represent the A-weighted maximum sound level (Lmax) measured at a distance of 50 feet from the construction equipment.

Source: Federal Highway Administration, Roadway Construction Noise Model (FHWA-HEP-05-054), January 2006.

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As shown, the highest noise levels from construction are predicted to range from approximately 88 dBA Lmax to 104 dBA Lmax at the nearest receivers at 10 feet to the southeast. These maximum noise levels are considered to be a peak exposure, applicable to not more than 10%– 15% of the total construction period, only while the construction activity is taking place along the property boundary closest to these nearest off-site receivers. The City does not have established numerical noise standards for construction noise if the construction activities occur within the allowable hours specified by the Municipal Code. Section 8.040.090 (A) of the City of San Jacinto Municipal Code allows construction activities between the hours of 7:00 a.m. and 7:00 p.m. Monday through Saturday. No construction is allowed on Sunday or federal holidays.

Construction occurring consistent with these provisions is exempt from noise regulations described in the City of San Jacinto’s Noise Ordinance.

5.2 Operational Noise

5.2.1 Stationary Noise Source
Stationary noise sources associated with the project would include the operation of mechanical equipment, parking lot activities, and car wash activities.

Mechanical Equipment Noise
Implementation of the project would result in changes to existing noise levels on and around the project site by developing new stationary sources of noise, including introduction of Heating, ventilation, and air conditioning (HVAC) equipment. These sources may affect noise-sensitive vicinity land uses off the project site. HVAC units would be installed on the roof of the proposed commercial buildings. Typically, mechanical equipment noise is approximately 66 dBA at 3 feet from the source.1 Based upon the Inverse Square Law, sound levels decrease by 6 dBA for each doubling of distance from the source.2 The nearest sensitive receptor to the project site is the single-family residences located adjacent to the southeast. However, HVAC units would be located at the center of the rooftop and would be located approximately 72 feet from the nearest sensitive receptor to the southeast. Noise from the proposed HVAC units would be approximately 38 dBA at 72 feet and would not be audible above the existing noise levels. In addition, the proposed HVAC units would be shielded by a screen, which would further attenuate operational noise from the HVAC units. Therefore, the proposed HVAC units would not generate noise levels in excess of City of San Jacinto’s maximum exterior noise level of 65 dBA Leq during daytime and 45 dBA Leq during nighttime. Thus, the proposed project would not result in significant noise impacts from HVAC units at the nearest sensitive receptor, and stationary noise levels from the proposed HVAC units would comply with the City’s Municipal Code Noise Ordinance. Impacts in this regard would be less than significant. 1 Elliott H. Berger, Rick Neitzel, and Cynthia A. Kladden, Noise Navigator Sound Level Database with Over 1700 Measurement Values, June 26, 2015.
2 Cyril M. Harris, Noise Control in Buildings, 1994.

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Parking Lot Noise
Traffic associated with parking lots is typically not of sufficient volume to exceed community noise standards, which are based on a time-averaged scale such as the CNEL scale. However, the instantaneous maximum sound levels generated by a car door slamming, engine starting up, and car pass-bys may be an annoyance to adjacent noise-sensitive receptors.

The project proposes 532 parking spaces within the project site. The nearest sensitive receptor (single-family uses) to the proposed parking lot would be located approximately 55 feet to the east of the project site. Parking lot noise levels could range between 53 dBA and 63 dBA at 50 feet.3 However, there is an existing seven-foot noise barrier wall along the western property line of the residential uses to the east which would shield the parking lot noise. Further, parking lot noise would be partially masked by background noise from traffic along Eagle Road and Ramona Expressway. As such, parking lot noise levels would not exceed the City’s day-night average exterior sound level standard for residential use (65 dBA) and the City’s nighttime noise standards (45 dBA). As such, the noise impacts from parking lot activities would be less than significant.

Car Wash Activity Noise
The proposed automated carwash facility including a machine dryer would be a total of 110 feet long and would be located at the southwestern side of the project site. Typical measured noise level from the car wash activities is approximately 78 dBA at 45 feet from the car wash exit.4 The nearest sensitive receptor to the project site is the single-family residence located approximately 600 feet to the east of the proposed car wash exit. Noise from the proposed car wash activities would be approximately 55 dBA at 600 feet and would not exceed the City’s daytime noise standard of 65 dBA for single-family residential uses. The proposed car wash would not be operational during the nighttime hours. Thus, the proposed project would not result in significant noise impacts from car wash activities to the nearest sensitive receptor, and stationary noise levels from the proposed car wash activities would comply with the City’s Municipal Code Noise Ordinance. Impacts in this regard would be less than significant.

5.2.2 Project Generated Traffic Noise Levels
Based on the Trip Generation Data received from LINSCOTT, LAW & GREENSPAN, engineers, the proposed project is expected to generate approximately 11,265 average daily trips (ADT).

The project is expected to provide access along Ramona Expressway and State Street. Based on the City of San Jacinto General Plan Noise Impact Study, prepared by MD Acoustics, LLC dated July 15, 2022, existing traffic volumes along Ramona Expressway and State Street would be approximately 20,150 and 22,050 respectively. As a conservative analysis, the proposed 3 Kariel, H. G., Noise in Rural Recreational Environments, Canadian Acoustics 19(5), 3-10, 1991 4 Dudek, Noise Study Report – Splash n Dash Car Wash 222 East Donovan Road, Santa Maria, September 24, 2014.

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project ADT would represent approximately 55 percent and 51 percent increase in the daily traffic compared to the existing traffic conditions on the Ramona Expressway and State Street respectively. According to Caltrans, a doubling of Traffic (100 percent increase) on a roadway would result in a perceptible increase in traffic noise levels (3 dBA)5.

As a result, project-related increase in traffic volume would not significantly increase the existing traffic noise levels. Thus, project’s operational traffic noise levels are not expected to be significant.
b) Generation of excessive groundborne vibration or groundborne noise levels.

5.3 Groundborne Vibration
This impact discussion analyzes the potential for the proposed project to cause an exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels.

Vibration levels in the project area would be influenced by construction activities.

5.3.1 Construction Vibration
Project construction can generate varying degrees of groundborne vibration, depending on the construction procedure and the construction equipment used. Operation of construction equipment generates vibrations that spread through the ground and diminish in amplitude with distance from the source. The effect on buildings in the vicinity of a construction site often varies depending on soil type, ground strata, and construction characteristics of the receiver building(s). The Caltrans Transportation and Construction Vibration Manual identifies various vibration damage criteria for different building classes. This evaluation uses the Caltrans architectural damage criterion for continuous vibrations at residential buildings of 0.2 inch-persecond (inch/second) PPV. The types of construction vibration impacts include human annoyance and building damage. Table 4 displays vibration levels for typical construction equipment.

Based on the site plan, construction activities would likely take place as near as approximately 15 feet from the nearest residential uses to the southeast of the project. However, it is acknowledged that construction activities would occur throughout the project site and would not be concentrated at the point closest to the nearest structure. 5 California Department of Transportation, technical Noise Supplement to the Traffic Noise Analysis Protocol, September 2013.

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Table 4
Project Typical Construction Equipment Vibration Levels Equipment Approximate peak particle velocity at 15
feet (inches/second)1
Large Bulldozer 0.1915
Loaded Trucks 0.1635
Small Bulldozers 0.0065
Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018.

Based on the vibration levels presented in Table 4, ground vibration generated by heavy-duty equipment would range from approximately 0.0065 to 0.1915 in/sec PPV at 15 feet from the source of activity. As such, the nearest residential buildings located 15 feet southeast of the project site would not be exposed to vibration levels exceeding the Caltrans 0.2 in/sec PPV significance threshold for vibration. Additionally, groundborne vibration during construction would be a temporary impact and would cease completely when construction ends. Once operational, the project would not be a source of groundborne vibration. Impacts would be less than significant.

The project would not involve operation of trains or heavy trucks, as such operational vibration impacts from the project would be less than significant. c) For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels.

The nearest airports are Hemet-Ryan Airport located at approximately 5.2 miles to the southwest of the project site. Furthermore, the project site is not located within the private or public airports within 2 miles radius. Impacts would be less than significant.

APPENDIX A:

Noise Measurement Data
MAT ENGINEERING GROUP | Noise Measurement Data
Site Number: NM-1
Recorded Date: 11/15/2023
Start Time: 11:12 a.m.

Meteorological Data
Sky: Wind Speed: (mph or m/s) Temperature: (degree
Fahrenheit)
Cloudy 5 mph 68
Measurement Data
LocaƟon Leq (dBA) Lmax (dBA) Lmin (dBA)
At the Southeastern
corner of the project site 62.3 75.8 45.1
Ambient Noise Source: Traffic noise along Eagle Street and Romona Freeway Noise Measurement LocaƟon Photo
MAT ENGINEERING GROUP | Noise Measurement Data
Site Number: NM-2
Recorded Date: 11/15/2023
Start Time: 11:33 a.m.

Meteorological Data
Sky: Wind Speed: (mph or m/s) Temperature: (degree
Fahrenheit)
Cloudy 5 mph 68
Measurement Data
LocaƟon Leq (dBA) Lmax (dBA) Lmin (dBA)
Along Eagle Road, behind
497 Cambridge Drive 63.7 74.7 47.7
Ambient Noise Source: Traffic noise along Eagle Street and Romona Freeway Noise Measurement LocaƟon Photo
MAT ENGINEERING GROUP | Noise Measurement Data
Site Number: NM-3
Recorded Date: 11/15/2023
Start Time: 12:08 p.m.

Meteorological Data
Sky: Wind Speed: (mph or m/s) Temperature: (degree
Fahrenheit)
Cloudy 5 mph 68
Measurement Data
LocaƟon Leq (dBA) Lmax (dBA) Lmin (dBA)
Along Romona Freeway,
behind 556 Cumbre Court 74.5 89.2 53.6
Ambient Noise Source: Traffic noise along Romona Freeway Noise Measurement LocaƟon Photo

TRAFFIC IMPACT ANALYSIS REPORT

RAMONA EXPRESSWAY AND STATE STREET

SHOPPING CENTER
San Jacinto, California
January 25, 2024
(Revision of March 30, 2023 Report)
Prepared for:

RICH DEVELOPMENT COMPANY
600 N. Tustin Avenue, Suite #150
Santa Ana, CA 92705
LLG Ref. 2-22-4559-1
Prepared by: Under the Supervision of:

Angela Besa, P.E. Daniel A. Kloos, P.E.

Transportation Engineer III Associate Principal
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc i

TABLE OF CONTENTS

SECTION PAGE

1.0 Introduction ................................................................................................................................ 1

1.1 Study Area ......................................................................................................................... 2

2.0 Project Description and Location ............................................................................................. 3

2.1 Site Access ........................................................................................................................ 3

2.2 Project-Specific Access Improvements ............................................................................. 3

3.0 Existing Conditions .................................................................................................................... 4

3.1 Existing Street System ....................................................................................................... 4

3.2 Existing Public Transit ...................................................................................................... 4

3.3 Bicycle and Pedestrian Facilities ....................................................................................... 6

3.4 Existing Traffic Volumes .................................................................................................. 6

3.5 Existing Intersection Conditions ....................................................................................... 6

3.5.1 Highway Capacity Manual (HCM) Method of Analysis (Signalized Intersections) ........................................................................................................ 6

3.5.2 Highway Capacity Manual (HCM) Method of Analysis (Unsignalized Intersections) ........................................................................................................ 7

3.6 Level of Service Standards ................................................................................................ 7

3.7 Existing Level of Service Results ..................................................................................... 7

4.0 Traffic Forecasting Methodology ........................................................................................... 11

5.0 Project Traffic Characteristics ............................................................................................... 12

5.1 Project Traffic Generation ............................................................................................... 12

5.2 Project Traffic Distribution and Assignment .................................................................. 12

6.0 Future Traffic Conditions ....................................................................................................... 14

6.1 Ambient Traffic Growth .................................................................................................. 14

6.2 Cumulative Projects Traffic Characteristics .................................................................... 14

6.3 Year 2026 Traffic Volumes ............................................................................................. 14

7.0 Traffic Impact Analysis Methodology ................................................................................... 20

7.1 Impact Criteria and Thresholds ....................................................................................... 20

7.2 Traffic Impact Analysis Scenarios .................................................................................. 20

8.0 Year 2026 Cumulative Plus Project Analysis ........................................................................ 21

8.1.1 Year 2026 Cumulative Traffic Conditions ........................................................ 21

8.1.2 Year 2026 Cumulative Plus Project Traffic Conditions .................................... 21

9.0 Traffic Signal Warrant Analysis ............................................................................................ 23

9.1 Existing Traffic Conditions ............................................................................................. 23 LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc ii

TABLE OF CONTENTS (CONTINUED)

SECTION PAGE

9.2 Year 2026 Cumulative Traffic Conditions ...................................................................... 23

9.3 Year 2026 Cumulative Plus Project Traffic Conditions .................................................. 23

10.0 Site Access and Internal Circulation Evaluation .................................................................. 26

10.1 Level of Service Analysis For Project Access Locations ................................................ 26

10.2 Project Driveway Queuing Analysis ............................................................................... 26

10.3 Internal Circulation Evaluation ....................................................................................... 27

11.0 Area-Wide Traffic Improvements .......................................................................................... 30

11.1 Project-Specific Access Improvements ........................................................................... 30

11.2 Year 2026 Recommended Improvements ....................................................................... 30

12.0 Project Fair Share Analysis .................................................................................................... 32

12.1 Year 2026 Cumulative Plus Project Traffic Conditions .................................................. 32

13.0 Multimodal Circulation ........................................................................................................... 34

14.0 Vehicle Miles Traveled (VMT) Analysis ................................................................................ 35

14.1 VMT Analysis Conclusion .............................................................................................. 36

15.0 Summary of Findings and Conclusions ................................................................................. 37

APPENDICES

APPENDIX
A. Traffic Study Scope of Work
B. Existing Traffic Count Data
C. Existing Level of Service Calculation Worksheets
D. Year 2026 Cumulative Level of Service Calculation Worksheets E. Traffic Signal Warrant Analysis Worksheets
F. Project Driveway Level of Service Calculation Worksheets G. WRCOG VMT Screening Tool Data
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc iii

LIST OF FIGURES
SECTION – FIGURE # FOLLOWING PAGE
1–1 Vicinity Map ............................................................................................................................... 2 2–1 Existing Site Aerial...................................................................................................................... 3 2–2 Proposed Site Plan....................................................................................................................... 3 3–1 Existing Roadway Conditions and Intersection Controls .......................................................4 3–2 Existing AM Peak Hour Traffic Volumes................................................................................. 6 3–3 Existing PM Peak Hour Traffic Volumes ................................................................................. 6 5–1 Project Traffic Distribution Pattern ......................................................................................13 5–2 AM Peak Hour Project Traffic Volumes................................................................................. 13 5–3 PM Peak Hour Project Traffic Volumes ................................................................................. 13 6–1 Cumulative Projects Location Map ......................................................................................... 19 6–2 AM Peak Hour Cumulative Projects Traffic Volumes............................................................. 19 6–3 PM Peak Hour Cumulative Projects Traffic Volumes.............................................................. 19 6–4 Year 2026 Cumulative AM Peak Hour Traffic Volumes....................................................... 19 6–5 Year 2026 Cumulative PM Peak Hour Traffic Volumes....................................................... 19 6–6 Year 2026 Cumulative Plus Project AM Peak Hour Traffic Volumes.................................. 19 6–7 Year 2026 Cumulative Plus Project PM Peak Hour Traffic Volumes .................................. 19 11–1 Recommended Improvements .................................................................................................. 31 LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc iv

LIST OF TABLES
SECTION-TABLE# PAGE
3-1 Level of Service Criteria for Signalized Intersections (HCM 7 Methodology) ............... 8 3-2 Level of Service Criteria for Unsignalized Intersections (HCM 7 Methodology) .......... 9 3-3 Existing Peak Hour Levels of Service ............................................................................. 10 5-1 Project Trip Generation Rates and Forecast........................................................................ 13 6-1 Location and Description of Cumulative Projects ............................................................ 15-17 6-2 Cumulative Projects Traffic Generation Forecast............................................................... 18-19 8-1 Year 2026 Cumulative Plus Project Peak Hour
Intersection Capacity Analysis Summary............................................................................ 22 9-1 Intersection Traffic Signal Warrant Analysis Summary ....................................................... 25 10-1 Project Driveway Peak Hour Levels of Service Summary ................................................... 28 10-2 Project Driveway Peak Hour Queuing Analysis ................................................................... 29 12-1 Year 2026 Cumulative Plus Project Traffic Conditions Fair Share Contribution ................ 33 LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc 1 TRAFFIC IMPACT ANALYSIS REPORT

RAMONA EXPRESSWAY AND STATE STREET SHOPPING CENTER
San Jacinto, California
January 25, 2024
(Revision of March 30, 2023 Report)

1.0 INTRODUCTION
This traffic impact analysis addresses the potential traffic impacts and circulation needs associated with the proposed Ramona Expressway and State Street Shopping Center Project (hereinafter referred to as Project). The proposed Project site is located on the southeast corner of the intersection of State Street and Ramona Expressway in the City of San Jacinto, California. The proposed Project will consist of a maximum of 114,135 square foot (SF) shopping center with 105,348 SF of retail/grocery/food uses, a gas station with 16 vehicle fueling positions and a 5,198 SF convenience market, and a 3,589 SF express car wash with a 110-foot wash tunnel.

This traffic report documents the findings and recommendations of a traffic impact analysis conducted by Linscott, Law & Greenspan Engineers (LLG) to determine the potential impacts associated with the proposed Project. The traffic analysis evaluates the operating conditions at seven (7) key study intersections within the Project vicinity, estimates the trip generation potential of the proposed project, and forecasts future operating conditions without and with the proposed Project.

Where necessary, intersection improvements are identified.

This traffic report satisfies the City of San Jacinto Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, dated June 2020. The Scope of Work for this traffic study, which is included in Appendix A, was developed in conjunction with City of San Jacinto staff.

The Project site has been visited and an inventory of adjacent area roadways and intersections was performed. Existing weekday traffic count information has been collected at seven (7) key study intersections for use in the preparation of intersection level of service calculations. Information concerning cumulative projects (planned and/or approved) in the vicinity of the proposed Project has been researched at the City of San Jacinto. Based on our research, there are thirty-one (31) cumulative projects in the City of San Jacinto within the vicinity of the subject site. These thirty-one (31) planned and/or approved cumulative projects were considered in the cumulative traffic analysis for this project.

This traffic report analyzes existing and future weekday AM peak hour and PM peak hour traffic conditions for a near-term (Year 2026) traffic setting upon completion of the proposed Project. Peak hour traffic forecasts for the Year 2026 horizon year have been projected by increasing existing traffic volumes by an annual growth rate of 2.0% per year and adding traffic volumes generated by thirty-one (31) cumulative projects, which provides a conservative forecast.

Key Study Intersections

1. State Street at Quandt Ranch Road

2. State Street at Community College Drive

3. State Street at Ramona Expressway

4. State Street at Idyllwild Drive

5. Village at San Jacinto/Project Driveway No. 3 at Ramona Expressway

6. Eagle Road at Ramona Expressway

7. Eagle Road at Idyllwild Drive
Figure 1-1 presents a Vicinity Map, which illustrates the general location of the project and depicts the study locations and surrounding street system. The Level of Service (LOS) investigations at these key locations were used to evaluate the potential traffic-related impacts associated with area growth, cumulative projects and the proposed Project. When necessary, this report recommends intersection and/or roadway improvements that may be required to accommodate future traffic volumes and restore/maintain an acceptable Level of Service and/or improve the impact of the project.

Included in this Traffic Impact Analysis are:
 Existing traffic counts,
 Estimated Project traffic generation/distribution/assignment,  Estimated cumulative project traffic generation/distribution/assignment,  AM and PM peak hour capacity analyses for existing conditions,  AM and PM peak hour capacity analyses for existing plus ambient growth to the Year 2026 plus Project plus cumulative projects traffic conditions (i.e. cumulative traffic conditions),  Traffic Signal Warrant Analysis,
 Site Access and Internal Circulation Evaluation,
 Area-Wide Traffic Improvements,
 Project-Related Fair-Share Contributions,
 Multimodal Circulation, and
 Vehicle Miles Traveled (VMT) Analysis.

Figure 2-2 presents the proposed site plan for the proposed Project, prepared by MCG Architecture.

Review of the proposed site plan indicates that the proposed Project will consist of a maximum of 114,135 square foot (SF) shopping center with 105,348 SF of retail/grocery/food uses, a gas station with 16 vehicle fueling positions and a 5,198 SF convenience market, and a 3,589 SF express car wash with a 110-foot wash tunnel. The proposed Project is anticipated to be completed by the Year 2026.

2.1 Site Access
Access to the proposed Project will be provided via one (1) right-turn in/right-turn out only unsignalized driveway located along State Street (i.e. Project Driveway No. 1), two (2) right-turn in/right-turn out only unsignalized driveways located along Ramona Expressway (i.e. Project Driveway No. 2 and Project Driveway No. 4), one (1) full access signalized driveway located along Ramona Expressway, located directly opposite Village at San Jacinto (i.e. Project Driveway No. 3) and two (2) full-access unsignalized driveways located along Eagle Road (i.e. Project Driveway No. 5 and Project Driveway No. 6). It should be noted that there is one additional driveway located at the southeast corner of the project site along Eagle Road that will provide truck access to Major 3, Major 4 and Major 5.

2.2 Project-Specific Access Improvements
The following Project features will be constructed by the proposed Project to ensure that adequate ingress and egress to the Project site is provided along Ramona Expressway and State Street:
 Intersection No. 3 – State Street at Ramona Expressway: Restripe the south leg of the intersection to provide the northbound approach with a second northbound left-turn lane and convert the northbound right-turn lane to a shared northbound through/right-turn lane. Modify the existing traffic signal, as necessary. The installation of this improvement is subject to the approval of the City of San Jacinto.
 Intersection No. 5 – Village at San Jacinto/Project Driveway No. 3 at Ramona Expressway:

Construct the project driveway, located directly opposite Village at San Jacinto and provide one inbound lane and three outbound lanes (i.e. dual northbound left-turn lanes and one northbound shared through/right-turn lane). Stripe crosswalks on the south, west, and east legs. Modify the existing traffic signal, as necessary. The installation of this improvement is subject to the approval of the City of San Jacinto.

3.1 Existing Street System
The principal local network of streets serving the proposed project site is State Street, Ramona Expressway and Eagle Road. The following discussion provides a brief synopsis of these key area streets. The descriptions are based on an inventory of existing roadway conditions.

State Street is generally a four-lane, divided roadway north of Ramona Expressway and generally a four-lane, undivided roadway south of Ramona Expressway, oriented in the north-south direction.

State Street borders the Project site to the west and will provide access to the project site via one (1) right-turn in/right-turn out only unsignalized driveway. On-street parking is generally not permitted along State Street in the vicinity of the Project site. The posted speed limit on State Street is 45 miles per hour (mph). Traffic signals control the study intersections of State Street at Ramona Expressway and Idyllwild Drive. The study intersections of State Street at Quandt Ranch Road and Community College Drive are stop controlled.

Ramona Expressway is generally a six-lane, divided roadway west of Eagle Road and generally a four-lane, divided roadway east of Eagle Road, oriented in the east-west direction. Ramona Expressway borders the Project site to the north and will provide access to the project site via two (2) right-turn in /right run out only unsignalized driveways and one (1) signalized driveway, located directly opposite Village at San Jacinto. On-street parking is generally not permitted along Ramona Expressway in the vicinity of the Project site. The posted speed limit on Ramona Expressway is 55 mph. Traffic signals control the study intersections of Ramona Expressway at State Street, Village at San Jacinto/Project Driveway No. 3 and Eagle Road.

Eagle Road is a two-lane, undivided roadway, oriented in the north-south direction. Eagle Road borders the Project site to the east and will provide access to the project site via two (2) full access unsignalized driveways. On-street parking is generally not permitted along Eagle Road in the vicinity of the Project site. The posted speed limit on Eagle Road is 30 mph. A traffic signal controls the study intersection of Eagle Road at Ramona Expressway. The study intersection of Eagle Road at Idyllwild Drive is stop controlled.

Figure 3-1 presents an inventory of the existing roadway conditions for the arterials and intersections evaluated in this report. This figure identifies the number of travel lanes for key arterials, as well as intersection configurations and controls for the key area study intersections.

3.2 Existing Public Transit
The Riverside Transit Agency (RTA) operates within the study area. A description of the transit services within the Project vicinity are described on the following page:

City Route 31:
 Route 31 provides service from San Jacinto to Hemet; via Hemet Valley Mall, State & Acacia (Post Office), State & Fruitvale, Mt. San Jacinto College, Beaumont Walmart,

City Route 32:
 Route 32 provides service from Hemet to San Jacinto; via Hemet Valley Mall, State & Stetson, San Jacinto & Mayberry, Esplanade & San Jacinto, Main & Mistletoe, Idyllwild Dr & Attenborough, and Mt. San Jacinto College San Jacinto.  The route traverses the cities of Hemet and San Jacinto  During the weekday and weekend AM and PM peak hours, Route 32 has approximate headways between 60 and 70 minutes in the northbound and southbound directions.

City Route 44:
 Route 44 provides service from Hemet to San Jacinto; via Hemet Valley Mall, State & Esplanade, Mt. San Jacinto College San Jacinto, San Jacinto & Sixth, and Hemet Valley Mall
 The route traverses the cities of Hemet and San Jacinto  During the weekday and weekend AM and PM peak hours, Route 44 has approximate headways between 60 and 70 minutes in the northbound and southbound directions.

City Route 74:
 Route 74 provides service from Perris to San Jacinto, via Perris Station Transit Center, Cherry Hills & Bradley, Mt. San Jacinto College Menifee, Simpson & Winchester, Hemet Valley Mall, and Mt. San Jacinto College San Jacinto.  The route traverses the cities of Perris, Menifee, Hemet, and San Jacinto  During the weekday AM and PM peak hours, Route 74 has approximate headways between 80 and 100 minutes in the eastbound and westbound directions. During the weekends Route 74 has headways between 70 and 90 minutes.

City Route 79:
 Route 79 provides service from Temecula to San Jacinto, via Pujol & Main, County Center Drive, Promenade Mall, Winchester & Nicolas, Southwest Justice Center, Winchester & Pourroy, Simpson & Winchester, Hemet Valley Mall, Mt. San Jacinto College San Jacinto
 The route traverses the cities of Temecula, Murrieta, Hemet, and San Jacinto  During the weekday and weekend AM and PM peak hours, Route 79 has approximate headways between 80 and 90 minutes in the northbound and southbound directions.

Pedestrian connection to the surrounding residential, commercial, college developments, as well as nearby public transit stops, is provided via existing sidewalks along the Project frontage on State Street. Sidewalks are also existing along most streets within the Project vicinity and the project will construct sidewalk along the Project frontage on Ramona Expressway and Eagle Road.

3.4 Existing Traffic Volumes
Seven (7) key study intersections have been identified as the locations at which to evaluate existing and future traffic operating conditions. Some portion of project-related traffic will pass through these intersections and their analysis will reveal the expected relative impacts of the project. These key study intersections were selected for evaluation based on discussions with City of San Jacinto staff.

Existing AM and PM peak hour traffic volumes for the seven (7) key study intersections evaluated in this report were obtained from manual peak hour turning movement counts conducted by Counts Unlimited, Inc. in August 2022. It should be noted that the traffic counts were conducted when local area schools, including Mt. San Jacinto College were back in session. Figures 3-2 and 3-3 illustrate the existing AM and PM peak hour traffic volumes at the seven (7) key study intersections evaluated in this report, respectively. Appendix B contains the detailed peak hour count sheets for the key intersections evaluated in this report.

3.5 Existing Intersection Conditions
In conformance with City of San Jacinto requirements, existing AM and PM peak hour operating conditions for the signalized and unsignalized intersections were evaluated using the Highway Capacity Manual 7th Edition (HCM 7) methodology.

3.5.1 Highway Capacity Manual (HCM) Method of Analysis (Signalized Intersections) Based on the HCM operations method of analysis, level of service for signalized intersections is defined in terms of control delay, which is a measure of driver discomfort, frustration, fuel consumption, and lost travel time. The delay experienced by a motorist is made up of a number of factors that relate to control, geometries, traffic, and incidents. Total delay is the difference between

In Chapter 19 of the HCM, only the portion of total delay attributed to the control facility is quantified. This delay is called control delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. In contrast, in previous versions of the HCM (1994 and earlier), delay included only stopped delay. Specifically, LOS criteria for traffic signals are stated in terms of the average control delay per vehicle. The six qualitative categories of Level of Service that have been defined along with the corresponding HCM control delay value range for signalized intersections are shown in Table 3-1.

3.5.2 Highway Capacity Manual (HCM) Method of Analysis (Unsignalized Intersections) The HCM unsignalized methodology for stop-controlled intersections was utilized for the analysis of the unsignalized intersections. LOS criteria for unsignalized intersections differ from LOS criteria for signalized intersections as signalized intersections are designed for heavier traffic and therefore a greater delay.

Two-way stop-controlled intersections are comprised of a major street, which is uncontrolled, and a minor street, which is controlled by stop signs. Level of service for a two-way stop-controlled intersection is determined by the computed or measured control delay. The control delay by movement, by approach, and for the intersection as a whole is estimated by the computed capacity for each movement. LOS is determined for each minor-street movement (or shared movement) as well as major-street left turns. The worst side street approach delay is reported. LOS is not defined for the intersection as a whole or for major-street approaches, as it is assumed that major-street through vehicles experience zero delay. The HCM control delay value range for two-way stopcontrolled intersections is shown in Table 3-2.

3.6 Level of Service Standards
According to the City of San Jacinto Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, dated June 2020, LOS D is the minimum acceptable condition that should be maintained during the peak commute hours.

3.7 Existing Level of Service Results
Table 3-3 summarizes the existing peak hour service level calculations for the seven (7) key study intersections based on existing traffic volumes and current street geometry. Review of Table 3-3 indicates that the intersections of State Street at Community College Drive and Eagle Road at Idyllwild Drive currently operate at unacceptable LOS E during the AM peak hour. The remaining five (5) key study intersections currently operate at an acceptable level of service during the AM and PM peak hours.

Appendix C presents the Existing peak hour HCM/LOS calculation worksheets for the seven (7) key study intersections.

B > 10.0 and < 20.0
This level generally occurs with good progression, short cycle lengths, or both. More vehicles stop than with LOS A, causing higher levels of average delay.

C > 20.0 and < 35.0
Average traffic delays. These higher delays may result
from fair progression, longer cycle lengths, or both.

Individual cycle failures may begin to appear at this level.

The number of vehicles stopping is significant at this
level, though many still pass through the intersection
without stopping.

D > 35.0 and < 55.0
Long traffic delays At level D, the influence of
congestion becomes more noticeable. Longer delays may
result from some combination of unfavorable progression, long cycle lengths, or high v/c ratios. Many vehicles stop, and the proportion of vehicles not stopping declines.

Individual cycle failures are noticeable.

E > 55.0 and < 80.0
Very long traffic delays This level is considered by many agencies to be the limit of acceptable delay. These high delay values generally indicate poor progression, long
cycle lengths, and high v/c ratios. Individual cycle failures are frequent occurrences.

F ≥ 80.0
Severe congestion This level, considered to be
unacceptable to most drivers, often occurs with over
saturation, that is, when arrival flow rates exceed the capacity of the intersection. It may also occur at high v/c ratios below 1.0 with many individual cycle failures. Poor progression and long cycle lengths may also be major
contributing factors to such delay levels.
1 Source: Highway Capacity Manual 7, Chapter 19: Signalized Intersections.

EXISTING PEAK HOUR LEVELS OF SERVICE
Key Intersection
Time
Period
Minimum
Acceptable
LOS
Control
Type HCM LOS

1. State Street at AM
D
One-Way 24.9 s/v C
Quandt Ranch Road PM Stop 19.1 s/v C

2. State Street at AM
D
Two-Way 39.0 s/v E
Community College Drive PM Stop 31.6 s/v D

3. State Street at AM
D
8∅ Traffic 35.2 s/v D
Ramona Expressway PM Signal 40.6 s/v D

4. State Street at AM
D
8∅ Traffic 27.7 s/v C
Idyllwild Drive PM Signal 17.1 s/v B

5. Village at San Jacinto/Project Dwy No. 3 at AM
D
5∅ Traffic 6.5 s/v A
Ramona Expressway PM Signal 10.0 s/v A

6. Eagle Road at AM
D
5∅ Traffic 30.8 s/v C
Ramona Expressway PM Signal 30.1 s/v C

7. Eagle Road at AM
D
One-Way 41.3 s/v E
Idyllwild Drive PM Stop 12.2 s/v B
Notes:
 LOS = Level of Service, please refer to Table 3-1 and Table 3-2 for the LOS definitions  Bold Delay/LOS values indicate adverse service levels  s/v = seconds per vehicle
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc 11 4.0 TRAFFIC FORECASTING METHODOLOGY
In order to estimate the traffic impact characteristics of the proposed Project, a multi-step process has been utilized. The first step is traffic generation, which estimates the total arriving and departing traffic on a peak hour and daily basis. The traffic generation potential is forecast by applying the appropriate vehicle trip generation equations and/or rates to the Project development tabulation.

The second step of the forecasting process is traffic distribution, which identifies the origins and destinations of inbound and outbound Project traffic. These origins and destinations are typically based on demographics and existing/expected future travel patterns in the study area.

The third step is traffic assignment, which involves the allocation of Project traffic to study area streets and intersections. Traffic assignment is typically based on minimization of travel time, which may or may not involve the shortest route, depending on prevailing operating conditions and travel speeds. Traffic distribution patterns are indicated by general percentage orientation, while traffic assignment allocates specific volume forecasts to individual roadway segments and intersection turning movements throughout the study area.

With the forecasting process complete and project traffic assignments developed, the impact of the Project is isolated by comparing operational (LOS) conditions at the selected key intersection using expected future traffic volumes with and without forecast project traffic. If necessary, the need for site-specific and/or cumulative local area traffic improvements can then be evaluated, and the significance of the project’s impacts identified.

5.1 Project Traffic Generation
Traffic generation is expressed in vehicle trip ends, defined as one-way vehicular movements, either entering or exiting the generating land use. Generation equations and/or rates used in the traffic forecasting procedure are found in the 11th Edition of Trip Generation, published by the Institute of Transportation Engineers (ITE) [Washington D.C., 2021].

Table 5-1 summarizes the trip generation rates used in forecasting the vehicular trips generated by the proposed Project and also presents the forecast daily and peak hour project traffic volumes for a “typical” weekday. As shown in this table, the trip generation potential for the proposed Project was forecast using ITE Land Use Code 821: Shopping Plaza (40k – 150k With Supermarket) trip rates and ITE Land Use Code 945: Gasoline Service Station With Convenience Store (GFA 4 – 5.5k) trip rates. The express wash trip rates are based on driveway traffic counts conducted on Friday (2/7/2014) at Victorville Speedwash (12147 Industrial Boulevard, Victorville).

Review of the last row of Table 5-1 indicates that the proposed Project is forecast to generate approximately 11,265 daily trips, with 479 trips (282 inbound, 197 outbound) forecast during the AM peak hour and 737 trips (356 inbound, 381 outbound) forecast during the PM peak hour. It should be noted that the aforementioned overall Project trip generation includes adjustments for pass-by per the Trip Generation Manual, 11th Edition, published by ITE, to account for trips that are already in the everyday traffic stream on the adjoining streets (i.e. State Street and Ramona Expressway) and will stop as they pass by the Project site as a matter of convenience on their path to another destination. The pass-by reduction factors for all land uses are summarized in the footnotes of Table 5-1. It should also be noted that the trip generation methodology and forecasts were approved by City of San Jacinto staff prior to proceeding with further analysis.

5.2 Project Traffic Distribution and Assignment
The Project directional trip distribution pattern is presented in Figure 5-1. Project traffic volumes both entering and exiting the site have been distributed and assigned to the adjacent street system based on the following considerations:
 the site's proximity to major traffic carriers (i.e. State Street, Ramona Expressway, etc.),  expected localized traffic flow patterns based on adjacent street channelization and presence of traffic signals,
 existing intersection traffic volumes, and
 ingress/egress availability at the Project site.

It should be noted that the Project trip distribution pattern was submitted to City staff for their review and approval prior to proceeding with further analyses. The anticipated AM and PM peak hour traffic volumes associated with the Project are presented in Figures 5-2 and 5-3, respectively.

The traffic volume assignments presented in Figures 5-2 and 5-3 reflect the traffic distribution characteristics shown in Figure 5-1 and the traffic generation forecast presented in Table 5-1.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc 13 TABLE 5-1
PROJECT TRIP GENERATION RATES AND FORECAST3
ITE Land Use Code /
Project Description
Daily
2-Way
AM Peak Hour PM Peak Hour
Enter Exit Total Enter Exit Total
Generation Rates:
 821: Shopping Plaza [40k – 150k With Supermarket]
(TE/TSF) 94.49 62% 38% 3.53 48% 52% 9.03
 945: Gasoline Service Station With Convenience Store [GFA 4 – 5.5k] (TE/VFP) 4 257.13 50% 50% 27.04 50% 50% 22.76  Express Car Wash (TE/LFWT)5 8.663 0.275 0.204 0.479 0.450 0.463 0.913 Proposed Project Generation Forecast:
 Retail (105,348 SF) 9,954 231 141 372 456 495 951
Pass-By (Daily: 25%, AM: 10%, PM: 40%)6 -2,489 -23 -14 -37 -182 -198 -380 Subtotal 7,465 208 127 335 274 297 571
 Gas Station with Convenience Store (16 VFP) 4,114 216 217 433 182 182 364 Pass-By (Daily: 25%, AM: 76%, PM: 75%)6 -1,029 -164 -165 -329 -137 -136 -273 Subtotal 3,085 52 52 104 45 46 91
 Express Wash (110 Feet) 953 30 23 53 50 50 100
Pass-By (Daily: 25%, AM: 25%, PM: 25%)6 -238 -8 -5 -13 -13 -12 -25 Subtotal 715 22 18 40 37 38 75
Total Net Proposed Project Trip Generation Forecast 11,265 282 197 479 356 381 737 Note:
 TE/TSF = Trip End per Thousand Square Feet
 TE/VFP = Trip End per Vehicle Fueling Position
 TE/LFWT = Trip End per Linear Feet Wash Tunnel
3 Source: Trip Generation, 11th Edition, Institute of Transportation Engineers, (ITE) [Washington, D.C. (2021)]. 4 The proposed convenience store is 5,198 SF.
5 Trip Generation Manual, 11th Edition does not include trip generation rates for the express car wash land use. The trip rates are derived from traffic counts conducted on Friday, February 7, 2014 at the Victorville Speedwash located at 12147 Industrial Boulevard, Victorville. 6 Pass-By Trips are trips made as intermediate stops on the way from an origin to a primary trip destination. Pass-by trips are attracted from traffic passing the site on adjacent streets, which contain direct access to the generator. For this analysis, the following pass-by reduction factors were used (Source: Trip Generation Manual, 11th Edition, ITE 2021):
 821: Shopping Plaza: Daily/AM peak hour/PM peak hour = 25% (assumed)/10% (assumed)/40%  945: Gas Station with Convenience Store: Daily/AM peak hour/PM peak hour = 25% (assumed)/76%/75%  Express Wash: Daily/AM peak hour/PM peak hour = 25% (assumed)/25% (assumed)/25% (assumed)

6.1 Ambient Traffic Growth
Horizon year, background traffic growth estimates have been calculated using an ambient growth factor. The ambient traffic growth factor is intended to include unknown and future cumulative projects in the study area, as well as account for regular growth in traffic volumes due to the development of projects outside the study area. The future growth in traffic volumes has been calculated at two percent (2.0%) per year. Applied to existing Year 2022 traffic volumes results in an eight percent (8.0%) growth in existing volumes to horizon Year 2026.

6.2 Cumulative Projects Traffic Characteristics
In order to make a realistic estimate of future on-street conditions prior to implementation of the proposed Project, the status of other known development projects (cumulative projects) has been researched at the City of San Jacinto. With this information, the potential impact of the proposed Project can be evaluated within the context of the cumulative impact of all ongoing development.

Based on our research, there are thirty-one (31) cumulative projects in the City of San Jacinto within the vicinity of the Project site. These thirty-one (31) planned and/or approved cumulative projects have been included as part of the cumulative background setting.

Table 6-1 provides the location and a brief description for each of the thirty-one (31) cumulative projects. Figure 6-1 graphically illustrates the location of the cumulative projects. These cumulative projects are expected to generate vehicular traffic, which may affect the operating conditions of the key study intersections.

Table 6-2 presents the development totals and resultant trip generation for the thirty-one (31) cumulative projects. As shown in Table 6-2, the cumulative projects are forecast to generate a total of 49,369 daily trips, with 3,225 trips (1,390 inbound and 1,835 outbound) forecast during the AM peak hour and 3,897 trips (2,171 inbound and 1,726 outbound) forecast during the PM peak hour.

The AM and PM peak hour traffic volumes associated with thirty-one (31) cumulative projects are presented in Figures 6-2 and 6-3, respectively.

6.3 Year 2026 Traffic Volumes
Figures 6-4 and 6-5 illustrate the Year 2026 forecast AM and PM peak hour cumulative traffic volumes, respectively. Figures 6-6 and 6-7 illustrate the Year 2026 cumulative forecast AM and PM peak hour traffic volumes, with the inclusion of the trips generated by the proposed Project, respectively.

1. Luiseno Village Shopping Center
East of San Jacinto Avenue and
south of E. Commonwealth
Avenue
16 VFP Gas Station with 4,650 SF
Convenience Store
23,943 SF Retail
2,800 SF and 3,200 Fast Food Restaurant
with Drive Through

2. Tommy's Car Wash
West side of San Jacinto Ave,
approximately 300 feet south of
Esplanade Avenue
8 VFP Gas Station with 3,000 SF
Convenience Store
145 LFWT Car Wash

3. Dollar Tree Northwest corner of Sanderson
Ave and Esplanade Ave 10,050 SF Variety Store

4. Walmart Supercenter Fueling
Station
East of San Jacinto Avenue and
south of E. Commonwealth
Avenue
16 VFP Gas Station

5. ServPro Shaver Street 2,880 SF Maintenance and Repair Building

6. Rancho De Alamo Cottonwood and Cawston Ave 241 DU Single Family Detached

7. Silver Beach Grand San Jacinto Southwest of Ramona Blvd 187 DU Single Family Detached

8. TS Farms LLC
West of Sanderson Avenue,
approximately 2,500 feet north of
Cottonwood Avenue

60.53 Acres Marijuana Cultivation and
Processing Facility

9. TTM 38019 Northwest corner of Ramona
Expressway and Potter Road
149 DU Single Family Detached

6.32 Acres Commercial Lot

10. SJ Warehouse LLC 220 N. Greco Court 12,600 SF Marijuana Cultivation and Processing Facility

11. SipKoi Cannabis 1612 S. Santa Fe 10,000 SF Marijuana Cultivation and Processing Facility

12. TTM 38202 291 N. Lyon Avenue 135 DU Single Family Lots

13. Renaissance Valley Academy
Expansion 1091 Esplanade Avenue 250 Student Charter School Expansion

14. Sunterra Southwest Corner of Sanderson
Avenue and Ramona Blvd 215 DU Single Family Lots
Notes:
 SF = Square-feet
 DU = Dwelling units
 VFP = Vehicle Fueling Positions
 LFWT = Linear Feet Wash Tunnel
7 Source: City of San Jacinto Planning Department.

15. Richland Communities Esplanade Avenue and Hewitt
Street 154 DU Single Family Detached

16. Ramona Land Development
North of Cottonwood Avenue,
South of Ramona Expressway,
East of N. Warren, and West of
N. Sanderson

17.1 Acres Marijuana Cultivation and
Procession Facility

17. Dutch Bros
South side of Ramona
Expressway, approximately 350
feet west of State Street
950 SF Coffee/Donut Shop with Drive
Through Window

18. Green Acres North of Cottonwood, east of
Warren Rd

25.34 Acres Marijuana Cultivation and
Procession Facility

19. Popeyes
South side of Ramona
Expressway, approximately 350
feet west of State Street
2,539 SF Fast Food Restaurant with Drive
Through Window

20. Tract 34271
South of Ramona Expressway,
extending between Alessandro
Avenue and Vernon Street
152 DU Single Family Detached

21. Rancho Estudillo Plaza Phase 2 Northeast corner of Sanderson Avenue and Seventh Street
101 LFWT Car Wash
35,00 SF Retail
4,456 SF Fast Food Restaurant with Drive
Through

22. TTM 38339 393 Kirby Street 76 DU Single Family Detached

23. Trifecta Investment LLC West of Sanderson Avenue,
approximately 1,800 feet

65.61 Acres Marijuana Cultivation and
Procession Facility

24. Esplanade Specific Plan West of Warren Road and north of Esplanade Avenue
851 DU Removal of Multifamily Housing
194 DU Single Family Housing

25. Space Boyz 2191 W. Esplanade Avenue 2,781 SF Marijuana Dispensary

26. Rahman & Associates 2177 S. San Jacinto Avenue 2,526 SF Marijuana Dispensary Notes:
 SF = Square-feet
 DU = Dwelling units
 VFP = Vehicle Fueling Positions
 LFWT = Linear Feet Wash Tunnel
8 Source: City of San Jacinto Planning Department.

27. Corman Leigh West of Lyon Avenue and north
of Cottonwood Avenue
153 DU Single Family Detached

28. Mystical Origins 790 S. State Street 1,515 SF Retail Dispensary

29. 710 Farms 680 S. State Street 4,564 SF Marijuana Cultivation and Procession Facility

30. Right Space Storage Esplanade East of State Street 18,247 SF Self Storage

31. Kirby Villas 1436 S. Kirby Street 27 DU Single Family Detached Notes:
 SF = Square-feet
 DU = Dwelling units
 VFP = Vehicle Fueling Positions
 LFWT = Linear Feet Wash Tunnel
9 Source: City of San Jacinto Planning Department.

1. Luiseno Village Shopping Center 6,363 151 137 288 139 136 275

2. Tommy's Car Wash 2,533 45 38 83 67 69 136

3. Dollar Tree 576 15 13 28 22 22 44

4. Walmart Supercenter Fueling Station 2,064 30 31 61 48 48 96

5. ServPro 28 4 1 5 2 4 6

6. Rancho De Alamo 2,273 44 125 169 143 84 227

7. Silver Beach Grand San Jacinto 1,763 34 97 131 111 65 176

8. TS Farms LLC 870 87 7 94 24 63 87

9. TTM 38019 5,587 94 117 211 193 161 354

10. SJ Warehouse LLC 80 8 1 9 2 6 8

11. SipKoi Cannabis 60 7 0 7 2 4 6

12. TTM 38202 1,273 25 70 95 80 47 127

13. Renaissance Valley Academy Expansion 370 106 102 208 11 22 33

14. Sunterra 2,027 39 112 151 127 75 202

15. Richland Communities 1,452 28 80 108 91 54 145

16. Ramona Land Development 490 49 4 53 14 35 49

17. Dutch Bros 380 21 20 41 14 14 28

18. Green Acres 730 73 6 79 20 53 73

19. Popeyes 890 29 27 56 20 18 38

20. Tract 34271 1,433 28 78 106 90 53 143

21. Rancho Estudillo Plaza Phase 2 3,933 116 94 210 138 136 274

22. TTM 38339 717 14 39 53 45 26 71

23. Trifecta Investment LLC 950 95 7 102 27 68 95
10 Unless otherwise noted, Source: Trip Generation, 11th Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2021).

24. Esplanade Specific Plan 9,333 174 500 674 566 333 899

25. Space Boyz 587 15 14 29 27 26 53

26. Rahman & Associates 533 14 13 27 24 24 48

27. Corman Leigh 1,443 28 79 107 91 53 144

28. Mystical Origins 320 8 8 16 15 14 29

29. 710 Farms 30 3 0 3 1 2 3

30. Right Space Storage 26 1 1 2 1 2 3

31. Kirby Villas 255 5 14 19 16 9 25
Cumulative Projects
Total Trip Generation Potential 49,369 1,390 1,835 3,225 2,171 1,726 3,897 11 Unless otherwise noted, Source: Trip Generation, 11th Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2021).

7.1 Impact Criteria and Thresholds
According to the City of San Jacinto Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, dated June 2020, LOS D is the minimum acceptable condition that should be maintained during the peak commute hours. Improvements at a signalized intersection shall be identified if either of the following are met:
 Any signalized study intersection operating at an acceptable LOS D or better without project traffic in which the addition of project traffic causes the intersection to degrade to a LOS E or F shall identify improvements to improve operations to LOS D or better; OR  Any signalized study intersection that is operating at LOS E or F without project traffic where the project increases delay by 5.0 or more seconds shall identify improvements to offset the increase in delay.

An operational improvement would be required at an unsignalized intersection if the study determines that either section A or both sections B and C occur:

A. The addition of project related traffic causes the intersection to degrade from an acceptable LOS D or better to LOS E or F; OR
B. The project adds 5.0 seconds or more of delay to an intersection that is already projected to operate without project traffic at a LOS E or F, AND
C. The intersection meets the peak hour traffic signal warrant after the addition of project traffic.

7.2 Traffic Impact Analysis Scenarios
The following scenarios are those for which volume/capacity calculations have been performed at the seven (7) key study intersections for Existing and near-term (Year 2026) traffic conditions:

A. Existing Traffic Conditions;
B. Year 2026 Cumulative Traffic Conditions;
C. Year 2026 Cumulative Plus Project Traffic Conditions; and D. Scenario (D) with Improvements, if necessary.

8.1 Year 2026 Cumulative Traffic Conditions
A review of column (2) indicates that for Year 2026 Cumulative traffic conditions, two (2) of the seven (7) key study intersections are forecast to operate at an adverse level of service during the AM and/or PM peak hour when compared to the target LOS criteria mentioned in this report. The remaining five (5) key study intersections are forecast to continue to operate at acceptable levels of service during the AM and PM peak hours with the addition of ambient traffic growth and cumulative project traffic. The locations projected to operate at an adverse LOS are as follows:

AM Peak Hour PM Peak Hour
Key Intersection HCM LOS HCM LOS

2. State Street at Community College Drive 43.7 s/v E -- --

3. State Street at Ramona Expressway -- -- 62.6 s/v E

8.2 Year 2026 Cumulative Plus Project Traffic Conditions Review of columns (3) and (4) of Table 8-1 indicates that traffic associated with the proposed Project will adversely impact two (2) of the seven (7) key study intersections when compared to the LOS criteria defined in this report. The remaining five (5) key study intersections are forecast to continue to operate at an acceptable LOS during the AM and PM peak hours with the addition of Project generated traffic in the horizon Year 2026. The locations that will be adversely impacted are as follows:

AM Peak Hour PM Peak Hour
Key Intersection HCM LOS HCM LOS

2. State Street at Community College Drive 54.7 s/v F 42.7 s/v E

3. State Street at Ramona Expressway -- -- 69.8 s/v E
As shown in column (5) of Table 8-1, the implementation of recommended improvements at the deficient locations improves these intersections to acceptable service levels. Appendix D presents the Year 2026 Cumulative and Year 2026 Cumulative Plus Project HCM/LOS calculations for the seven (7) key study intersections.

1. State Street at AM One-Way
D

24.9 s/v C 25.5 s/v D 28.1 s/v D 2.6 s/v No -- --
Quandt Ranch Road PM Stop 19.1 s/v C 18.7 s/v C 20.8 s/v C 2.1 s/v No -- --

2. State Street at AM Two-Way
D

39.0 s/v E 43.7 s/v E 54.7 s/v F 11.0 s/v Yes 10.1 s/v B Community College Drive PM Stop 31.6 s/v D 30.9 s/v D 42.7 s/v E 11.8 s/v Yes 11.0 s/v B

3. State Street at AM 8∅ Traffic
D

35.2 s/v D 41.6 s/v D 45.6 s/v D 4.0 s/v No 34.9 s/v C
Ramona Expressway PM Signal 40.6 s/v D 62.6 s/v E 69.8 s/v E 7.2 s/v Yes 45.3 s/v D

4. State Street at AM 8∅ Traffic
D

27.7 s/v C 29.6 s/v C 30.2 s/v C 0.6 s/v No -- --
Idyllwild Drive PM Signal 17.1 s/v B 18.2 s/v B 20.2 s/v C 2.0 s/v No -- --

5. Village at San Jacinto/Project AM 5∅ Traffic
D

6.5 s/v A 6.5 s/v A 14.9 s/v B 8.4 s/v No -- --
Dwy No. 3 at Ramona Expressway PM Signal 10.0 s/v A 9.7 s/v A 22.8 s/v C 13.1 s/v No -- --

6. Eagle Road at AM 5∅ Traffic
D

30.8 s/v C 30.0 s/v C 29.9 s/v C 0.0 s/v No -- --
Ramona Expressway PM Signal 30.1 s/v C 29.2 s/v C 28.7 s/v C 0.0 s/v No -- --

7. Eagle Road at AM One-Way
D

41.3 s/v E 21.5 s/v C 25.5 s/v D 4.0 s/v No -- --
Idyllwild Drive PM Stop 12.2 s/v B 11.5 s/v B 12.9 s/v B 1.4 s/v No -- -- Notes:
 s/v = seconds per vehicle (delay)
 LOS = Level of Service
 Bold HCM/LOS values indicate adverse service levels based on the LOS standards defined in this report LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc 23 9.0 TRAFFIC SIGNAL WARRANT ANALYSIS
The level of service analyses at the key unsignalized impacted study intersections that are recommended to be signalized are supplemented with an assessment of the need for signalization of those intersections. This assessment is made on the basis of signal warrant criteria adopted by Caltrans. For this study, the need for signalization is assessed on the basis of the peak-hour traffic signal warrant, Warrant #3 described in the California Manual on Uniform Traffic Control Devices (MUTCD). Warrant #3 has two parts: 1) Part A evaluates peak hour vehicle delay for traffic on the minor street approach with the highest delay and 2) Part B evaluates peak-hour traffic volumes on the major and minor streets. This method provides an indication of whether peak-hour traffic conditions or peak-hour traffic volume levels are, or would be, sufficient to justify installation of a traffic signal. Other traffic signal warrants are available; however, they cannot be checked under future conditions because they rely on data for which forecasts are not available (such as accidents, pedestrian volume, and four- or eight-hour vehicle volumes).

The decision to install a traffic signal should not be based purely on the warrants alone. Instead, the installation of a signal should be considered, and further analysis performed when one or more of the warrants are satisfied. Additionally, engineering judgment is exercised on a case-by-case basis to evaluate the effect a traffic signal will have on certain types of accidents and traffic conditions at the subject intersection as well as at adjacent intersections.

9.1 Existing Traffic Conditions
The results of the peak-hour traffic signal warrant analysis for Existing traffic conditions are summarized in column (1) of Table 9-1. The results indicate that the intersection of State Street at Community College Drive has existing traffic conditions that would exceed the volume thresholds of Warrant #3, Part B for the AM peak hour.

9.2 Year 2026 Cumulative Traffic Conditions
The results of the peak-hour traffic signal warrant analysis for Year 2026 Cumulative traffic conditions are summarized in column (2) of Table 9-1. The results indicate that the intersection of State Street at Community College Drive has future traffic conditions that would exceed the volume thresholds of Warrant #3, Part B for the AM peak hour.

9.3 Year 2026 Cumulative Plus Project Traffic Conditions The results of the peak-hour traffic signal warrant analysis for Year 2026 Cumulative Plus Project traffic conditions are summarized in column (3) of Table 9-1. The results indicate that the intersection of State Street at Community College Drive has future traffic conditions that would exceed the volume thresholds of Warrant #3, Part B for the AM peak hour.

The analysis and the recommended improvements show that the above-mentioned intersection under Year 2026 Cumulative Plus Project traffic conditions is recommended to be signalized. With signalization of this intersection, which is warranted under existing traffic conditions, this intersection is forecast to operate at acceptable service levels during the AM and PM peak hours.

The Traffic Signal Warrant Analysis worksheets for the intersection of State Street at Community College Drive are contained in Appendix E.

2. State Street at AM No Yes No Yes No Yes
Community College Drive PM No No No No No No
Notes:
 Signal Warrant checks based on Warrant 3, Part A - Peak-Hour Delay Warrant and Part B - Peak-Hour Volume Warrant contained in the California MUTCD.
12 Appendix G contains the Traffic Signal Warrant Analysis worksheets for the key unsignalized impacted study intersections.

10.1 Level of Service Analysis For Project Access Locations As shown previously in Figure 2-2, vehicular access to the proposed Project will be provided via one (1) right-turn in/right-turn out only unsignalized driveway located along State Street (i.e. Project Driveway No. 1), two (2) right-turn in/right-turn out only unsignalized driveways located along Ramona Expressway (i.e. Project Driveway No. 2 and Project Driveway No. 4), one (1) full access signalized driveway located along Ramona Expressway, located directly opposite Village at San Jacinto (i.e. Project Driveway No. 3) and two (2) full-access unsignalized driveways located along Eagle Road (i.e. Project Driveway No. 5 and Project Driveway No. 6). It should be noted that there is one additional driveway located at the southeast corner of the project site along Eagle Road that will provide truck access to Major 3, Major 4 and Major 5.

Table 10-1 summarizes the intersection operations at the proposed project driveways under Year 2026 Cumulative Plus Project traffic conditions. It should be noted that the values for the intersection of Village at San Jacinto/Project Driveway No. 3 at Ramona Expressway are the same as the values previously reported in Table 8-1. Review of Table 10-1 shows that all six (6) Project Driveways are forecast to operate at an acceptable LOS C or better during the AM and PM peak hours for Year 2026 Cumulative Plus Project traffic conditions. As such, project access will be adequate.

Appendix F presents the Year 2026 Cumulative Plus Project level of service calculation worksheets for the six (6) proposed Project driveways.

10.2 Project Driveway Queuing Analysis
Table 10-2 presents the project driveway queuing analysis results for the six (6) Project driveways as well as for the proposed dual northbound left-turn lanes at the intersection of State Street at Ramona Expressway for Year 2026 Cumulative Plus Project traffic conditions. Review of Table 10-2 indicates that adequate storage will be provided to accommodate the forecast 95th percentile queues under Year 2026 Cumulative Plus Project traffic conditions for all outbound movements at the six (6) Project driveways. Although the 95th percentile queue for the dual northbound left-turn lanes at the intersection of State Street at Ramona Expressway is not accommodated during the AM and PM peak hours, it should be noted that the average queue is accommodated during both the AM and PM peak hours. It should also be noted that Project Driveway No. 5 and No. 6 along Eagle Road are adequately spaced and that queuing into the Project site at these driveways is not anticipated to affect vehicles entering/exiting Buckingham Drive.

As requested by City staff, the need for an eastbound right-turn deceleration lane and an eastbound departure acceleration lane at Project Driveway No. 2, Village at San Jacinto/Project Driveway No. 3, and Project Driveway No. 4 along Ramona Expressway was evaluated. Per the Highway Capacity Manual 2000, “an exclusive right-turn lane should be considered if the right-turn volume exceeds 300 veh/h and the adjacent mainline volume exceeds 300 veh/h/ln.” Based on review of the forecast peak hour right-turning volumes (i.e. less than 300 right-turns) and the peak hour level of service LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc 27 calculations, an eastbound deceleration lane is not needed at Project Driveways No. 2, No. 3 and No.

4. Furthermore, due to the close project driveway spacing along the Ramona Expressway project frontage, an acceleration lane is not feasible, due to the required transition length and potential conflicting weaving movements between the driveways.

10.3 Internal Circulation Evaluation
The on-site circulation layout of the proposed Project as illustrated in Figure 2-2 on an overall basis is adequate. Curb return radii have been confirmed and are generally adequate for small service/delivery (FedEx, UPS) trucks, trash trucks and fueling trucks.

PROJECT DRIVEWAY PEAK HOUR LEVELS OF SERVICE SUMMARY
Project Driveway
Time
Period
Intersection
Control
Year 2026
Cumulative Plus Project
Traffic Conditions
HCM (s/v) LOS
A.

State Street at AM One–Way 14.7 s/v B
Project Driveway No. 1 PM Stop 19.2 s/v C
B.

Project Driveway No. 2 at AM One–Way 12.5 s/v B
Ramona Expressway PM Stop 18.0 s/v C

5. Village at San Jacinto/Project Dwy No. 3 at AM 5∅ Traffic 14.9 s/v B Ramona Expressway PM Signal 22.8 s/v C
C.

Project Driveway No. 4 at AM One–Way 12.3 s/v B
Ramona Expressway PM Stop 17.3 s/v C
D.

Eagle Road at AM One–Way 9.4 s/v A
Project Driveway No. 5 PM Stop 9.1 s/v A
E.

Eagle Road at AM One–Way 10.7 s/v B
Project Driveway No. 6 PM Stop 10.6 s/v B
Note:
 s/v = seconds per vehicle
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc 29 TABLE 10-2
PROJECT DRIVEWAY PEAK HOUR QUEUING ANALYSIS13
Key Intersection
Provided/
Proposed
Storage
(feet)
Year 2026 Cumulative Plus Project
Traffic Conditions
AM Peak Hour PM Peak Hour
Max.

Queue
(feet)
Adequate
Storage
(Yes / No)
Max.

Queue
(feet)
Adequate
Storage
(Yes / No)

3. State Street at
Ramona Expressway
Dual Northbound Left-Turn Lanes 165’ 232’ No [a] 312’ No [a] A.

State Street at
Project Driveway No. 1
Westbound Right-Turn Lane 190’ 25’ Yes 43’ Yes
B. Project Driveway No. 2 at
Ramona Expressway
Northbound Right-Turn Lane 120’ 25’ Yes 25’ Yes

5. Village at San Jacinto/Project Driveway No. 3 at
Ramona Expressway
Dual Northbound Left-Turn Lanes 120’ 91’ Yes 170’ Yes [b] Northbound Shared Through/Right-Turn Lane 120’ 43’ Yes 75’ Yes Westbound Left-Turn Lane 250’ 100’ Yes 156’ Yes
C.

Project Driveway No. 4 at
Ramona Expressway
Northbound Right-Turn Lane 135’ 25’ Yes 25’ Yes
D. Eagle Road at
Project Driveway No. 5
Eastbound Shared Left-Turn/Right-Turn Lane 40’ 25’ Yes 25’ Yes E. Eagle Road at
Project Driveway No. 6
Eastbound Shared Left-Turn/Right-Turn Lane 65’ 25’ Yes 25’ Yes Note:
[a] Although the 95th percentile queue exceeds the proposed left-turn pocket storage, it should be noted that the average queue of 136’ in the AM peak hour and 198’ in the PM peak hour can be accommodated. It should be noted that a portion of the 198’ PM peak hour average queue will be accommodated within the turn pockets 120’ transition area. [b] Although the queue exceeds the proposed left-turn pocket storage, additional throated storge is provided to accommodate the ±50 feet of additional left-turn queuing.
13 Queue is based on the 95th Percentile Queue and is reported in total queue length (feet) per lane.

1. Address the impact of existing traffic, Project traffic and future non-project (ambient traffic growth and related projects) traffic, and

2. Improve Levels of Service to an acceptable range and/or to pre-project conditions.

11.1 Project-Specific Access Improvements
The following Project features will be constructed by the proposed Project to ensure that adequate ingress and egress to the Project site is provided along Ramona Expressway and State Street:
 Intersection No. 3 – State Street at Ramona Expressway: Restripe the south leg of the intersection to provide the northbound approach with a second northbound left-turn lane and convert the northbound right-turn lane to a shared northbound through/right-turn lane. Modify the existing traffic signal, as necessary. The installation of this improvement is subject to the approval of the City of San Jacinto.
 Intersection No. 5 – Village at San Jacinto/Project Driveway No. 3 at Ramona Expressway:

11.2 Year 2026 Recommended Improvements
The results of Year 2026 Plus Project traffic conditions indicate that two (2) of the seven (7) key study intersections are forecast to operate at an adverse level of service during the AM and/or PM peak hour when compared to the LOS criteria defined in this report. The improvements listed below have been identified at the deficient locations to improve these intersections to either acceptable service levels or offsets the increase in delay due to the Project:
 Intersection No. 2 – State Street at Community College Drive: Install a traffic signal and design for five-phase operation with protected left-turn phasing on State Street. Stripe crosswalks on all legs. The installation of these improvements is subject to the approval of the City of San Jacinto.  Intersection No. 3 – State Street at Ramona Expressway: Modify the existing traffic signal to provide an eastbound right-turn overlap and a westbound right-turn overlap. The installation of these improvements is subject to the approval of the City of San Jacinto.

12.1 Year 2026 Cumulative Plus Project Traffic Conditions Table 12-1 presents the AM and PM peak hours Project fair share percentages at the key study intersections that are forecast to operate at adverse levels of service in Year 2026 Cumulative Plus Project traffic conditions. As presented in Table 12-1, the first column (1) presents the Project only traffic volume. The second column (2) presents the existing traffic volume at the intersection. The third column (3) presents the Year 2026 Cumulative Plus Project traffic volumes. The fourth column (4) represents the Project fair share based on the following formula:
 Project Fair Share (4) = Column (1)/[Column (3) – Column (2)]*100 The Project fair share percentages (most adverse time period) for the two (2) adverse intersections for Year 2026 Cumulative Plus Project traffic conditions that require physical improvements are shown below:
 2. State Street at Community College Drive 50.34%
 3. State Street at Ramona Expressway 26.46%
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc 33 TABLE 12-1
YEAR 2026 CUMULATIVE PLUS PROJECT TRAFFIC CONDITIONS

FAIR SHARE CONTRIBUTION
Key Intersection
Impacted
Time
Period
(1) (2) (3) (4)
Project
Only
Volume
Existing
Volume
Year 2026
Cumulative Plus
Project Volume
Project
Fair Share
Responsibility

2. State Street at AM 96 1,609 1,862 37.94%
Community College Drive PM 147 1,418 1,710 50.34%

3. State Street at AM -- -- -- --
Ramona Expressway PM 335 3,506 4,772 26.46%
Notes:
 Project Fair Share (4) = Column (1) / [Column (3) – Column (2)]  Bold Project Fair Share Responsibility is based on worse case LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc 34 13.0 MULTIMODAL CIRCULATION
The on-site circulation layout of the proposed Project as illustrated in Figure 2-2 on an overall basis is adequate for drivers, pedestrians, bicycles, and public transit users.

Pedestrian Circulation
Pedestrian circulation would be provided via existing public sidewalks located along the State Street project frontage and proposed sidewalks located along the Ramona Expressway and Eagle Road project frontages, which will connect to the Project’s internal walkways. The Project will protect the existing sidewalk along the State Street Project frontage and if necessary, repair or reconstruct sidewalks along the project frontage per the City’s request. The intersection of Village at San Jacinto/Project Driveway No. 3 at Ramona Expressway will provide crosswalks along all legs with construction of the proposed Project, which will provide pedestrians convenient access from the Project site across Ramona Expressway. The existing sidewalk system within the Project vicinity provides direct connectivity to the surrounding residential communities, as well as public transit along State Street.

Bike Lanes
A Class II Bike Lane currently exists along Ramona Expressway (i.e. on both sides of the street), west and east of State Street. A Class II Bike Lane also currently exists along Eagle Road (i.e. on both sides of the street), north and south of Ramona Expressway.

Public Transit
Public transit bus service is provided in the Project area by the Riverside Transit Agency (RTA).

Section 3.2 contains descriptions for the following transit route:
 City Route 44
The bus stops nearest to the Project site are located along State Street on the west side just north of Idyllwild Drive, and on the east side just north of Ramona Expressway.

Per the Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, there are three types of screening to screen projects from project-level VMT assessments. The three screening steps are described below. The results of each screening step applied to the proposed Project is also discussed. It should be noted that the project only needs to satisfy one of the three screening steps.

Step 1: Transit Priority Area (TPA) Screening
Projects located within a transit priority area (TPA) may be presumed to have a less than significant impact absent substantial evidence to the contrary. This presumption may NOT be appropriate if the project:

1. Has a Floor Area Ratio (FAR) of less than 0.75;

2. Includes 5% or more parking for use by residents, customers, or employees of the project than required by the City;

3. Is inconsistent with the applicable Sustainable Communities Strategy; or

4. Replaces affordable residential units with a smaller number of moderate- or high-income residential units.
 Based on the WRCOG screening tool, the project site is not located within a Transit Priority Area (TPA). Therefore, Project Screening Step 1: Transit Priority Area (TPA) Screening is not satisfied.

Step 2: Low VMT Area Screening
Residential and office projects located within a low VMT-generating area may be presumed to have a less than significant impact absent substantial evidence to the contrary. In addition, other employment-related and mixed-use land use projects may qualify for the use of screening if the project can reasonably be expected to generate VMT per resident, per worker, or per service population that is similar to the existing land uses in the low VMT area. To identify if the project is in a low-VMT-generating area, the analyst may review the WRCOG screening tool and apply the appropriate threshold.

Appendix G contains the WRCOG VMT Screening Tool Data.

Step 3: Project Type Screening
Local serving retail projects less than 150,000 square feet may be presumed to have a less than significant impact absent substantial evidence to the contrary. Local serving retail generally improves the convenience of shopping close to home and has the effect of reducing vehicle travel.  As stated in Section 2.0, the proposed Project will consist of a maximum of 114,135 square foot (SF) shopping center with 105,348 SF of retail/grocery/food uses, a gas station with 16 vehicle fueling positions and a 5,198 SF convenience market, and a 3,589 SF express car wash with a 110-foot wash tunnel. Therefore, based on the Step 3: Project Type Screening criteria, this project could be screened from a VMT analysis, and could be presumed to have a less than significant impact on VMT per the City’s guidelines.

14.1 VMT Analysis Conclusion
Based on the City’s guidelines, the proposed Project satisfies Step 2: Low VMT Area Screening and Step 3: Project Type Screening. Therefore, this project could be screened from a VMT analysis, and could be presumed to have a less than significant impact on VMT per the City’s guidelines.

Vehicular access to the proposed Project will be provided via one (1) right-turn in/right-turn out only unsignalized driveway located along State Street (i.e. Project Driveway No. 1), two (2) right-turn in/right-turn out only unsignalized driveways located along Ramona Expressway (i.e.

Project Driveway No. 2 and Project Driveway No. 4), one (1) full access signalized driveway located along Ramona Expressway, located directly opposite Village at San Jacinto (i.e. Project Driveway No. 3) and two (2) full-access unsignalized driveways located along Eagle Road (i.e.

Project Driveway No. 5 and Project Driveway No. 6). It should be noted that there is one additional driveway located at the southeast corner of the project site along Eagle Road that will provide truck access to Major 3, Major 4 and Major 5.
 Study Scope – The following seven (7) key study intersections were selected for detailed peak hour level of service analyses under Existing Traffic Conditions, Year 2026 Cumulative Traffic Conditions, and Year 2026 Cumulative Plus Project Traffic Conditions.

Key Study Intersections

1. State Street at Quandt Ranch Road

2. State Street at Community College Drive

3. State Street at Ramona Expressway

4. State Street at Idyllwild Drive

5. Village at San Jacinto/Project Driveway No. 3 at Ramona Expressway

6. Eagle Road at Ramona Expressway

7. Eagle Road at Idyllwild Drive
 Existing Traffic Conditions – The intersections of State Street at Community College Drive and Eagle Road at Idyllwild Drive currently operate at unacceptable LOS E during the AM peak hour. The remaining five (5) key study intersections currently operate at an acceptable level of service during the AM and PM peak hours.
 Project Trip Generation – The proposed Project is forecast to generate approximately 11,265 daily trips, with 479 trips (282 inbound, 197 outbound) forecast during the AM peak hour and 737 trips (356 inbound, 381 outbound) forecast during the PM peak hour.

AM Peak Hour PM Peak Hour
Key Intersection HCM LOS HCM LOS

2. State Street at Community College Drive 54.7 s/v F 42.7 s/v E

3. State Street at Ramona Expressway -- -- 69.8 s/v E
The implementation of recommended improvements at the deficient locations improves these intersections to acceptable service levels.

 Traffic Signal Warrant Analysis – The results of the peak-hour traffic signal warrant analysis indicate that the intersection of State Street at Community College Drive has existing traffic conditions that would exceed the volume thresholds of Warrant #3, Part B for the AM peak hour.

The results of the peak-hour traffic signal warrant analysis for Year 2026 Cumulative Plus Project traffic conditions also indicate that the intersection of State Street at Community College Drive has future traffic conditions that would exceed the volume thresholds of Warrant #3, Part B for the AM peak hour. The analysis and the recommended improvements show that the above-mentioned intersection under Year 2026 Cumulative Plus Project traffic conditions is recommended to be signalized. With signalization of this intersection, which is warranted under existing traffic conditions, this intersection is forecast to operate at acceptable service levels during the AM and PM peak hours. Thus, it is concluded that a traffic signal is justified at the above mentioned unsignalized intersection.
 Site Access and Internal Circulation Evaluation – All six (6) Project Driveways are forecast to operate at an acceptable LOS C or better during the AM and PM peak hours for Year 2026 Cumulative Plus Project traffic conditions. As such, project access will be adequate.

Adequate storage will be provided to accommodate the forecast 95th percentile queues under Year 2026 Cumulative Plus Project traffic conditions for all outbound movements at the six (6) Project driveways. Although the 95th percentile queue for the dual northbound left-turn lanes at the intersection of State Street at Ramona Expressway is not accommodated during the AM and PM peak hours, it should be noted that the average queue is accommodated during both the AM and PM peak hours. It should also be noted that Project Driveway No. 5 and No. 6 along Eagle LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\4559 - Ramona Expressway and State Street Shopping Center, San Jacinto TIA 1-25-24.doc 39 Road are adequately spaced and that queuing into the Project site at these driveways is not anticipated to affect vehicles entering/exiting Buckingham Drive.

As requested by City staff, the need for an eastbound right-turn deceleration lane and an eastbound departure acceleration lane at Project Driveway No. 2, Village at San Jacinto/Project Driveway No. 3, and Project Driveway No. 4 along Ramona Expressway was evaluated. Per the Highway Capacity Manual 2000, “an exclusive right-turn lane should be considered if the rightturn volume exceeds 300 veh/h and the adjacent mainline volume exceeds 300 veh/h/ln.” Based on review of the forecast peak hour right-turning volumes (i.e. less than 300 right-turns) and the peak hour level of service calculations, an eastbound deceleration lane is not needed at Project Driveways No. 2, No. 3 and No. 4. Furthermore, due to the close project driveway spacing along the Ramona Expressway project frontage, an acceleration lane is not feasible, due to the required transition length and potential conflicting weaving movements between the driveways.

The on-site circulation layout of the proposed Project on an overall basis is adequate. Curb return radii have been confirmed and are generally adequate for small service/delivery (FedEx, UPS) trucks, trash trucks and fueling trucks.
 Project-Specific Access Improvements – The following Project features will be constructed by the proposed Project to ensure that adequate ingress and egress to the Project site is provided along Ramona Expressway:
 Intersection No. 3 – State Street at Ramona Expressway: Restripe the south leg of the intersection to provide the northbound approach with a second northbound left-turn lane and convert the northbound right-turn lane to a shared northbound through/right-turn lane. Modify the existing traffic signal, as necessary. The installation of this improvement is subject to the approval of the City of San Jacinto.  Intersection No. 5 – Village at San Jacinto/Project Driveway No. 3 at Ramona Expressway: Construct the project driveway, located directly opposite Village at San Jacinto and provide one inbound lane and three outbound lanes (i.e. dual northbound leftturn lanes and one northbound shared through/right-turn lane). Stripe crosswalks on the south, west, and east legs. Modify the existing traffic signal, as necessary. The installation of this improvement is subject to the approval of the City of San Jacinto.  Year 2026 Cumulative Plus Project Traffic Improvements – The results of Year 2026 Plus Project traffic conditions indicate that two (2) of the seven (7) key study intersections are forecast to operate at an adverse level of service during the AM and/or PM peak hour when compared to the LOS criteria defined in this report. The improvements listed below have been identified at the deficient locations to improve these intersections to either acceptable service levels or offsets the increase in delay due to the Project:

The installation of these improvements is subject to the approval of the City of San Jacinto.
 Year 2026 Cumulative Plus Project Fair Share Analysis – The Project fair share percentages (most adverse time period) for the two (2) adverse intersections for Year 2026 Cumulative Plus Project traffic conditions that require physical improvements are shown below:
 2. State Street at Community College Drive 50.34%
 3. State Street at Ramona Expressway 26.46%
 Vehicle Miles Traveled (VMT) Analysis – Based on the City’s guidelines, the proposed Project satisfies Step 2: Low VMT Area Screening and Step 3: Project Type Screening. Therefore, this project could be screened from a VMT analysis, and could be presumed to have a less than significant impact on VMT per the City’s guidelines.

APPENDIX A

TRAFFIC STUDY SCOPE OF WORK
A-1
Traffic Impact Analysis -14- April 2008
Preparation Guide
Exhibit B

SCOPING AGREEMENT FOR TRAFFIC IMPACT STUDY
This letter acknowledges the Riverside County Transportation Department requirements for traffic impact analysis of the following project. The analysis must follow the Riverside County Transportation Department Traffic Study Guidelines dated February 2005.

Case No. (i.e. TR, PM, CUP, PP)
Related Cases -
SP No. Provide SP No. and list of other approved or active projects within the SP.

EIR No.

GPA No.

CZ No.

Project Name:

Project Address:

Project Description:

Consultant Developer
Name:

Address:

Telephone:

Fax:

A. Trip Generation Source: (ITE 7th Edition or other)
Current GP Land Use Provide General Plan Land
Use Designation (e.g.: MDR,
CR, etc)
Proposed Land Use
Current Zoning Proposed Zoning
Current Trip Generation Proposed Trip Generation
In Out Total In Out Total
AM Trips
PM Trips
Internal Trip Allowance Yes No ( % Trip Discount)
Pass-By Trip Allowance Yes No ( % Trip Discount)
A passby trip discount of 25% is allowed for appropriate land uses. The passby trips at adjacent study area intersections and project driveways shall be indicated on a report figure.

B. Trip Geographic Distribution: N % S % E % W %
(attach exhibit for detailed assignment)
C. Background Traffic
Project Build-out Year: Provide realistic opening year, considering time needed for approvals and construction.

Phase Year(s) _________________
Annual Ambient Growth Rate: %
Other area projects to be analyzed:

Model/Forecast methodology
A-2
□ □
□ □
Ramona Expressway and State Street Shopping Center SEC of State Street and Ramona Expressway, San Jacinto - See attached Figure 1 Vicinity Map & Figure 2 Existing Site Aerial. 105,856 SF Shopping Center, 16 VFP Gas Station with 5,200 SF Convenience Store, 110' Tunnel Express Wash (3,596 SF) 2 Executive Circle, Suite 250 (949) 825-6175 Linscott, Law & Greenspan, Engineers Irvine, CA 92614 (949) 825-6173 Rich Development Company 600 N Tustin Avenue, Suite #150 Santa Ana, CA 92705 ITE 11th Edition Trip Generation Manual Community Commercial Community Commercial -- -- --
--
--
--
--
-- 283 357 198 383 481 740 ✔
✔ See Table 1. 25 35 20 20 2024 2
N/A List of cumulative projects will be based on coordination with San Jacinto. N/A See attached Table 1 Project Traffic Generation Forecast.

The passby trips at adjacent study area intersections and project driveways shall be indicated on a report figure. See attached Figure 4 Project Traffic Distribution Pattern.

December 2020.

Traffic Impact Analysis -15- April 2008
Preparation Guide
Exhibit B – Scoping Agreement – Page 2
D. Study intersections: (NOTE: Subject to revision after other projects, trip generation and distribution are determined, or comments from other agencies.)

1. 2.

3. 4.

5. E. Study Roadway Segments: (NOTE: Subject to revision after other projects, trip generation and distribution are determined, or comments from other agencies.)

1. 2.

3. 4.

5. E. Other Jurisdictional Impacts
Is this project within a City’s Sphere of Influence or one-mile radius of City boundaries? Yes No If so, name of City Jurisdiction:

F. Site Plan (please attach reduced copy)
G. Specific issues to be addressed in the Study (in addition to the standard analysis described in the Guideline) (To be filled out by Transportation Department) (NOTE: If the traffic study states that “a traffic signal is warranted” (or “a traffic signal appears to be warranted,” or similar statement) at an existing unsignalized intersection under existing conditions, 8-hour approach traffic volume information must be submitted in addition to the peak hourly turning movement counts for that intersection.) H. Existing Conditions
Traffic count data must be new or recent. Provide traffic count dates if using other than new counts.

Date of counts______________________________________________________________________ *NOTE* Traffic Study Submittal Form and appropriate fee must be submitted with, or prior to submittal of this form. Transportation Department staff will not process the Scoping Agreement prior to receipt of the fee.

Recommended by:
______________________________ _________
Consultant’s Representative Date
Scoping Agreement Submitted on _____________
Revised on ___________________
Approved Scoping Agreement:
_________________________ ________
Riverside County Transportation Date
Department

6. 7.

8. 9.

10. 6.

7. 8.

9. 10.

A-3
□ □
State Street at Quandt Ranch Road Eagle Road at Idyllwild Drive State Street at Community College Drive State Street at Project Dwy No. 1 (right-in/right-out) State Street at Ramona Expressway Project Dwy No. 2 at Ramona Expressway (right-in/right-out) State Street at Idyllwild Drive Project Dwy No. 4 at Ramona Expressway (right-in/right-out) Village at San Jacinto/Project Dwy No. 3 at Ramona Expressway Eagle Road at Project Dwy No. 5 (full access) N/A ✔ Riverside County VMT Screening Analysis, On-Site Circulation, Driveway LOS Calculations, Evaluate the need for acceleration/deceleration lanes at Ramona Expressway driveways New traffic counts will be conducted to reflect existing baseline conditions. 6-2-22 See attached Figure 3 Proposed Site Plan. See attached Figure 1 Vicinity Map.

City of San Jacinto

6. Eagle Road at Ramona Expressway 12. Eagle Road at Project Dwy No. 6 (full access)

7. 8.

9. 10.

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VICINITY MAP

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SOURCE: GOOGLE
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FIGURE 3

PROPOSED SITE PLAN

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TABLE 1

PROJECT TRIP GENERATION RATES AND FORECAST
1 F

RAMONA EXPRESSWAY AND STATE STREET SHOPPING CENTER, SAN JACINTO ITE Land Use Code /
Project Description
Daily
2-Way
AM Peak Hour PM Peak Hour
Enter Exit Total Enter Exit Total
Generation Rates:
▪ 821: Shopping Plaza [40k – 150k With Supermarket]
(TE/TSF)

94.49 62% 38% 3.53 48% 52% 9.03
▪ 945: Gasoline Service Station With Convenience Store [GFA 4 – 5.5k] (TE/VFP)
2 257.13 50% 50% 27.04 50% 50% 22.76
▪ Express Car Wash (TW/LFWT)
3 8.663 0.275 0.204 0.479 0.450 0.463 0.913
Proposed Project Generation Forecast:
▪ Retail (105,856 SF) 10,002 232 142 374 459 497 956
Pass-By (Daily: 25%, AM: 10%, PM: 40%)
4 -2,501 -23 -14 -37 -184 -198 -382
Subtotal 7,501 209 128 337 275 299 574
▪ Gas Station with Convenience Store (16 VFP) 4,114 216 217 433 182 182 364 Pass-By (Daily: 25%, AM: 76%, PM: 75%)
4 -1,029 -164 -165 -329 -137 -136 -273
Subtotal 3,085 52 52 104 45 46 91
▪ Express Wash (110 Feet) 953 30 23 53 50 50 100
Pass-By (Daily: 25%, AM: 25%, PM: 25%)
4 -238 -8 -5 -13 -13 -12 -25
Subtotal 715 22 18 40 37 38 75
Total Net Proposed Project Trip Generation Forecast 11,301 283 198 481 357 383 740 Note:
▪ TE/TSF = Trip End per Thousand Square Feet
▪ TE/VFP = Trip End per Vehicle Fueling Position
▪ TE/LFWT = Trip End per Linear Feet Wash Tunnel
1 Source: Trip Generation, 11th Edition, Institute of Transportation Engineers, (ITE) [Washington, D.C. (2021)]. 2 The proposed convenience store is 5,200 SF.
3 Trip Generation Manual, 11th Edition does not include trip generation rates for the express car wash land use. The trip rates are derived from traffic counts conducted on Friday, February 7, 2014 at the Victorville Speedwash located at 12147 Industrial Boulevard, Victorville. 4 Pass-By Trips are trips made as intermediate stops on the way from an origin to a primary trip destination. Pass-by trips are attracted from traffic passing the site on adjacent streets, which contain direct access to the generator. For this analysis, the following pass-by reduction factors were used (Source: Trip Generation Manual, 11th Edition, ITE 2021):
▪ 821: Shopping Plaza: Daily/AM peak hour/PM peak hour = 25% (assumed)/10% (assumed)/40% ▪ 945: Gas Station with Convenience Store: Daily/AM peak hour/PM peak hour = 25% (assumed)/76%/75% ▪ Express Wash: Daily/AM peak hour/PM peak hour = 25% (assumed)/25% (assumed)/25% (assumed) A-8
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LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\Appendix\4559 Dividers.doc

APPENDIX B

EXISTING TRAFFIC COUNT DATA
B-1
File Name : 01_SJC_State_QR AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Quandt Ranch Road
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Quandt Ranch Road
Westbound
State Street
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 2 61 63 24 4 28 257 12 269 360
07:15 AM 1 57 58 29 6 35 232 13 245 338
07:30 AM 2 60 62 8 4 12 203 15 218 292
07:45 AM 0 69 69 8 5 13 192 3 195 277
Total 5 247 252 69 19 88 884 43 927 1267
08:00 AM 1 44 45 5 4 9 167 8 175 229
08:15 AM 0 66 66 11 1 12 165 2 167 245
08:30 AM 0 59 59 4 5 9 197 7 204 272
08:45 AM 1 64 65 8 1 9 157 6 163 237
Total 2 233 235 28 11 39 686 23 709 983
Grand Total 7 480 487 97 30 127 1570 66 1636 2250
Apprch % 1.4 98.6 76.4 23.6 96 4
Total % 0.3 21.3 21.6 4.3 1.3 5.6 69.8 2.9 72.7
State Street
Southbound
Quandt Ranch Road
Westbound
State Street
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 2 61 63 24 4 28 257 12 269 360
07:15 AM 1 57 58 29 6 35 232 13 245 338
07:30 AM 2 60 62 8 4 12 203 15 218 292
07:45 AM 0 69 69 8 5 13 192 3 195 277
Total Volume 5 247 252 69 19 88 884 43 927 1267
% App. Total 2 98 78.4 21.6 95.4 4.6
PHF .625 .895 .913 .595 .792 .629 .860 .717 .862 .880
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-2

I I I I
File Name : 01_SJC_State_QR AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Quandt Ranch Road
Weather: Clear
State Street
Quandt Ranch Road
State Street
Thru
247
Left
5 Out In Total
903 252 1155
Right
19 Left
69 Out Total In
48 88 136
Thru
884
Right
43 Out In Total
316 927 1243
Peak Hour Begins at 07:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM
+0 mins. 2 61 63 24 4 28 257 12 269
+15 mins. 1 57 58 29 6 35 232 13 245
+30 mins. 2 60 62 8 4 12 203 15 218
+45 mins. 0 69 69 8 5 13 192 3 195
Total Volume 5 247 252 69 19 88 884 43 927
% App. Total 2 98 78.4 21.6 95.4 4.6
PHF .625 .895 .913 .595 .792 .629 .860 .717 .862
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-3
I I I
I
I ►
I __J
-- L__ __J
File Name : 01_SJC_State_QR PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Quandt Ranch Road
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Quandt Ranch Road
Westbound
State Street
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 5 148 153 6 0 6 111 9 120 279
04:15 PM 2 146 148 8 1 9 112 13 125 282
04:30 PM 6 132 138 11 2 13 120 10 130 281
04:45 PM 5 132 137 6 0 6 123 9 132 275
Total 18 558 576 31 3 34 466 41 507 1117
05:00 PM 4 154 158 8 1 9 125 11 136 303
05:15 PM 4 207 211 6 0 6 139 9 148 365
05:30 PM 7 136 143 10 3 13 123 12 135 291
05:45 PM 6 150 156 10 1 11 95 18 113 280
Total 21 647 668 34 5 39 482 50 532 1239
Grand Total 39 1205 1244 65 8 73 948 91 1039 2356
Apprch % 3.1 96.9 89 11 91.2 8.8
Total % 1.7 51.1 52.8 2.8 0.3 3.1 40.2 3.9 44.1
State Street
Southbound
Quandt Ranch Road
Westbound
State Street
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 4 154 158 8 1 9 125 11 136 303
05:15 PM 4 207 211 6 0 6 139 9 148 365
05:30 PM 7 136 143 10 3 13 123 12 135 291
05:45 PM 6 150 156 10 1 11 95 18 113 280
Total Volume 21 647 668 34 5 39 482 50 532 1239
% App. Total 3.1 96.9 87.2 12.8 90.6 9.4
PHF .750 .781 .791 .850 .417 .750 .867 .694 .899 .849
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-4

I I I I
File Name : 01_SJC_State_QR PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Quandt Ranch Road
Weather: Clear
State Street
Quandt Ranch Road
State Street
Thru
647
Left
21 Out In Total
487 668 1155
Right
5 Left
34 Out Total In
71 39 110
Thru
482
Right
50 Out In Total
681 532 1213
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 04:45 PM
+0 mins. 4 154 158 8 1 9 123 9 132
+15 mins. 4 207 211 6 0 6 125 11 136
+30 mins. 7 136 143 10 3 13 139 9 148
+45 mins. 6 150 156 10 1 11 123 12 135
Total Volume 21 647 668 34 5 39 510 41 551
% App. Total 3.1 96.9 87.2 12.8 92.6 7.4
PHF .750 .781 .791 .850 .417 .750 .917 .854 .931
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-5
I I I
I
I ►
I __J
-- L__ __J
File Name : 02_SJC_State_CC AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Community College Drive
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Community College Drive
Westbound
State Street
Northbound
Community College Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 9 63 0 72 1 0 14 15 1 276 6 283 0 1 4 5 375
07:15 AM 20 108 1 129 1 1 31 33 3 280 3 286 0 0 3 3 451 07:30 AM 23 107 0 130 4 1 9 14 1 236 21 258 0 0 3 3 405 07:45 AM 13 85 1 99 11 0 12 23 3 217 33 253 2 0 1 3 378 Total 65 363 2 430 17 2 66 85 8 1009 63 1080 2 1 11 14 1609 08:00 AM 8 59 1 68 3 0 8 11 2 182 19 203 1 0 6 7 289
08:15 AM 13 81 0 94 3 0 8 11 5 183 12 200 1 0 2 3 308
08:30 AM 8 61 0 69 6 0 10 16 0 233 25 258 2 0 9 11 354
08:45 AM 4 85 0 89 9 0 9 18 2 184 29 215 0 1 5 6 328
Total 33 286 1 320 21 0 35 56 9 782 85 876 4 1 22 27 1279 Grand Total 98 649 3 750 38 2 101 141 17 1791 148 1956 6 2 33 41 2888 Apprch % 13.1 86.5 0.4 27 1.4 71.6 0.9 91.6 7.6 14.6 4.9 80.5 Total % 3.4 22.5 0.1 26 1.3 0.1 3.5 4.9 0.6 62 5.1 67.7 0.2 0.1 1.1 1.4 State Street
Southbound
Community College Drive
Westbound
State Street
Northbound
Community College Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 9 63 0 72 1 0 14 15 1 276 6 283 0 1 4 5 375
07:15 AM 20 108 1 129 1 1 31 33 3 280 3 286 0 0 3 3 451 07:30 AM 23 107 0 130 4 1 9 14 1 236 21 258 0 0 3 3 405 07:45 AM 13 85 1 99 11 0 12 23 3 217 33 253 2 0 1 3 378 Total Volume 65 363 2 430 17 2 66 85 8 1009 63 1080 2 1 11 14 1609 % App. Total 15.1 84.4 0.5 20 2.4 77.6 0.7 93.4 5.8 14.3 7.1 78.6 PHF .707 .840 .500 .827 .386 .500 .532 .644 .667 .901 .477 .944 .250 .250 .688 .700 .892 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-6
File Name : 02_SJC_State_CC AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Community College Drive
Weather: Clear
State Street
Community College Drive
Community College Drive
State Street
Right
2 Thru
363
Left
65 Out In Total
1077 430 1507
Right
66 Thru
2 Left
17 Out Total In
129 85 214
Left
8 Thru
1009
Right
63 Out In Total
391 1080 1471
Left
2 Thru
1 Right
11 Total Out In
12 14 26
Peak Hour Begins at 07:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 08:00 AM
+0 mins. 9 63 0 72 1 0 14 15 1 276 6 283 1 0 6 7
+15 mins. 20 108 1 129 1 1 31 33 3 280 3 286 1 0 2 3
+30 mins. 23 107 0 130 4 1 9 14 1 236 21 258 2 0 9 11
+45 mins. 13 85 1 99 11 0 12 23 3 217 33 253 0 1 5 6
Total Volume 65 363 2 430 17 2 66 85 8 1009 63 1080 4 1 22 27 % App. Total 15.1 84.4 0.5 20 2.4 77.6 0.7 93.4 5.8 14.8 3.7 81.5 PHF .707 .840 .500 .827 .386 .500 .532 .644 .667 .901 .477 .944 .500 .250 .611 .614 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-7
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File Name : 02_SJC_State_CC PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Community College Drive
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Community College Drive
Westbound
State Street
Northbound
Community College Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 19 148 1 168 5 0 5 10 5 125 8 138 1 0 4 5 321
04:15 PM 17 137 0 154 4 0 5 9 9 149 4 162 0 0 6 6 331
04:30 PM 19 145 1 165 12 0 6 18 7 140 8 155 0 0 3 3 341 04:45 PM 8 140 0 148 10 0 3 13 7 144 10 161 0 0 2 2 324 Total 63 570 2 635 31 0 19 50 28 558 30 616 1 0 15 16 1317 05:00 PM 16 158 1 175 4 0 6 10 5 138 6 149 0 0 4 4 338
05:15 PM 29 204 0 233 6 0 6 12 10 146 7 163 1 1 4 6 414 05:30 PM 21 145 1 167 1 1 9 11 6 137 14 157 0 0 3 3 338 05:45 PM 12 151 0 163 6 0 3 9 11 121 14 146 0 1 9 10 328 Total 78 658 2 738 17 1 24 42 32 542 41 615 1 2 20 23 1418 Grand Total 141 1228 4 1373 48 1 43 92 60 1100 71 1231 2 2 35 39 2735 Apprch % 10.3 89.4 0.3 52.2 1.1 46.7 4.9 89.4 5.8 5.1 5.1 89.7 Total % 5.2 44.9 0.1 50.2 1.8 0 1.6 3.4 2.2 40.2 2.6 45 0.1 0.1 1.3 1.4 State Street
Southbound
Community College Drive
Westbound
State Street
Northbound
Community College Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 16 158 1 175 4 0 6 10 5 138 6 149 0 0 4 4 338
05:15 PM 29 204 0 233 6 0 6 12 10 146 7 163 1 1 4 6 414 05:30 PM 21 145 1 167 1 1 9 11 6 137 14 157 0 0 3 3 338 05:45 PM 12 151 0 163 6 0 3 9 11 121 14 146 0 1 9 10 328 Total Volume 78 658 2 738 17 1 24 42 32 542 41 615 1 2 20 23 1418 % App. Total 10.6 89.2 0.3 40.5 2.4 57.1 5.2 88.1 6.7 4.3 8.7 87 PHF .672 .806 .500 .792 .708 .250 .667 .875 .727 .928 .732 .943 .250 .500 .556 .575 .856 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-8
File Name : 02_SJC_State_CC PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Community College Drive
Weather: Clear
State Street
Community College Drive
Community College Drive
State Street
Right
2 Thru
658
Left
78 Out In Total
567 738 1305
Right
24 Thru
1 Left
17 Out Total In
121 42 163
Left
32 Thru
542
Right
41 Out In Total
695 615 1310
Left
1 Thru
2 Right
20 Total Out In
35 23 58
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:30 PM 04:45 PM 05:00 PM
+0 mins. 16 158 1 175 12 0 6 18 7 144 10 161 0 0 4 4
+15 mins. 29 204 0 233 10 0 3 13 5 138 6 149 1 1 4 6
+30 mins. 21 145 1 167 4 0 6 10 10 146 7 163 0 0 3 3
+45 mins. 12 151 0 163 6 0 6 12 6 137 14 157 0 1 9 10
Total Volume 78 658 2 738 32 0 21 53 28 565 37 630 1 2 20 23 % App. Total 10.6 89.2 0.3 60.4 0 39.6 4.4 89.7 5.9 4.3 8.7 87 PHF .672 .806 .500 .792 .667 .000 .875 .736 .700 .967 .661 .966 .250 .500 .556 .575 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-9
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File Name : 03_SJC_State_Ram AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Ramona Expressway
Westbound
State Street
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 15 38 11 64 20 135 85 240 75 178 4 257 24 110 70 204 765 07:15 AM 28 64 29 121 15 146 99 260 76 186 13 275 21 85 116 222 878 07:30 AM 29 70 26 125 32 111 86 229 51 155 15 221 35 77 106 218 793 07:45 AM 21 61 15 97 29 85 79 193 50 158 15 223 52 85 110 247 760 Total 93 233 81 407 96 477 349 922 252 677 47 976 132 357 402 891 3196 08:00 AM 15 67 11 93 38 100 73 211 45 151 19 215 29 104 116 249 768 08:15 AM 23 63 14 100 39 103 73 215 38 93 12 143 24 92 112 228 686 08:30 AM 18 73 17 108 13 94 71 178 58 185 19 262 51 76 64 191 739 08:45 AM 20 64 16 100 19 80 71 170 36 119 15 170 43 103 91 237 677 Total 76 267 58 401 109 377 288 774 177 548 65 790 147 375 383 905 2870 Grand Total 169 500 139 808 205 854 637 1696 429 1225 112 1766 279 732 785 1796 6066 Apprch % 20.9 61.9 17.2 12.1 50.4 37.6 24.3 69.4 6.3 15.5 40.8 43.7 Total % 2.8 8.2 2.3 13.3 3.4 14.1 10.5 28 7.1 20.2 1.8 29.1 4.6 12.1 12.9 29.6 State Street
Southbound
Ramona Expressway
Westbound
State Street
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 28 64 29 121 15 146 99 260 76 186 13 275 21 85 116 222 878 07:30 AM 29 70 26 125 32 111 86 229 51 155 15 221 35 77 106 218 793 07:45 AM 21 61 15 97 29 85 79 193 50 158 15 223 52 85 110 247 760 08:00 AM 15 67 11 93 38 100 73 211 45 151 19 215 29 104 116 249 768 Total Volume 93 262 81 436 114 442 337 893 222 650 62 934 137 351 448 936 3199 % App. Total 21.3 60.1 18.6 12.8 49.5 37.7 23.8 69.6 6.6 14.6 37.5 47.9 PHF .802 .936 .698 .872 .750 .757 .851 .859 .730 .874 .816 .849 .659 .844 .966 .940 .911 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-10
File Name : 03_SJC_State_Ram AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Ramona Expressway
Weather: Clear
State Street
Ramona Expressway
Ramona Expressway
State Street
Right
81 Thru
262
Left
93 Out In Total
1124 436 1560
Right
337
Thru
442
Left
114
Out Total In
506 893 1399
Left
222
Thru
650
Right
62 Out In Total
824 934 1758
Left
137
Thru
351
Right
448
Total Out In
745 936 1681
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:00 AM 07:00 AM 07:30 AM
+0 mins. 28 64 29 121 20 135 85 240 75 178 4 257 35 77 106 218 +15 mins. 29 70 26 125 15 146 99 260 76 186 13 275 52 85 110 247 +30 mins. 21 61 15 97 32 111 86 229 51 155 15 221 29 104 116 249 +45 mins. 15 67 11 93 29 85 79 193 50 158 15 223 24 92 112 228 Total Volume 93 262 81 436 96 477 349 922 252 677 47 976 140 358 444 942 % App. Total 21.3 60.1 18.6 10.4 51.7 37.9 25.8 69.4 4.8 14.9 38 47.1 PHF .802 .936 .698 .872 .750 .817 .881 .887 .829 .910 .783 .887 .673 .861 .957 .946 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-11
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File Name : 03_SJC_State_Ram PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Ramona Expressway
Westbound
State Street
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 67 116 20 203 27 106 37 170 94 138 25 257 31 172 113 316 946 04:15 PM 52 99 20 171 24 94 27 145 60 121 14 195 45 178 112 335 846 04:30 PM 40 115 20 175 29 100 39 168 75 128 24 227 32 170 107 309 879 04:45 PM 57 99 21 177 27 92 42 161 86 97 15 198 37 160 102 299 835 Total 216 429 81 726 107 392 145 644 315 484 78 877 145 680 434 1259 3506 05:00 PM 41 100 24 165 20 72 31 123 91 120 30 241 28 158 87 273 802 05:15 PM 61 138 37 236 32 105 41 178 86 165 20 271 29 155 90 274 959 05:30 PM 63 104 11 178 22 95 33 150 104 111 25 240 32 189 112 333 901 05:45 PM 53 105 19 177 23 79 33 135 67 100 14 181 28 146 87 261 754 Total 218 447 91 756 97 351 138 586 348 496 89 933 117 648 376 1141 3416 Grand Total 434 876 172 1482 204 743 283 1230 663 980 167 1810 262 1328 810 2400 6922 Apprch % 29.3 59.1 11.6 16.6 60.4 23 36.6 54.1 9.2 10.9 55.3 33.8 Total % 6.3 12.7 2.5 21.4 2.9 10.7 4.1 17.8 9.6 14.2 2.4 26.1 3.8 19.2 11.7 34.7 State Street
Southbound
Ramona Expressway
Westbound
State Street
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 67 116 20 203 27 106 37 170 94 138 25 257 31 172 113 316 946 04:15 PM 52 99 20 171 24 94 27 145 60 121 14 195 45 178 112 335 846 04:30 PM 40 115 20 175 29 100 39 168 75 128 24 227 32 170 107 309 879 04:45 PM 57 99 21 177 27 92 42 161 86 97 15 198 37 160 102 299 835 Total Volume 216 429 81 726 107 392 145 644 315 484 78 877 145 680 434 1259 3506 % App. Total 29.8 59.1 11.2 16.6 60.9 22.5 35.9 55.2 8.9 11.5 54 34.5 PHF .806 .925 .964 .894 .922 .925 .863 .947 .838 .877 .780 .853 .806 .955 .960 .940 .927 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-12
File Name : 03_SJC_State_Ram PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Ramona Expressway
Weather: Clear
State Street
Ramona Expressway
Ramona Expressway
State Street
Right
81 Thru
429
Left
216
Out In Total
774 726 1500
Right
145
Thru
392
Left
107
Out Total In
974 644 1618
Left
315
Thru
484
Right
78 Out In Total
970 877 1847
Left
145
Thru
680
Right
434
Total Out In
788 1259 2047
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:00 PM 04:45 PM 04:00 PM
+0 mins. 57 99 21 177 27 106 37 170 86 97 15 198 31 172 113 316 +15 mins. 41 100 24 165 24 94 27 145 91 120 30 241 45 178 112 335 +30 mins. 61 138 37 236 29 100 39 168 86 165 20 271 32 170 107 309 +45 mins. 63 104 11 178 27 92 42 161 104 111 25 240 37 160 102 299 Total Volume 222 441 93 756 107 392 145 644 367 493 90 950 145 680 434 1259 % App. Total 29.4 58.3 12.3 16.6 60.9 22.5 38.6 51.9 9.5 11.5 54 34.5 PHF .881 .799 .628 .801 .922 .925 .863 .947 .882 .747 .750 .876 .806 .955 .960 .940 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-13
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File Name : 04_SJC_State_Idy AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Idyllwild Drive
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Idyllwild Drive
Westbound
State Street
Northbound
Idyllwild Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 7 113 14 134 11 6 28 45 4 232 9 245 12 12 2 26 450 07:15 AM 22 154 9 185 11 15 28 54 4 224 16 244 18 10 4 32 515 07:30 AM 18 167 6 191 14 15 20 49 2 177 17 196 12 19 3 34 470 07:45 AM 24 168 4 196 18 21 26 65 7 193 38 238 22 50 4 76 575 Total 71 602 33 706 54 57 102 213 17 826 80 923 64 91 13 168 2010 08:00 AM 50 153 2 205 44 41 24 109 4 155 55 214 19 76 3 98 626 08:15 AM 52 156 14 222 71 60 33 164 21 97 72 190 17 80 3 100 676 08:30 AM 6 132 13 151 56 32 19 107 10 222 38 270 12 12 2 26 554 08:45 AM 12 166 8 186 11 3 9 23 4 164 7 175 15 6 7 28 412 Total 120 607 37 764 182 136 85 403 39 638 172 849 63 174 15 252 2268 Grand Total 191 1209 70 1470 236 193 187 616 56 1464 252 1772 127 265 28 420 4278 Apprch % 13 82.2 4.8 38.3 31.3 30.4 3.2 82.6 14.2 30.2 63.1 6.7 Total % 4.5 28.3 1.6 34.4 5.5 4.5 4.4 14.4 1.3 34.2 5.9 41.4 3 6.2 0.7 9.8 State Street
Southbound
Idyllwild Drive
Westbound
State Street
Northbound
Idyllwild Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 24 168 4 196 18 21 26 65 7 193 38 238 22 50 4 76 575 08:00 AM 50 153 2 205 44 41 24 109 4 155 55 214 19 76 3 98 626 08:15 AM 52 156 14 222 71 60 33 164 21 97 72 190 17 80 3 100 676 08:30 AM 6 132 13 151 56 32 19 107 10 222 38 270 12 12 2 26 554 Total Volume 132 609 33 774 189 154 102 445 42 667 203 912 70 218 12 300 2431 % App. Total 17.1 78.7 4.3 42.5 34.6 22.9 4.6 73.1 22.3 23.3 72.7 4 PHF .635 .906 .589 .872 .665 .642 .773 .678 .500 .751 .705 .844 .795 .681 .750 .750 .899 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-14
File Name : 04_SJC_State_Idy AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Idyllwild Drive
Weather: Clear
State Street
Idyllwild Drive
Idyllwild Drive
State Street
Right
33 Thru
609
Left
132
Out In Total
839 774 1613
Right
102
Thru
154
Left
189
Out Total In
553 445 998
Left
42 Thru
667
Right
203
Out In Total
810 912 1722
Left
70 Thru
218
Right
12 Total Out In
229 300 529
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:00 AM 07:30 AM
+0 mins. 18 167 6 191 18 21 26 65 4 232 9 245 12 19 3 34 +15 mins. 24 168 4 196 44 41 24 109 4 224 16 244 22 50 4 76 +30 mins. 50 153 2 205 71 60 33 164 2 177 17 196 19 76 3 98 +45 mins. 52 156 14 222 56 32 19 107 7 193 38 238 17 80 3 100 Total Volume 144 644 26 814 189 154 102 445 17 826 80 923 70 225 13 308 % App. Total 17.7 79.1 3.2 42.5 34.6 22.9 1.8 89.5 8.7 22.7 73.1 4.2 PHF .692 .958 .464 .917 .665 .642 .773 .678 .607 .890 .526 .942 .795 .703 .813 .770 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-15
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File Name : 04_SJC_State_Idy PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Idyllwild Drive
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Idyllwild Drive
Westbound
State Street
Northbound
Idyllwild Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 19 228 16 263 27 14 28 69 11 190 26 227 23 9 16 48 607 04:15 PM 21 203 15 239 10 12 16 38 2 176 21 199 11 9 2 22 498 04:30 PM 11 212 15 238 11 14 13 38 8 192 25 225 19 6 4 29 530 04:45 PM 19 195 14 228 5 7 9 21 8 181 19 208 18 11 7 36 493 Total 70 838 60 968 53 47 66 166 29 739 91 859 71 35 29 135 2128 05:00 PM 18 196 9 223 17 6 15 38 3 217 14 234 20 8 4 32 527 05:15 PM 13 223 13 249 12 12 17 41 7 217 19 243 18 15 3 36 569 05:30 PM 19 209 18 246 5 6 11 22 7 216 19 242 18 5 4 27 537 05:45 PM 14 198 12 224 8 7 4 19 9 163 18 190 9 7 3 19 452 Total 64 826 52 942 42 31 47 120 26 813 70 909 65 35 14 114 2085 Grand Total 134 1664 112 1910 95 78 113 286 55 1552 161 1768 136 70 43 249 4213 Apprch % 7 87.1 5.9 33.2 27.3 39.5 3.1 87.8 9.1 54.6 28.1 17.3 Total % 3.2 39.5 2.7 45.3 2.3 1.9 2.7 6.8 1.3 36.8 3.8 42 3.2 1.7 1 5.9 State Street
Southbound
Idyllwild Drive
Westbound
State Street
Northbound
Idyllwild Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 19 228 16 263 27 14 28 69 11 190 26 227 23 9 16 48 607 04:15 PM 21 203 15 239 10 12 16 38 2 176 21 199 11 9 2 22 498 04:30 PM 11 212 15 238 11 14 13 38 8 192 25 225 19 6 4 29 530 04:45 PM 19 195 14 228 5 7 9 21 8 181 19 208 18 11 7 36 493 Total Volume 70 838 60 968 53 47 66 166 29 739 91 859 71 35 29 135 2128 % App. Total 7.2 86.6 6.2 31.9 28.3 39.8 3.4 86 10.6 52.6 25.9 21.5 PHF .833 .919 .938 .920 .491 .839 .589 .601 .659 .962 .875 .946 .772 .795 .453 .703 .876 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-16
File Name : 04_SJC_State_Idy PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Idyllwild Drive
Weather: Clear
State Street
Idyllwild Drive
Idyllwild Drive
State Street
Right
60 Thru
838
Left
70 Out In Total
876 968 1844
Right
66 Thru
47 Left
53 Out Total In
196 166 362
Left
29 Thru
739
Right
91 Out In Total
920 859 1779
Left
71 Thru
35 Right
29 Total Out In
136 135 271
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:45 PM 04:00 PM
+0 mins. 19 228 16 263 27 14 28 69 8 181 19 208 23 9 16 48 +15 mins. 21 203 15 239 10 12 16 38 3 217 14 234 11 9 2 22 +30 mins. 11 212 15 238 11 14 13 38 7 217 19 243 19 6 4 29 +45 mins. 19 195 14 228 5 7 9 21 7 216 19 242 18 11 7 36 Total Volume 70 838 60 968 53 47 66 166 25 831 71 927 71 35 29 135 % App. Total 7.2 86.6 6.2 31.9 28.3 39.8 2.7 89.6 7.7 52.6 25.9 21.5 PHF .833 .919 .938 .920 .491 .839 .589 .601 .781 .957 .934 .954 .772 .795 .453 .703 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-17
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File Name : 05_SJC_Village_Ram AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: Village at San Jacinto Driveway
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
Village at San Jacinto Driveway
Southbound
Ramona Expressway
Westbound
Ramona Expressway
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 13 11 24 220 26 246 0 128 128 398
07:15 AM 17 3 20 276 16 292 5 120 125 437
07:30 AM 26 12 38 224 20 244 4 121 125 407
07:45 AM 26 7 33 174 20 194 2 113 115 342
Total 82 33 115 894 82 976 11 482 493 1584
08:00 AM 23 8 31 208 23 231 4 137 141 403
08:15 AM 18 5 23 195 25 220 2 123 125 368
08:30 AM 21 4 25 178 19 197 2 116 118 340
08:45 AM 16 5 21 154 21 175 1 129 130 326
Total 78 22 100 735 88 823 9 505 514 1437
Grand Total 160 55 215 1629 170 1799 20 987 1007 3021
Apprch % 74.4 25.6 90.6 9.4 2 98
Total % 5.3 1.8 7.1 53.9 5.6 59.5 0.7 32.7 33.3
Village at San Jacinto Driveway
Southbound
Ramona Expressway
Westbound
Ramona Expressway
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 17 3 20 276 16 292 5 120 125 437
07:30 AM 26 12 38 224 20 244 4 121 125 407
07:45 AM 26 7 33 174 20 194 2 113 115 342
08:00 AM 23 8 31 208 23 231 4 137 141 403
Total Volume 92 30 122 882 79 961 15 491 506 1589
% App. Total 75.4 24.6 91.8 8.2 3 97
PHF .885 .625 .803 .799 .859 .823 .750 .896 .897 .909
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-18

I I I I
File Name : 05_SJC_Village_Ram AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: Village at San Jacinto Driveway
E/W: Ramona Expressway
Weather: Clear
Village at San Jacinto Driveway
Ramona Expressway
Ramona Expressway
Right
30 Left
92 Out In Total
94 122 216
Right
79 Thru
882
Out Total In
583 961 1544
Left
15 Thru
491
Total Out In
912 506 1418
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:00 AM 08:00 AM
+0 mins. 26 12 38 220 26 246 4 137 141
+15 mins. 26 7 33 276 16 292 2 123 125
+30 mins. 23 8 31 224 20 244 2 116 118
+45 mins. 18 5 23 174 20 194 1 129 130
Total Volume 93 32 125 894 82 976 9 505 514
% App. Total 74.4 25.6 91.6 8.4 1.8 98.2
PHF .894 .667 .822 .810 .788 .836 .563 .922 .911
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-19
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File Name : 05_SJC_Village_Ram PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: Village at San Jacinto Driveway
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
Village at San Jacinto Driveway
Southbound
Ramona Expressway
Westbound
Ramona Expressway
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 33 21 54 158 29 187 14 254 268 509
04:15 PM 43 19 62 124 20 144 2 249 251 457
04:30 PM 33 29 62 132 21 153 8 221 229 444
04:45 PM 46 24 70 137 24 161 6 231 237 468
Total 155 93 248 551 94 645 30 955 985 1878
05:00 PM 41 21 62 93 21 114 8 220 228 404
05:15 PM 29 30 59 153 18 171 6 234 240 470
05:30 PM 27 14 41 131 23 154 7 267 274 469
05:45 PM 32 17 49 114 19 133 3 216 219 401
Total 129 82 211 491 81 572 24 937 961 1744
Grand Total 284 175 459 1042 175 1217 54 1892 1946 3622 Apprch % 61.9 38.1 85.6 14.4 2.8 97.2
Total % 7.8 4.8 12.7 28.8 4.8 33.6 1.5 52.2 53.7
Village at San Jacinto Driveway
Southbound
Ramona Expressway
Westbound
Ramona Expressway
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 33 21 54 158 29 187 14 254 268 509
04:15 PM 43 19 62 124 20 144 2 249 251 457
04:30 PM 33 29 62 132 21 153 8 221 229 444
04:45 PM 46 24 70 137 24 161 6 231 237 468
Total Volume 155 93 248 551 94 645 30 955 985 1878
% App. Total 62.5 37.5 85.4 14.6 3 97
PHF .842 .802 .886 .872 .810 .862 .536 .940 .919 .922
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-20

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File Name : 05_SJC_Village_Ram PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: Village at San Jacinto Driveway
E/W: Ramona Expressway
Weather: Clear
Village at San Jacinto Driveway
Ramona Expressway
Ramona Expressway
Right
93 Left
155
Out In Total
124 248 372
Right
94 Thru
551
Out Total In
1110 645 1755
Left
30 Thru
955
Total Out In
644 985 1629
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:00 PM 04:00 PM
+0 mins. 43 19 62 158 29 187 14 254 268
+15 mins. 33 29 62 124 20 144 2 249 251
+30 mins. 46 24 70 132 21 153 8 221 229
+45 mins. 41 21 62 137 24 161 6 231 237
Total Volume 163 93 256 551 94 645 30 955 985
% App. Total 63.7 36.3 85.4 14.6 3 97
PHF .886 .802 .914 .872 .810 .862 .536 .940 .919
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-21
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File Name : 06_SJC_Eagle_Ram AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: Eagle Road
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
Eagle Road
Southbound
Ramona Expressway
Westbound
Eagle Road
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 6 1 6 13 2 213 10 225 24 8 3 35 3 129 8 140 413 07:15 AM 10 6 13 29 7 262 20 289 23 14 9 46 14 106 20 140 504 07:30 AM 25 8 15 48 8 214 23 245 9 12 5 26 11 118 18 147 466 07:45 AM 16 5 16 37 11 170 23 204 9 6 8 23 20 110 12 142 406 Total 57 20 50 127 28 859 76 963 65 40 25 130 48 463 58 569 1789 08:00 AM 11 11 10 32 28 215 14 257 14 6 10 30 20 130 13 163 482 08:15 AM 11 12 15 38 23 189 20 232 13 9 25 47 6 127 10 143 460 08:30 AM 12 9 14 35 6 168 23 197 12 8 9 29 14 110 13 137 398 08:45 AM 15 4 16 35 1 159 17 177 4 4 2 10 3 134 8 145 367 Total 49 36 55 140 58 731 74 863 43 27 46 116 43 501 44 588 1707 Grand Total 106 56 105 267 86 1590 150 1826 108 67 71 246 91 964 102 1157 3496 Apprch % 39.7 21 39.3 4.7 87.1 8.2 43.9 27.2 28.9 7.9 83.3 8.8 Total % 3 1.6 3 7.6 2.5 45.5 4.3 52.2 3.1 1.9 2 7 2.6 27.6 2.9 33.1 Eagle Road
Southbound
Ramona Expressway
Westbound
Eagle Road
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 10 6 13 29 7 262 20 289 23 14 9 46 14 106 20 140 504 07:30 AM 25 8 15 48 8 214 23 245 9 12 5 26 11 118 18 147 466 07:45 AM 16 5 16 37 11 170 23 204 9 6 8 23 20 110 12 142 406 08:00 AM 11 11 10 32 28 215 14 257 14 6 10 30 20 130 13 163 482 Total Volume 62 30 54 146 54 861 80 995 55 38 32 125 65 464 63 592 1858 % App. Total 42.5 20.5 37 5.4 86.5 8 44 30.4 25.6 11 78.4 10.6 PHF .620 .682 .844 .760 .482 .822 .870 .861 .598 .679 .800 .679 .813 .892 .788 .908 .922 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-22
File Name : 06_SJC_Eagle_Ram AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: Eagle Road
E/W: Ramona Expressway
Weather: Clear
Eagle Road
Ramona Expressway
Ramona Expressway
Eagle Road
Right
54 Thru
30 Left
62 Out In Total
183 146 329
Right
80 Thru
861
Left
54 Out Total In
558 995 1553
Left
55 Thru
38 Right
32 Out In Total
147 125 272
Left
65 Thru
464
Right
63 Total Out In
970 592 1562
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:00 AM 07:30 AM
+0 mins. 25 8 15 48 7 262 20 289 24 8 3 35 11 118 18 147 +15 mins. 16 5 16 37 8 214 23 245 23 14 9 46 20 110 12 142 +30 mins. 11 11 10 32 11 170 23 204 9 12 5 26 20 130 13 163 +45 mins. 11 12 15 38 28 215 14 257 9 6 8 23 6 127 10 143 Total Volume 63 36 56 155 54 861 80 995 65 40 25 130 57 485 53 595 % App. Total 40.6 23.2 36.1 5.4 86.5 8 50 30.8 19.2 9.6 81.5 8.9 PHF .630 .750 .875 .807 .482 .822 .870 .861 .677 .714 .694 .707 .713 .933 .736 .913 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-23
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File Name : 06_SJC_Eagle_Ram PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: Eagle Road
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
Eagle Road
Southbound
Ramona Expressway
Westbound
Eagle Road
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 17 7 18 42 7 155 7 169 13 6 21 40 13 264 13 290 541 04:15 PM 11 6 4 21 7 135 6 148 9 7 4 20 11 267 10 288 477 04:30 PM 14 7 14 35 6 135 5 146 9 5 4 18 13 222 13 248 447 04:45 PM 19 7 5 31 2 134 12 148 11 8 4 23 7 245 21 273 475 Total 61 27 41 129 22 559 30 611 42 26 33 101 44 998 57 1099 1940 05:00 PM 21 8 8 37 5 106 10 121 7 7 1 15 7 228 26 261 434 05:15 PM 26 12 23 61 3 150 12 165 5 7 5 17 12 246 14 272 515 05:30 PM 19 8 12 39 1 125 10 136 17 3 5 25 11 265 18 294 494 05:45 PM 16 4 16 36 2 107 12 121 9 6 5 20 18 212 17 247 424 Total 82 32 59 173 11 488 44 543 38 23 16 77 48 951 75 1074 1867 Grand Total 143 59 100 302 33 1047 74 1154 80 49 49 178 92 1949 132 2173 3807 Apprch % 47.4 19.5 33.1 2.9 90.7 6.4 44.9 27.5 27.5 4.2 89.7 6.1 Total % 3.8 1.5 2.6 7.9 0.9 27.5 1.9 30.3 2.1 1.3 1.3 4.7 2.4 51.2 3.5 57.1 Eagle Road
Southbound
Ramona Expressway
Westbound
Eagle Road
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 17 7 18 42 7 155 7 169 13 6 21 40 13 264 13 290 541 04:15 PM 11 6 4 21 7 135 6 148 9 7 4 20 11 267 10 288 477 04:30 PM 14 7 14 35 6 135 5 146 9 5 4 18 13 222 13 248 447 04:45 PM 19 7 5 31 2 134 12 148 11 8 4 23 7 245 21 273 475 Total Volume 61 27 41 129 22 559 30 611 42 26 33 101 44 998 57 1099 1940 % App. Total 47.3 20.9 31.8 3.6 91.5 4.9 41.6 25.7 32.7 4 90.8 5.2 PHF .803 .964 .569 .768 .786 .902 .625 .904 .808 .813 .393 .631 .846 .934 .679 .947 .896 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-24
File Name : 06_SJC_Eagle_Ram PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: Eagle Road
E/W: Ramona Expressway
Weather: Clear
Eagle Road
Ramona Expressway
Ramona Expressway
Eagle Road
Right
41 Thru
27 Left
61 Out In Total
100 129 229
Right
30 Thru
559
Left
22 Out Total In
1092 611 1703
Left
42 Thru
26 Right
33 Out In Total
106 101 207
Left
44 Thru
998
Right
57 Total Out In
642 1099 1741
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:00 PM 04:00 PM 04:45 PM
+0 mins. 21 8 8 37 7 155 7 169 13 6 21 40 7 245 21 273
+15 mins. 26 12 23 61 7 135 6 148 9 7 4 20 7 228 26 261 +30 mins. 19 8 12 39 6 135 5 146 9 5 4 18 12 246 14 272 +45 mins. 16 4 16 36 2 134 12 148 11 8 4 23 11 265 18 294 Total Volume 82 32 59 173 22 559 30 611 42 26 33 101 37 984 79 1100 % App. Total 47.4 18.5 34.1 3.6 91.5 4.9 41.6 25.7 32.7 3.4 89.5 7.2 PHF .788 .667 .641 .709 .786 .902 .625 .904 .808 .813 .393 .631 .771 .928 .760 .935 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-25
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File Name : 07_SJC_Eagle_Idy AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: Eagle Road
E/W: Idyllwild Drive
Weather: Clear
Groups Printed- Total Volume
Eagle Road
Southbound
Idyllwild Drive
Westbound
Idyllwild Drive
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 4 9 13 34 7 41 7 21 28 82
07:15 AM 22 9 31 49 11 60 3 45 48 139
07:30 AM 16 7 23 47 8 55 6 53 59 137
07:45 AM 22 6 28 58 9 67 9 101 110 205
Total 64 31 95 188 35 223 25 220 245 563
08:00 AM 30 11 41 105 17 122 4 180 184 347
08:15 AM 34 12 46 151 30 181 8 196 204 431
08:30 AM 13 8 21 95 14 109 8 55 63 193
08:45 AM 8 7 15 14 6 20 5 18 23 58
Total 85 38 123 365 67 432 25 449 474 1029
Grand Total 149 69 218 553 102 655 50 669 719 1592
Apprch % 68.3 31.7 84.4 15.6 7 93
Total % 9.4 4.3 13.7 34.7 6.4 41.1 3.1 42 45.2
Eagle Road
Southbound
Idyllwild Drive
Westbound
Idyllwild Drive
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 22 6 28 58 9 67 9 101 110 205
08:00 AM 30 11 41 105 17 122 4 180 184 347
08:15 AM 34 12 46 151 30 181 8 196 204 431
08:30 AM 13 8 21 95 14 109 8 55 63 193
Total Volume 99 37 136 409 70 479 29 532 561 1176
% App. Total 72.8 27.2 85.4 14.6 5.2 94.8
PHF .728 .771 .739 .677 .583 .662 .806 .679 .688 .682
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-26

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File Name : 07_SJC_Eagle_Idy AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: Eagle Road
E/W: Idyllwild Drive
Weather: Clear
Eagle Road
Idyllwild Drive
Idyllwild Drive
Right
37 Left
99 Out In Total
99 136 235
Right
70 Thru
409
Out Total In
631 479 1110
Left
29 Thru
532
Total Out In
446 561 1007
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:45 AM
+0 mins. 16 7 23 58 9 67 9 101 110
+15 mins. 22 6 28 105 17 122 4 180 184
+30 mins. 30 11 41 151 30 181 8 196 204
+45 mins. 34 12 46 95 14 109 8 55 63
Total Volume 102 36 138 409 70 479 29 532 561
% App. Total 73.9 26.1 85.4 14.6 5.2 94.8
PHF .750 .750 .750 .677 .583 .662 .806 .679 .688
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-27
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File Name : 07_SJC_Eagle_Idy PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: Eagle Road
E/W: Idyllwild Drive
Weather: Clear
Groups Printed- Total Volume
Eagle Road
Southbound
Idyllwild Drive
Westbound
Idyllwild Drive
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 16 8 24 54 24 78 13 45 58 160
04:15 PM 9 5 14 36 12 48 10 39 49 111
04:30 PM 9 10 19 26 9 35 14 29 43 97
04:45 PM 24 3 27 18 10 28 12 38 50 105
Total 58 26 84 134 55 189 49 151 200 473
05:00 PM 20 5 25 32 12 44 4 33 37 106
05:15 PM 17 5 22 41 8 49 15 34 49 120
05:30 PM 8 3 11 18 15 33 6 35 41 85
05:45 PM 10 4 14 13 6 19 13 24 37 70
Total 55 17 72 104 41 145 38 126 164 381
Grand Total 113 43 156 238 96 334 87 277 364 854
Apprch % 72.4 27.6 71.3 28.7 23.9 76.1
Total % 13.2 5 18.3 27.9 11.2 39.1 10.2 32.4 42.6
Eagle Road
Southbound
Idyllwild Drive
Westbound
Idyllwild Drive
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 16 8 24 54 24 78 13 45 58 160
04:15 PM 9 5 14 36 12 48 10 39 49 111
04:30 PM 9 10 19 26 9 35 14 29 43 97
04:45 PM 24 3 27 18 10 28 12 38 50 105
Total Volume 58 26 84 134 55 189 49 151 200 473
% App. Total 69 31 70.9 29.1 24.5 75.5
PHF .604 .650 .778 .620 .573 .606 .875 .839 .862 .739
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-28

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File Name : 07_SJC_Eagle_Idy PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: Eagle Road
E/W: Idyllwild Drive
Weather: Clear
Eagle Road
Idyllwild Drive
Idyllwild Drive
Right
26 Left
58 Out In Total
104 84 188
Right
55 Thru
134
Out Total In
209 189 398
Left
49 Thru
151
Total Out In
160 200 360
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:00 PM 04:00 PM
+0 mins. 9 10 19 54 24 78 13 45 58
+15 mins. 24 3 27 36 12 48 10 39 49
+30 mins. 20 5 25 26 9 35 14 29 43
+45 mins. 17 5 22 18 10 28 12 38 50
Total Volume 70 23 93 134 55 189 49 151 200
% App. Total 75.3 24.7 70.9 29.1 24.5 75.5
PHF .729 .575 .861 .620 .573 .606 .875 .839 .862
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-29
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File Name : 08_SJC_Eagle_Buck AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: Eagle Road
E/W: Buckingham Drive
Weather: Clear
Groups Printed- Total Volume
Eagle Road
Southbound
Buckingham Drive
Westbound
Eagle Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 3 7 10 3 14 17 19 2 21 48
07:15 AM 7 27 34 6 12 18 34 1 35 87
07:30 AM 7 27 34 3 3 6 23 2 25 65
07:45 AM 1 27 28 3 7 10 18 3 21 59
Total 18 88 106 15 36 51 94 8 102 259
08:00 AM 4 47 51 4 6 10 25 4 29 90
08:15 AM 5 40 45 9 4 13 42 2 44 102
08:30 AM 5 22 27 3 3 6 25 1 26 59
08:45 AM 1 12 13 3 2 5 8 1 9 27
Total 15 121 136 19 15 34 100 8 108 278
Grand Total 33 209 242 34 51 85 194 16 210 537
Apprch % 13.6 86.4 40 60 92.4 7.6
Total % 6.1 38.9 45.1 6.3 9.5 15.8 36.1 3 39.1
Eagle Road
Southbound
Buckingham Drive
Westbound
Eagle Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 7 27 34 3 3 6 23 2 25 65
07:45 AM 1 27 28 3 7 10 18 3 21 59
08:00 AM 4 47 51 4 6 10 25 4 29 90
08:15 AM 5 40 45 9 4 13 42 2 44 102
Total Volume 17 141 158 19 20 39 108 11 119 316
% App. Total 10.8 89.2 48.7 51.3 90.8 9.2
PHF .607 .750 .775 .528 .714 .750 .643 .688 .676 .775
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-30

I I I I
File Name : 08_SJC_Eagle_Buck AM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: Eagle Road
E/W: Buckingham Drive
Weather: Clear
Eagle Road
Buckingham Drive
Eagle Road
Thru
141
Left
17 Out In Total
128 158 286
Right
20 Left
19 Out Total In
28 39 67
Thru
108
Right
11 Out In Total
160 119 279
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:00 AM 07:45 AM
+0 mins. 7 27 34 3 14 17 18 3 21
+15 mins. 1 27 28 6 12 18 25 4 29
+30 mins. 4 47 51 3 3 6 42 2 44
+45 mins. 5 40 45 3 7 10 25 1 26
Total Volume 17 141 158 15 36 51 110 10 120
% App. Total 10.8 89.2 29.4 70.6 91.7 8.3
PHF .607 .750 .775 .625 .643 .708 .655 .625 .682
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-31
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File Name : 08_SJC_Eagle_Buck PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 1
City of San Jacinto
N/S: Eagle Road
E/W: Buckingham Drive
Weather: Clear
Groups Printed- Total Volume
Eagle Road
Southbound
Buckingham Drive
Westbound
Eagle Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 5 23 28 5 8 13 32 1 33 74
04:15 PM 6 16 22 4 3 7 15 3 18 47
04:30 PM 7 18 25 2 2 4 20 2 22 51
04:45 PM 5 24 29 1 4 5 15 5 20 54
Total 23 81 104 12 17 29 82 11 93 226
05:00 PM 4 33 37 3 1 4 12 2 14 55
05:15 PM 5 22 27 2 5 7 11 8 19 53
05:30 PM 9 18 27 3 4 7 22 3 25 59
05:45 PM 4 19 23 1 4 5 16 7 23 51
Total 22 92 114 9 14 23 61 20 81 218
Grand Total 45 173 218 21 31 52 143 31 174 444
Apprch % 20.6 79.4 40.4 59.6 82.2 17.8
Total % 10.1 39 49.1 4.7 7 11.7 32.2 7 39.2
Eagle Road
Southbound
Buckingham Drive
Westbound
Eagle Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 5 23 28 5 8 13 32 1 33 74
04:15 PM 6 16 22 4 3 7 15 3 18 47
04:30 PM 7 18 25 2 2 4 20 2 22 51
04:45 PM 5 24 29 1 4 5 15 5 20 54
Total Volume 23 81 104 12 17 29 82 11 93 226
% App. Total 22.1 77.9 41.4 58.6 88.2 11.8
PHF .821 .844 .897 .600 .531 .558 .641 .550 .705 .764
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-32

I I I I
File Name : 08_SJC_Eagle_Buck PM
Site Code : 05722704
Start Date : 8/16/2022
Page No : 2
City of San Jacinto
N/S: Eagle Road
E/W: Buckingham Drive
Weather: Clear
Eagle Road
Buckingham Drive
Eagle Road
Thru
81 Left
23 Out In Total
99 104 203
Right
17 Left
12 Out Total In
34 29 63
Thru
82 Right
11 Out In Total
93 93 186
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:00 PM 04:00 PM
+0 mins. 5 24 29 5 8 13 32 1 33
+15 mins. 4 33 37 4 3 7 15 3 18
+30 mins. 5 22 27 2 2 4 20 2 22
+45 mins. 9 18 27 1 4 5 15 5 20
Total Volume 23 97 120 12 17 29 82 11 93
% App. Total 19.2 80.8 41.4 58.6 88.2 11.8
PHF .639 .735 .811 .600 .531 .558 .641 .550 .705
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
B-33
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LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\Appendix\4559 Dividers.doc

APPENDIX C

EXISTING LEVEL OF SERVICE

CALCULATION WORKSHEETS
C-1
Volume to Capacity (v/c): 0.281
Level Of Service: C
Delay (sec / veh): 25.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 1: State Street at Quandt Ranch Road
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name State Street State Street Quandt Ranch Road
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 1005 49 6 281 78 22
Total 15-Minute Volume [veh/h] 251 12 1 70 20 5
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8800 0.8800 0.8800 0.8800 0.8800 0.8800 Total Hourly Volume [veh/h] 884 43 5 247 69 19
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 884 43 5 247 69 19
Name State Street State Street Quandt Ranch Road
Volumes
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-2
Jot ., I T
Intersection LOS C
d_I, Intersection Delay [s/veh] 1.77
Approach LOS A A C
d_A, Approach Delay [s/veh] 0.00 0.22 24.93
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.69 0.00 39.13 39.13 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.03 0.00 1.57 1.57 Movement LOS A A B A C C
d_M, Delay for Movement [s/veh] 0.00 0.00 10.50 0.00 24.98 24.72 V/C, Movement V/C Ratio 0.01 0.00 0.01 0.00 0.28 0.08
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 1
Two-Stage Gap Acceptance Yes
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-3
Volume to Capacity (v/c): 0.287
Level Of Service: F
Delay (sec / veh): 75.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 2: State Street at Community College Drive Intersection Level Of Service Report
Crosswalk No No Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Community College Drive Community College Drive Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 9 1131 71 73 407 2 2 1 12 19 2 74 Total 15-Minute Volume [veh/h] 2 283 18 18 102 1 1 0 3 5 1 18 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8920 0.8920 0.8920 0.8920 0.8920 0.8920 0.8920 0.8920 0.8920 0.8920 0.8920 0.8920 Total Hourly Volume [veh/h] 8 1009 63 65 363 2 2 1 11 17 2 66 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 8 1009 63 65 363 2 2 1 11 17 2 66 Name State Street State Street Community College Drive Community College Drive Volumes
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-4
, I,-. ,Ir + +
Intersection LOS F
d_I, Intersection Delay [s/veh] 2.73
Approach LOS A A C E
d_A, Approach Delay [s/veh] 0.06 1.84 16.87 38.98
95th-Percentile Queue Length [ft/ln] 0.59 0.00 0.00 10.80 0.00 0.00 3.69 3.69 3.69 58.65 58.65 58.65 95th-Percentile Queue Length [veh/ln] 0.02 0.00 0.00 0.43 0.00 0.00 0.15 0.15 0.15 2.35 2.35 2.35 Movement LOS A A A B A A E F B F F D
d_M, Delay for Movement [s/veh] 8.17 0.00 0.00 12.15 0.00 0.00 38.19 56.16 10.04 75.12 69.01 28.89 V/C, Movement V/C Ratio 0.01 0.01 0.00 0.13 0.00 0.00 0.02 0.01 0.01 0.29 0.03 0.17 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Free Free Stop Stop
Intersection Settings
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-5
Volume to Capacity (v/c): 0.701
Level Of Service: D
Delay (sec / veh): 35.2
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 3: State Street at Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 0 0 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-6
,llr , I,-. ,, II Ir ,, II Ir
Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 244 714 68 102 288 89 150 385 492 125 485 370 Total 15-Minute Volume [veh/h] 61 178 17 26 72 22 38 96 123 31 121 92 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9110 0.9110 0.9110 0.9110 0.9110 0.9110 0.9110 0.9110 0.9110 0.9110 0.9110 0.9110 Total Hourly Volume [veh/h] 222 650 62 93 262 81 137 351 448 114 442 337 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 222 650 62 93 262 81 137 351 448 114 442 337 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-7
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 31 0 0 21 0 0 17 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 30 56 0 16 42 0 12 32 0 11 31 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 7 7 0 7 7 0 7 7 0 7 7 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 115
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-8
95th-Percentile Queue Length [ft/ln] 300.24 382.15 70.69 147.23 235.58 225.86 101.47 83.07 383.46 82.77 107.13 275.37 95th-Percentile Queue Length [veh/ln] 12.01 15.29 2.83 5.89 9.42 9.03 4.06 3.32 15.34 3.31 4.29 11.01 50th-Percentile Queue Length [ft/ln] 187.85 251.98 39.27 81.79 138.93 131.74 56.37 46.15 253.03 45.99 59.51 168.83 50th-Percentile Queue Length [veh/ln] 7.51 10.08 1.57 3.27 5.56 5.27 2.25 1.85 10.12 1.84 2.38 6.75 Critical Lane Group No Yes No Yes No No No No Yes Yes No No Lane Group LOS E D D E D D E B C E B C
d, Delay for Lane Group [s/veh] 56.63 45.98 35.99 63.05 50.29 50.97 57.37 15.72 24.50 55.41 16.14 20.81 X, volume / capacity 0.88 0.88 0.19 0.79 0.71 0.73 0.71 0.15 0.62 0.60 0.19 0.47 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 9.04 3.19 0.25 10.50 3.44 4.00 4.35 0.13 3.62 2.72 0.17 1.97 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 47.59 42.79 35.74 52.55 46.85 46.96 53.02 15.60 20.88 52.69 15.97 18.84 c, Capacity [veh/h] 276 815 364 128 273 251 211 2544 794 209 2541 793 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1722 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.14 0.20 0.04 0.06 0.10 0.11 0.04 0.08 0.31 0.04 0.10 0.23 g / C, Green / Cycle 0.15 0.23 0.23 0.07 0.15 0.15 0.06 0.50 0.50 0.06 0.50 0.50 g_i, Effective Green Time [s] 18 26 26 8 17 17 7 58 58 7 57 57 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 115 115 115 115 115 115 115 115 115 115 115 115 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-9
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 56.63 45.98 35.99 63.05 50.51 50.97 57.37 15.72 24.50 55.41 16.14 20.81 Movement LOS E D D E D D E B C E B C
d_A, Approach Delay [s/veh] 47.85 53.27 26.01 22.91
Approach LOS D D C C
d_I, Intersection Delay [s/veh] 35.24
Intersection LOS D
Intersection V/C 0.701
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 47.05 47.05 47.05 47.05
I_p,int, Pedestrian LOS Score for Intersection 2.778 2.646 3.061 3.027 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 904 661 487 469 d_b, Bicycle Delay [s] 17.27 25.80 32.93 33.69
I_b,int, Bicycle LOS Score for Intersection 2.406 1.955 2.124 2.099 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-10

I I I I I I I I

I I I I I I I I I I I I I I I I I I
1s
Volume to Capacity (v/c): 0.665
Level Of Service: C
Delay (sec / veh): 27.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 4: State Street at Idyllwild Drive
Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Idyllwild Drive Idyllwild Drive Intersection Setup
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-11
,llr , I,-. ,,.. ,,..

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 47 742 226 147 677 37 78 242 13 210 171 113 Total 15-Minute Volume [veh/h] 12 185 56 37 169 9 19 61 3 53 43 28 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8990 0.8990 0.8990 0.8990 0.8990 0.8990 0.8990 0.8990 0.8990 0.8990 0.8990 0.8990 Total Hourly Volume [veh/h] 42 667 203 132 609 33 70 218 12 189 154 102 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 42 667 203 132 609 33 70 218 12 189 154 102 Name State Street State Street Idyllwild Drive Idyllwild Drive Volumes
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-12
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 11 0 0 14 0 0 18 0 0 0 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 0 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 11 22 0 15 26 0 34 32 0 21 19 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 7 7 0 7 7 0 7 7 0 7 7 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-13
95th-Percentile Queue Length [ft/ln] 49.63 240.14 149.28 160.32 216.95 214.11 83.80 247.09 215.72 242.46 95th-Percentile Queue Length [veh/ln] 1.99 9.61 5.97 6.41 8.68 8.56 3.35 9.88 8.63 9.70 50th-Percentile Queue Length [ft/ln] 27.57 142.31 82.93 89.07 125.20 123.12 46.55 147.50 124.30 144.05 50th-Percentile Queue Length [veh/ln] 1.10 5.69 3.32 3.56 5.01 4.92 1.86 5.90 4.97 5.76 Critical Lane Group No Yes No Yes No No No Yes Yes No
Lane Group LOS D C B D B B D D D C
d, Delay for Lane Group [s/veh] 45.07 20.38 19.09 48.04 17.33 17.36 46.80 43.31 45.54 33.67 X, volume / capacity 0.48 0.50 0.34 0.81 0.41 0.41 0.65 0.85 0.85 0.69 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.71 1.19 1.38 8.42 1.44 1.47 5.82 6.63 7.72 2.12 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 41.36 19.20 17.71 39.62 15.88 15.89 40.98 36.67 37.82 31.55 c, Capacity [veh/h] 97 1493 666 181 872 856 120 300 248 409 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1836 1781 1853 1781 1747 (v / s)_i Volume / Saturation Flow Rate 0.03 0.21 0.14 0.08 0.19 0.19 0.04 0.14 0.12 0.16 g / C, Green / Cycle 0.05 0.42 0.42 0.10 0.47 0.47 0.07 0.16 0.14 0.23 g_i, Effective Green Time [s] 5 38 38 9 42 42 6 15 13 21 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90
Lane Group L C R L C C L C L C
Lane Group Calculations
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-14
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 45.07 20.38 19.09 48.04 17.34 17.36 46.80 43.31 43.31 45.54 33.67 33.67 Movement LOS D C B D B B D D D D C C
d_A, Approach Delay [s/veh] 21.24 22.58 44.13 38.71
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 27.68
Intersection LOS C
Intersection V/C 0.665
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.69 0.00 34.69 34.69
I_p,int, Pedestrian LOS Score for Intersection 2.764 0.000 2.131 2.300 Crosswalk LOS C F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 400 489 622 333 d_b, Bicycle Delay [s] 28.82 25.71 21.38 31.27
I_b,int, Bicycle LOS Score for Intersection 2.397 2.270 2.109 2.375 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-15

I I I I I I I I

I I I I I I I I I I I I I I I I I I
Volume to Capacity (v/c): 0.305
Level Of Service: A
Delay (sec / veh): 6.5
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 5: Village at San Jacinto at Project Driveway No.3 Intersection Level Of Service Report
Crosswalk Yes No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Left Thru U-turn Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Village at San Jancinto Ramona Expressway Ramona Expressway Intersection Setup
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-16
,r ,111 n II f-t
Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 101 33 17 540 0 970 87
Total 15-Minute Volume [veh/h] 25 8 4 135 0 243 22
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9090 0.9090 0.9090 0.9090 0.9500 0.9090 0.9090 Total Hourly Volume [veh/h] 92 30 15 491 0 882 79
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 92 30 15 491 0 882 79
Name Village at San Jancinto Ramona Expressway Ramona Expressway Volumes
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-17
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 0.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 10 0 0 10 0 14 0
Walk [s] 7 0 0 7 0 7 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 0.0 3.0 0.0
Split [s] 54 0 11 36 0 25 0
All red [s] 1.0 0.0 1.0 1.0 0.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 0.0 3.0 0.0
Maximum Green [s] 30 0 30 30 0 30 0
Minimum Green [s] 7 0 7 7 0 7 0
Lead / Lag Lead - Lead - - - -
Auxiliary Signal Groups
Signal Group 7 0 5 2 0 6 0
Control Type Split Split Protected Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-18
95th-Percentile Queue Length [ft/ln] 108.85 32.29 19.01 12.91 0.00 65.06 69.69 95th-Percentile Queue Length [veh/ln] 4.35 1.29 0.76 0.52 0.00 2.60 2.79 50th-Percentile Queue Length [ft/ln] 60.47 17.94 10.56 7.17 0.00 36.14 38.72 50th-Percentile Queue Length [veh/ln] 2.42 0.72 0.42 0.29 0.00 1.45 1.55 Critical Lane Group Yes No Yes No No No Yes
Lane Group LOS D D D A A A A
d, Delay for Lane Group [s/veh] 47.15 40.10 46.85 1.48 0.00 3.48 3.71 X, volume / capacity 0.72 0.26 0.34 0.13 0.00 0.26 0.26 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 6.67 1.10 3.91 0.06 0.00 0.23 0.47 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 40.48 39.00 42.93 1.42 0.00 3.24 3.25 c, Capacity [veh/h] 141 126 50 4239 694 2704 1361
s, saturation flow rate [veh/h] 1781 1589 1781 5094 865 3560 1792 (v / s)_i Volume / Saturation Flow Rate 0.06 0.02 0.01 0.11 0.00 0.20 0.20 g / C, Green / Cycle 0.08 0.08 0.03 0.83 0.76 0.76 0.76 g_i, Effective Green Time [s] 7 7 2 75 68 68 68
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90
Lane Group L R L C L C C
Lane Group Calculations
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-19
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.15 40.10 46.85 1.48 0.00 3.54 3.71 Movement LOS D D D A A A A
d_A, Approach Delay [s/veh] 45.41 2.87 3.56
Approach LOS D A A
d_I, Intersection Delay [s/veh] 6.54
Intersection LOS A
Intersection V/C 0.305
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.189 0.000 0.000 Crosswalk LOS B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1111 711 467 d_b, Bicycle Delay [s] 8.90 18.70 26.46
I_b,int, Bicycle LOS Score for Intersection 1.560 1.866 2.141 Bicycle LOS A A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 - - - - - - - - - - - - -
Ring 1 - 2 - - - - - - - - - - - - - -
Sequence
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-20

I I I I

I I I I I I I I I I I I I I I I I I
Volume to Capacity (v/c): 0.329
Level Of Service: C
Delay (sec / veh): 30.8
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 6: Eagle Road at Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Eagle Road Eagle Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-21
,,.. ,,.. , II,-. , II,-.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 60 41 35 67 33 59 70 503 68 59 934 87 Total 15-Minute Volume [veh/h] 15 10 9 17 8 15 18 126 17 15 233 22 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 Total Hourly Volume [veh/h] 55 38 32 62 30 54 65 464 63 54 861 80 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 55 38 32 62 30 54 65 464 63 54 861 80 Name Eagle Road Eagle Road Ramona Expressway Ramona Expressway Volumes
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-22
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 24 0 0 0 0 0 11 0 0 11 0
Walk [s] 0 7 0 0 0 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 35 0 0 35 0 25 40 0 15 30 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-23
95th-Percentile Queue Length [ft/ln] 27.88 30.08 30.82 36.92 74.36 156.97 160.55 62.23 286.06 295.73 95th-Percentile Queue Length [veh/ln] 1.12 1.20 1.23 1.48 2.97 6.28 6.42 2.49 11.44 11.83 50th-Percentile Queue Length [ft/ln] 15.49 16.71 17.12 20.51 41.31 87.21 89.19 34.57 176.97 184.39 50th-Percentile Queue Length [veh/ln] 0.62 0.67 0.68 0.82 1.65 3.49 3.57 1.38 7.08 7.38 Critical Lane Group No No No Yes Yes No No No No Yes
Lane Group LOS B A B A D C C D C D
d, Delay for Lane Group [s/veh] 11.19 8.91 11.02 9.06 45.84 29.73 30.21 45.19 34.84 36.89 X, volume / capacity 0.08 0.08 0.09 0.10 0.60 0.45 0.46 0.54 0.82 0.82 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.21 0.15 0.22 0.20 4.91 0.38 0.79 4.15 2.08 4.11 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 10.98 8.76 10.80 8.86 40.94 29.35 29.42 41.05 32.76 32.78 c, Capacity [veh/h] 755 984 772 955 116 843 417 109 828 416 s, saturation flow rate [veh/h] 1304 1729 1323 1680 1781 3560 1760 1781 3560 1790 (v / s)_i Volume / Saturation Flow Rate 0.05 0.04 0.05 0.05 0.04 0.11 0.11 0.03 0.19 0.19 g / C, Green / Cycle 0.57 0.57 0.57 0.57 0.06 0.24 0.24 0.06 0.23 0.23 g_i, Effective Green Time [s] 51 51 51 51 6 21 21 5 21 21 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90
Lane Group L C L C L C C L C C
Lane Group Calculations
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-24
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 11.19 8.91 8.91 11.02 9.06 9.06 45.84 29.85 30.21 45.19 35.40 36.89 Movement LOS B A A B A A D C C D D D
d_A, Approach Delay [s/veh] 9.92 9.88 31.63 36.06
Approach LOS A A C D
d_I, Intersection Delay [s/veh] 30.82
Intersection LOS C
Intersection V/C 0.329
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 0.00 34.68
I_p,int, Pedestrian LOS Score for Intersection 2.036 2.056 0.000 2.923 Crosswalk LOS B B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 689 689 800 578 d_b, Bicycle Delay [s] 19.35 19.35 16.21 22.77
I_b,int, Bicycle LOS Score for Intersection 1.784 1.822 1.912 2.154 Bicycle LOS A A A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-25

I I I I I I I I

I I I I I I I I I I I I I I I I I I
I
Volume to Capacity (v/c): 0.575
Level Of Service: E
Delay (sec / veh): 43.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 7: Eagle Road at Idyllwild Drive
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Eagle Road Idyllwild Drive Idyllwild Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 145 54 43 780 600 103
Total 15-Minute Volume [veh/h] 36 14 11 195 150 26
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.6820 0.6820 0.6820 0.6820 0.6820 0.6820 Total Hourly Volume [veh/h] 99 37 29 532 409 70
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 99 37 29 532 409 70
Name Eagle Road Idyllwild Drive Idyllwild Drive
Volumes
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-26
T i Jot
Intersection LOS E
d_I, Intersection Delay [s/veh] 4.99
Approach LOS E A A
d_A, Approach Delay [s/veh] 41.29 0.47 0.00
95th-Percentile Queue Length [ft/ln] 117.64 117.64 1.83 1.83 0.00 0.00 95th-Percentile Queue Length [veh/ln] 4.71 4.71 0.07 0.07 0.00 0.00 Movement LOS E E A A A A
d_M, Delay for Movement [s/veh] 43.07 36.48 9.07 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.58 0.12 0.05 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0
Two-Stage Gap Acceptance Yes
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 1: 1 AM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-27
Volume to Capacity (v/c): 0.140
Level Of Service: C
Delay (sec / veh): 19.8
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 1: State Street at Quandt Ranch Road
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name State Street State Street Quandt Ranch Road
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 568 59 25 762 40 6
Total 15-Minute Volume [veh/h] 142 15 6 191 10 1
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8490 0.8490 0.8490 0.8490 0.8490 0.8490 Total Hourly Volume [veh/h] 482 50 21 647 34 5
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 482 50 21 647 34 5
Name State Street State Street Quandt Ranch Road
Volumes
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-28
Jot ., I T
Intersection LOS C
d_I, Intersection Delay [s/veh] 0.75
Approach LOS A A C
d_A, Approach Delay [s/veh] 0.00 0.28 19.05
95th-Percentile Queue Length [ft/ln] 0.00 0.00 2.02 0.00 13.25 13.25 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.08 0.00 0.53 0.53 Movement LOS A A A A C B
d_M, Delay for Movement [s/veh] 0.00 0.00 8.87 0.00 19.76 14.29 V/C, Movement V/C Ratio 0.01 0.00 0.03 0.01 0.14 0.01
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 1
Two-Stage Gap Acceptance Yes
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-29
Volume to Capacity (v/c): 0.012
Level Of Service: F
Delay (sec / veh): 56.9
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 2: State Street at Community College Drive Intersection Level Of Service Report
Crosswalk No No Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Community College Drive Community College Drive Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 37 633 48 91 769 2 1 2 23 20 1 28 Total 15-Minute Volume [veh/h] 9 158 12 23 192 1 0 1 6 5 0 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8560 0.8560 0.8560 0.8560 0.8560 0.8560 0.8560 0.8560 0.8560 0.8560 0.8560 0.8560 Total Hourly Volume [veh/h] 32 542 41 78 658 2 1 2 20 17 1 24 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 32 542 41 78 658 2 1 2 20 17 1 24 Name State Street State Street Community College Drive Community College Drive Volumes
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-30
, I,-. ,Ir + +
Intersection LOS F
d_I, Intersection Delay [s/veh] 1.92
Approach LOS A A C D
d_A, Approach Delay [s/veh] 0.49 0.99 16.12 31.61
95th-Percentile Queue Length [ft/ln] 3.45 0.00 0.00 8.33 0.00 0.00 5.99 5.99 5.99 25.74 25.74 25.74 95th-Percentile Queue Length [veh/ln] 0.14 0.00 0.00 0.33 0.00 0.00 0.24 0.24 0.24 1.03 1.03 1.03 Movement LOS A A A A A A E F B F F C
d_M, Delay for Movement [s/veh] 9.49 0.00 0.00 9.41 0.00 0.00 45.84 52.16 11.69 50.12 56.90 17.49 V/C, Movement V/C Ratio 0.04 0.01 0.00 0.10 0.01 0.00 0.01 0.03 0.04 0.21 0.01 0.04 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Free Free Stop Stop
Intersection Settings
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-31
Volume to Capacity (v/c): 0.773
Level Of Service: D
Delay (sec / veh): 40.6
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 3: State Street at Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 0 0 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-32
,llr , I,-. ,, II Ir ,, II Ir
Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 340 522 84 233 463 87 156 734 468 115 423 156 Total 15-Minute Volume [veh/h] 85 131 21 58 116 22 39 183 117 29 106 39 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9270 0.9270 0.9270 0.9270 0.9270 0.9270 0.9270 0.9270 0.9270 0.9270 0.9270 0.9270 Total Hourly Volume [veh/h] 315 484 78 216 429 81 145 680 434 107 392 145 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 315 484 78 216 429 81 145 680 434 107 392 145 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-33
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 31 0 0 21 0 0 17 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 35 42 0 35 42 0 15 32 0 11 28 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 7 7 0 7 7 0 7 7 0 7 7 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-34
95th-Percentile Queue Length [ft/ln] 436.37 284.15 91.85 300.11 342.01 328.54 110.50 207.20 436.99 79.64 115.18 134.31 95th-Percentile Queue Length [veh/ln] 17.45 11.37 3.67 12.00 13.68 13.14 4.42 8.29 17.48 3.19 4.61 5.37 50th-Percentile Queue Length [ft/ln] 295.42 175.52 51.03 187.76 220.30 209.78 61.39 118.09 295.93 44.24 63.99 74.61 50th-Percentile Queue Length [veh/ln] 11.82 7.02 2.04 7.51 8.81 8.39 2.46 4.72 11.84 1.77 2.56 2.98 Critical Lane Group Yes No No No No Yes No No Yes Yes No No Lane Group LOS E D D E D E E C C E C C
d, Delay for Lane Group [s/veh] 65.29 42.06 37.49 59.19 54.96 55.42 59.83 23.52 33.73 57.72 22.11 23.08 X, volume / capacity 0.92 0.63 0.23 0.88 0.86 0.87 0.72 0.34 0.69 0.58 0.20 0.23 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 18.76 0.78 0.30 9.15 6.81 7.25 4.56 0.42 5.71 2.60 0.21 0.81 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.26 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 46.54 41.28 37.19 50.04 48.15 48.17 55.27 23.10 28.02 55.12 21.90 22.27 c, Capacity [veh/h] 370 833 372 265 327 309 216 2171 677 200 2148 670 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1769 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.19 0.15 0.05 0.13 0.15 0.15 0.05 0.14 0.29 0.03 0.08 0.10 g / C, Green / Cycle 0.21 0.23 0.23 0.15 0.17 0.17 0.06 0.43 0.43 0.06 0.42 0.42 g_i, Effective Green Time [s] 25 28 28 18 21 21 7 51 51 7 51 51 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-35
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 65.29 42.06 37.49 59.19 55.14 55.42 59.83 23.52 33.73 57.72 22.11 23.08 Movement LOS E D D E E E E C C E C C
d_A, Approach Delay [s/veh] 50.00 56.38 31.21 28.23
Approach LOS D E C C
d_I, Intersection Delay [s/veh] 40.58
Intersection LOS D
Intersection V/C 0.773
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 49.52 49.52 49.52 49.52
I_p,int, Pedestrian LOS Score for Intersection 2.790 2.629 3.102 3.052 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 633 633 467 400 d_b, Bicycle Delay [s] 28.03 28.03 35.28 38.42
I_b,int, Bicycle LOS Score for Intersection 2.340 2.206 2.307 1.941 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-36

I I I I I I I I

I I I I I I I I I I I I I I I I I I
1 Volume to Capacity (v/c): 0.508
Level Of Service: B
Delay (sec / veh): 17.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 4: State Street at Idyllwild Drive
Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Idyllwild Drive Idyllwild Drive Intersection Setup
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-37
,llr , I,-. ,,.. ,,..

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 33 844 104 80 957 68 81 40 33 61 54 75 Total 15-Minute Volume [veh/h] 8 211 26 20 239 17 20 10 8 15 13 19 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8760 0.8760 0.8760 0.8760 0.8760 0.8760 0.8760 0.8760 0.8760 0.8760 0.8760 0.8760 Total Hourly Volume [veh/h] 29 739 91 70 838 60 71 35 29 53 47 66 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 29 739 91 70 838 60 71 35 29 53 47 66 Name State Street State Street Idyllwild Drive Idyllwild Drive Volumes
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-38
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 11 0 0 14 0 0 18 0 0 0 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 0 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 11 34 0 16 39 0 26 29 0 11 14 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 7 7 0 7 7 0 7 7 0 7 7 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-39
95th-Percentile Queue Length [ft/ln] 35.16 190.50 39.70 86.00 226.01 222.29 87.21 70.47 64.41 140.65 95th-Percentile Queue Length [veh/ln] 1.41 7.62 1.59 3.44 9.04 8.89 3.49 2.82 2.58 5.63 50th-Percentile Queue Length [ft/ln] 19.54 106.06 22.05 47.78 131.85 129.11 48.45 39.15 35.78 78.14 50th-Percentile Queue Length [veh/ln] 0.78 4.24 0.88 1.91 5.27 5.16 1.94 1.57 1.43 3.13 Critical Lane Group Yes No No No No Yes Yes No No Yes
Lane Group LOS D B A D B B D D D D
d, Delay for Lane Group [s/veh] 45.22 10.56 8.39 46.84 10.67 10.71 46.97 39.37 45.30 47.96 X, volume / capacity 0.41 0.40 0.11 0.66 0.45 0.45 0.66 0.41 0.55 0.79 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.33 0.58 0.24 5.87 1.29 1.33 6.00 1.50 4.23 8.13 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 41.89 9.99 8.15 40.97 9.38 9.38 40.97 37.87 41.07 39.83 c, Capacity [veh/h] 80 2097 936 122 1145 1118 122 179 111 164 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1827 1781 1732 1781 1696 (v / s)_i Volume / Saturation Flow Rate 0.02 0.24 0.07 0.04 0.28 0.28 0.05 0.04 0.03 0.08 g / C, Green / Cycle 0.04 0.59 0.59 0.07 0.61 0.61 0.07 0.10 0.06 0.10 g_i, Effective Green Time [s] 4 53 53 6 55 55 6 9 6 9
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90
Lane Group L C R L C C L C L C
Lane Group Calculations
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-40
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 45.22 10.56 8.39 46.84 10.69 10.71 46.97 39.37 39.37 45.30 47.96 47.96 Movement LOS D B A D B B D D D D D D
d_A, Approach Delay [s/veh] 11.50 13.31 43.36 47.11
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 17.13
Intersection LOS B
Intersection V/C 0.508
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.72 0.00 34.72 34.72
I_p,int, Pedestrian LOS Score for Intersection 2.783 0.000 2.040 2.074 Crosswalk LOS C F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 666 777 555 222 d_b, Bicycle Delay [s] 20.04 16.84 23.51 35.60
I_b,int, Bicycle LOS Score for Intersection 2.369 2.471 1.814 1.873 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-41

I I I I I I I I

I I I I I I I I I I I I I I I I I I
Volume to Capacity (v/c): 0.344
Level Of Service: A
Delay (sec / veh): 10.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 5: Village at San Jacinto at Project Driveway No.3 Intersection Level Of Service Report
Crosswalk Yes No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Left Thru U-turn Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Village at San Jancinto Ramona Expressway Ramona Expressway Intersection Setup
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-42
,r ,111 n II f-t
Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 168 101 33 1036 0 598 102 Total 15-Minute Volume [veh/h] 42 25 8 259 0 149 25
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9220 0.9220 0.9220 0.9220 0.9500 0.9220 0.9220 Total Hourly Volume [veh/h] 155 93 30 955 0 551 94
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 155 93 30 955 0 551 94
Name Village at San Jancinto Ramona Expressway Ramona Expressway Volumes
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-43
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 10 0 0 10 0 14 0
Walk [s] 7 0 0 7 0 7 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 3.0 3.0 0.0
Split [s] 54 0 11 25 11 25 0
All red [s] 1.0 0.0 1.0 1.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 3.0 3.0 0.0
Maximum Green [s] 30 0 30 30 30 30 0
Minimum Green [s] 7 0 7 7 7 7 0
Lead / Lag Lead - Lead - Lead - -
Auxiliary Signal Groups
Signal Group 7 0 5 2 1 6 0
Control Type Split Split Protected Permissive Protected Permissive Permissive Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-44
95th-Percentile Queue Length [ft/ln] 175.33 97.94 35.17 71.02 0.00 58.15 60.72 95th-Percentile Queue Length [veh/ln] 7.01 3.92 1.41 2.84 0.00 2.33 2.43 50th-Percentile Queue Length [ft/ln] 97.41 54.41 19.54 39.45 0.00 32.31 33.73 50th-Percentile Queue Length [veh/ln] 3.90 2.18 0.78 1.58 0.00 1.29 1.35 Critical Lane Group Yes No No Yes No No No
Lane Group LOS D D D A A A A
d, Delay for Lane Group [s/veh] 44.28 39.30 45.22 3.88 0.00 4.82 5.02 X, volume / capacity 0.78 0.52 0.41 0.27 0.00 0.19 0.19 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 5.91 2.19 3.37 0.18 0.00 0.17 0.35 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 38.37 37.11 41.85 3.70 0.00 4.65 4.67 c, Capacity [veh/h] 216 193 80 3790 2 2494 1216
s, saturation flow rate [veh/h] 1781 1589 1781 5094 1781 3560 1736 (v / s)_i Volume / Saturation Flow Rate 0.09 0.06 0.02 0.20 0.00 0.13 0.13 g / C, Green / Cycle 0.12 0.12 0.04 0.74 0.00 0.70 0.70 g_i, Effective Green Time [s] 11 11 4 67 0 63 63
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90
Lane Group L R L C L C C
Lane Group Calculations
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-45
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 44.28 39.30 45.22 3.88 0.00 4.86 5.02 Movement LOS D D D A A A A
d_A, Approach Delay [s/veh] 42.41 5.16 4.89
Approach LOS D A A
d_I, Intersection Delay [s/veh] 9.98
Intersection LOS A
Intersection V/C 0.344
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.229 0.000 0.000 Crosswalk LOS B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1111 467 467 d_b, Bicycle Delay [s] 8.90 26.46 26.46
I_b,int, Bicycle LOS Score for Intersection 1.560 2.148 1.945 Bicycle LOS A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 - - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-46

I I I I

I I I I I I I I I I I I I I I I I I
Volume to Capacity (v/c): 0.328
Level Of Service: C
Delay (sec / veh): 30.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 6: Eagle Road at Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Eagle Road Eagle Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-47
,,.. ,,.. , II,-. , II,-.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 47 29 37 68 30 46 49 1114 64 25 624 33 Total 15-Minute Volume [veh/h] 12 7 9 17 8 11 12 278 16 6 156 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8960 0.8960 0.8960 0.8960 0.8960 0.8960 0.8960 0.8960 0.8960 0.8960 0.8960 0.8960 Total Hourly Volume [veh/h] 42 26 33 61 27 41 44 998 57 22 559 30 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 42 26 33 61 27 41 44 998 57 22 559 30 Name Eagle Road Eagle Road Ramona Expressway Ramona Expressway Volumes
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-48
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 24 0 0 0 0 0 11 0 0 11 0
Walk [s] 0 7 0 0 0 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 35 0 0 35 0 30 40 0 15 25 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-49
95th-Percentile Queue Length [ft/ln] 21.49 26.27 31.35 30.47 51.62 316.10 329.61 27.08 180.02 188.19 95th-Percentile Queue Length [veh/ln] 0.86 1.05 1.25 1.22 2.06 12.64 13.18 1.08 7.20 7.53 50th-Percentile Queue Length [ft/ln] 11.94 14.59 17.42 16.93 28.68 200.10 210.61 15.04 100.01 104.55 50th-Percentile Queue Length [veh/ln] 0.48 0.58 0.70 0.68 1.15 8.00 8.42 0.60 4.00 4.18 Critical Lane Group No No Yes No No No Yes Yes No No
Lane Group LOS B A B A D C D D C C
d, Delay for Lane Group [s/veh] 10.96 8.98 11.07 9.07 44.94 33.19 35.01 45.78 29.64 30.10 X, volume / capacity 0.06 0.07 0.09 0.08 0.49 0.83 0.83 0.38 0.50 0.50 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.15 0.14 0.22 0.16 3.69 1.96 3.77 3.47 0.44 0.87 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 10.80 8.85 10.84 8.90 41.25 31.23 31.24 42.31 29.20 29.23 c, Capacity [veh/h] 767 962 777 955 100 940 480 67 873 447 s, saturation flow rate [veh/h] 1323 1702 1335 1690 1781 3560 1818 1781 3560 1822 (v / s)_i Volume / Saturation Flow Rate 0.04 0.04 0.05 0.04 0.03 0.22 0.22 0.01 0.12 0.12 g / C, Green / Cycle 0.57 0.57 0.57 0.57 0.06 0.26 0.26 0.04 0.25 0.25 g_i, Effective Green Time [s] 51 51 51 51 5 24 24 3 22 22 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90
Lane Group L C L C L C C L C C
Lane Group Calculations
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-50
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 10.96 8.98 8.98 11.07 9.07 9.07 44.94 33.74 35.01 45.78 29.78 30.10 Movement LOS B A A B A A D C D D C C
d_A, Approach Delay [s/veh] 9.81 10.01 34.25 30.38
Approach LOS A B C C
d_I, Intersection Delay [s/veh] 30.15
Intersection LOS C
Intersection V/C 0.328
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 0.00 34.68
I_p,int, Pedestrian LOS Score for Intersection 2.015 2.023 0.000 2.955 Crosswalk LOS B B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 689 689 800 467 d_b, Bicycle Delay [s] 19.35 19.35 16.21 26.46
I_b,int, Bicycle LOS Score for Intersection 1.746 1.797 2.234 1.935 Bicycle LOS A A B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-51

I I I I I I I I

I I I I I I I I I I I I I I I I I I
I
Volume to Capacity (v/c): 0.142
Level Of Service: B
Delay (sec / veh): 12.9
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 7: Eagle Road at Idyllwild Drive
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Eagle Road Idyllwild Drive Idyllwild Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 78 35 66 204 181 74
Total 15-Minute Volume [veh/h] 20 9 17 51 45 19
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7390 0.7390 0.7390 0.7390 0.7390 0.7390 Total Hourly Volume [veh/h] 58 26 49 151 134 55
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 58 26 49 151 134 55
Name Eagle Road Idyllwild Drive Idyllwild Drive
Volumes
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-52
T i Jot
Intersection LOS B
d_I, Intersection Delay [s/veh] 2.98
Approach LOS B A A
d_A, Approach Delay [s/veh] 12.23 1.91 0.00
95th-Percentile Queue Length [ft/ln] 16.85 16.85 2.85 2.85 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.67 0.67 0.11 0.11 0.00 0.00 Movement LOS B B A A A A
d_M, Delay for Movement [s/veh] 12.91 10.71 7.82 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.14 0.04 0.05 0.00 0.00 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0
Two-Stage Gap Acceptance Yes
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 2: 2 PM Ex
Ramona-State Center, San Jacinto
Version 2022 (SP 0-8)
Generated with
C-53
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-22-4559-1 Ramona Expressway and State Street Shopping Center, San Jacinto N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\Appendix\4559 Dividers.doc

APPENDIX D
YEAR 2026 CUMULATIVE LEVEL OF SERVICE

CALCULATION WORKSHEETS
D-1
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224559 - Ramona Expressway and State Street Shopping Center, San Jacinto\Report\Appendix\4559 Sub-Dividers.doc

APPENDIX D-I
YEAR 2026 CUMULATIVE

TRAFFIC CONDITIONS
D-2
Volume to Capacity (v/c): 0.288
Level Of Service: D
Delay (sec / veh): 25.5
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 1: State Street at Quandt Ranch Road
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name State Street State Street Quandt Ranch Road
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 1016 48 5 293 79 22
Total 15-Minute Volume [veh/h] 254 12 1 73 20 6
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 965 46 5 278 75 21
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 965 46 5 278 75 21
Name State Street State Street Quandt Ranch Road
Volumes
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-3
,.. ,I T
Intersection LOS D
d_I, Intersection Delay [s/veh] 1.79
Approach LOS A A D
d_A, Approach Delay [s/veh] 0.00 0.18 25.48
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.58 0.00 40.48 40.48 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.02 0.00 1.62 1.62 Movement LOS A A B A D D
d_M, Delay for Movement [s/veh] 0.00 0.00 10.54 0.00 25.54 25.27 V/C, Movement V/C Ratio 0.01 0.00 0.01 0.00 0.29 0.08
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 1
Two-Stage Gap Acceptance Yes
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-4
Volume to Capacity (v/c): 0.316
Level Of Service: F
Delay (sec / veh): 84.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 2: State Street at Community College Drive Intersection Level Of Service Report
Crosswalk No No Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Co Co Co Co
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 12 1159 72 74 426 2 2 1 16 19 2 75 Total 15-Minute Volume [veh/h] 3 290 18 18 107 1 1 0 4 5 1 19 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 11 1101 68 70 405 2 2 1 15 18 2 71 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 11 1101 68 70 405 2 2 1 15 18 2 71 Name State Street State Street Co Co Co Co
Volumes
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-5
., I Jot ., Ir + +
Intersection LOS F
d_I, Intersection Delay [s/veh] 2.96
Approach LOS A A C E
d_A, Approach Delay [s/veh] 0.08 1.82 16.10 43.66
95th-Percentile Queue Length [ft/ln] 0.81 0.00 0.00 11.29 0.00 0.00 4.38 4.38 4.38 65.39 65.39 65.39 95th-Percentile Queue Length [veh/ln] 0.03 0.00 0.00 0.45 0.00 0.00 0.18 0.18 0.18 2.62 2.62 2.62 Movement LOS A A A B A A E F B F F D
d_M, Delay for Movement [s/veh] 8.23 0.00 0.00 12.38 0.00 0.00 41.22 60.92 10.16 84.15 76.89 32.52 V/C, Movement V/C Ratio 0.01 0.01 0.00 0.13 0.00 0.00 0.02 0.02 0.02 0.32 0.03 0.17 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Free Free Stop Stop
Intersection Settings
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-6
Volume to Capacity (v/c): 0.887
Level Of Service: D
Delay (sec / veh): 41.6
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 3: State Street at Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 0 0 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-7
., II r ., I,-. .,.,ff Jr .,.,ff Jr
Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ 0 0 0 0 v_co, Outbound Pedestrian Volume crossing minor stree 0 0 0 0 v_di, Inbound Pedestrian Volume crossing major street [ 0 0 0 0 v_do, Outbound Pedestrian Volume crossing major stree 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 379 741 77 123 301 93 157 462 641 145 599 403 Total 15-Minute Volume [veh/h] 95 185 19 31 75 23 39 116 160 36 150 101 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 360 704 73 117 286 88 149 439 609 138 569 383 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 360 704 73 117 286 88 149 439 609 138 569 383 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-8
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 31 0 0 21 0 0 17 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 35 63 0 14 42 0 11 32 0 11 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 7 7 0 7 7 0 7 7 0 7 7 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protect Permis Permis Protect Permis Permis Protect Permis Permis Protect Permis Permis Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-9
95th-Percentile Queue Length [ft/ln] 488.31 382.21 78.24 184.54 263.75 253.00 113.11 120.35 684.54 103.00 161.08 349.45 95th-Percentile Queue Length [veh/ln] 19.53 15.29 3.13 7.38 10.55 10.12 4.52 4.81 27.38 4.12 6.44 13.98 50th-Percentile Queue Length [ft/ln] 337.63 252.03 43.47 102.52 160.02 151.93 62.84 66.86 501.00 57.22 89.49 226.14 50th-Percentile Queue Length [veh/ln] 13.51 10.08 1.74 4.10 6.40 6.08 2.51 2.67 20.04 2.29 3.58 9.05 Critical Lane Group Yes No No No No Yes No No Yes Yes No No Lane Group LOS E D C E E E E C D E C C
d, Delay for Lane Group [s/veh] 67.54 40.73 33.11 64.85 57.32 58.60 61.66 20.41 47.76 60.19 21.14 27.94 X, volume / capacity 0.93 0.75 0.17 0.82 0.82 0.84 0.77 0.20 0.90 0.72 0.26 0.57 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 22.19 1.17 0.19 10.72 6.63 7.81 5.99 0.20 16.96 4.66 0.28 3.28 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.32 0.11 0.11 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 45.35 39.56 32.92 54.12 50.68 50.79 55.68 20.21 30.80 55.53 20.86 24.66 c, Capacity [veh/h] 408 988 441 149 248 228 204 2275 710 203 2273 709 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1722 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.21 0.21 0.05 0.07 0.11 0.11 0.05 0.09 0.40 0.04 0.12 0.25 g / C, Green / Cycle 0.23 0.28 0.28 0.08 0.13 0.13 0.06 0.45 0.45 0.06 0.45 0.45 g_i, Effective Green Time [s] 27 33 33 10 16 16 7 54 54 7 54 54 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-10
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 67.54 40.73 33.11 64.85 57.73 58.60 61.66 20.41 47.76 60.19 21.14 27.94 Movement LOS E D C E E E E C D E C C
d_A, Approach Delay [s/veh] 48.73 59.58 39.47 28.47
Approach LOS D E D C
d_I, Intersection Delay [s/veh] 41.62
Intersection LOS D
Intersection V/C 0.887
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 49.52 49.52 49.52 49.52
I_p,int, Pedestrian LOS Score for Intersection 2.838 2.668 3.116 3.059 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 983 633 467 467 d_b, Bicycle Delay [s] 15.52 28.03 35.28 35.28
I_b,int, Bicycle LOS Score for Intersection 2.547 1.986 2.253 2.190 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-11

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.745 Volume to Capacity (v/c):

C Level Of Service:

29.6 Delay (sec / veh):
15 minutes Analysis Period:

HCM 7th Edition Analysis Method:

Signalized Control Type:

Intersection 4: State Street at Idyllwild Drive
Intersection Level Of Service Report
Yes Yes No Yes Crosswalk
No No No No Curb Present

0.00 0.00 0.00 0.00 Grade [%]

30.00 30.00 30.00 30.00 Speed [mph]

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Exit Pocket Length [ft] 0 0 0 0 0 0 0 0 0 0 0 0 No. of Lanes in Exit Pocket
100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 Entry Pocket Length [ft] 0 0 1 0 0 1 0 0 1 1 0 1 No. of Lanes in Entry Pocket

12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Lane Width [ft] Right Thru Left Right Thru Left Right Thru Left Right Thru Left Turning Movement Lane Configuration
Westbound Eastbound Southbound Northbound Approach
Idyllwild Drive Idyllwild Drive State Street State Street Name Intersection Setup
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-12
I
I
..J
--
,
..J
-
T
..J
T
..J
T
Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ 0 0 0 0 v_co, Outbound Pedestrian Volume crossing minor stree 0 0 0 0 v_di, Inbound Pedestrian Volume crossing major street [ 0 0 0 0 v_do, Outbound Pedestrian Volume crossing major stree 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 68 884 231 151 846 43 95 257 34 215 185 116 Total 15-Minute Volume [veh/h] 17 221 58 38 212 11 24 64 8 54 46 29 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 65 840 219 143 804 41 90 244 32 204 176 110 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 65 840 219 143 804 41 90 244 32 204 176 110 Name State Street State Street Idyllwild Drive Idyllwild Drive Volumes
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-13
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 11 0 0 14 0 0 18 0 0 0 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 0 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 14 29 0 13 28 0 27 31 0 17 21 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 7 7 0 7 7 0 7 7 0 7 7 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protect Permis Permis Protect Permis Permis Protect Permis Permis Protect Permis Permis Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-14
95th-Percentile Queue Length [ft/ln] 72.12 301.83 160.83 168.40 291.62 287.98 105.12 273.81 220.90 249.79 95th-Percentile Queue Length [veh/ln] 2.88 12.07 6.43 6.74 11.66 11.52 4.20 10.95 8.84 9.99 50th-Percentile Queue Length [ft/ln] 40.07 189.07 89.35 93.56 181.23 178.44 58.40 167.64 128.10 149.52 50th-Percentile Queue Length [veh/ln] 1.60 7.56 3.57 3.74 7.25 7.14 2.34 6.71 5.12 5.98 Critical Lane Group No Yes No Yes No No No Yes Yes No
Lane Group LOS D C C D C C D D D C
d, Delay for Lane Group [s/veh] 45.71 23.87 20.79 49.95 21.76 21.80 49.30 42.49 46.00 32.26 X, volume / capacity 0.59 0.62 0.37 0.84 0.55 0.55 0.74 0.87 0.86 0.68 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.71 2.09 1.63 10.11 2.71 2.76 8.25 6.74 8.17 1.85 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 41.00 21.78 19.15 39.84 19.04 19.04 41.04 35.75 37.83 30.41 c, Capacity [veh/h] 115 1415 632 179 810 797 128 336 251 442 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1838 1781 1832 1781 1751 (v / s)_i Volume / Saturation Flow Rate 0.04 0.25 0.15 0.08 0.24 0.24 0.05 0.16 0.12 0.17 g / C, Green / Cycle 0.06 0.40 0.40 0.10 0.43 0.43 0.07 0.18 0.14 0.25 g_i, Effective Green Time [s] 6 36 36 9 39 39 6 16 13 23 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90
Lane Group L C R L C C L C L C
Lane Group Calculations
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-15
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 45.71 23.87 20.79 49.95 21.78 21.80 49.30 42.49 42.49 46.00 32.26 32.26 Movement LOS D C C D C C D D D D C C
d_A, Approach Delay [s/veh] 24.52 25.87 44.16 37.98
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 29.62
Intersection LOS C
Intersection V/C 0.745
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.72 0.00 34.72 34.72
I_p,int, Pedestrian LOS Score for Intersection 2.823 0.000 2.161 2.315 Crosswalk LOS C F B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 555 533 599 377 d_b, Bicycle Delay [s] 23.51 24.24 22.09 29.65
I_b,int, Bicycle LOS Score for Intersection 2.536 2.418 2.197 2.411 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-16

I I I I I I I I

I I I I I I I I I I I I I I I I I
Volume to Capacity (v/c): 0.334
Level Of Service: A
Delay (sec / veh): 6.5
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 5: Village at San Jacinto at Project Driveway No.3 Intersection Level Of Service Report
Crosswalk Yes No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Left Thru U-turn Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Village at San Jancinto Ramona Expressway Ramona Expressway Intersection Setup
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-17
,r ,111 nllf-t
Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ 0 0 0 v_co, Outbound Pedestrian Volume crossing minor stree 0 0 0 v_di, Inbound Pedestrian Volume crossing major street [ 0 0 0 v_do, Outbound Pedestrian Volume crossing major stree 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 104 34 17 672 0 1099 89
Total 15-Minute Volume [veh/h] 26 8 4 168 0 275 22
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 99 32 16 638 0 1044 85
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 99 32 16 638 0 1044 85
Name Village at San Jancinto Ramona Expressway Ramona Expressway Volumes
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-18
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 0 0 0 10 0 14 0
Walk [s] 0 0 0 7 0 7 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 3.0 3.0 0.0
Split [s] 54 0 11 17 19 25 0
All red [s] 1.0 0.0 1.0 1.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 3.0 3.0 0.0
Maximum Green [s] 30 0 30 30 30 30 0
Minimum Green [s] 7 0 7 7 7 7 0
Lead / Lag Lead - Lead - Lead - -
Auxiliary Signal Groups
Signal Group 7 0 5 2 1 6 0
Control Type Split Split Protected Permissive Protected Permissiv Permissiv Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-19
95th-Percentile Queue Length [ft/ln] 111.88 33.18 19.01 30.31 0.00 76.54 82.08 95th-Percentile Queue Length [veh/ln] 4.48 1.33 0.76 1.21 0.00 3.06 3.28 50th-Percentile Queue Length [ft/ln] 62.16 18.43 10.56 16.84 0.00 42.52 45.60 50th-Percentile Queue Length [veh/ln] 2.49 0.74 0.42 0.67 0.00 1.70 1.82 Critical Lane Group Yes No Yes No No No Yes
Lane Group LOS D D D A A A A
d, Delay for Lane Group [s/veh] 47.01 39.94 46.85 2.50 0.00 3.67 3.95 X, volume / capacity 0.72 0.26 0.34 0.17 0.00 0.29 0.29 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 6.63 1.08 3.91 0.09 0.00 0.28 0.55 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 40.39 38.86 42.93 2.41 0.00 3.40 3.40 c, Capacity [veh/h] 144 129 50 3996 2 2697 1363
s, saturation flow rate [veh/h] 1781 1589 1781 5094 1781 3560 1799 (v / s)_i Volume / Saturation Flow Rate 0.06 0.02 0.01 0.13 0.00 0.22 0.22 g / C, Green / Cycle 0.08 0.08 0.03 0.79 0.00 0.76 0.76 g_i, Effective Green Time [s] 7 7 2 71 0 68 68
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90
Lane Group L R L C L C C
Lane Group Calculations
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-20
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.01 39.94 46.85 2.50 0.00 3.75 3.95 Movement LOS D D D A A A A
d_A, Approach Delay [s/veh] 45.27 3.59 3.77
Approach LOS D A A
d_I, Intersection Delay [s/veh] 6.55
Intersection LOS A
Intersection V/C 0.334
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.190 0.000 0.000 Crosswalk LOS B F F
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1111 289 467 d_b, Bicycle Delay [s] 8.90 32.95 26.46
I_b,int, Bicycle LOS Score for Intersection 1.560 1.939 2.213 Bicycle LOS A A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 - - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-21

I I I I

I I I I I I I I I I I I I I I I I

0.365 Volume to Capacity (v/c):

C Level Of Service:

30.0 Delay (sec / veh):
15 minutes Analysis Period:

HCM 7th Edition Analysis Method:

Signalized Control Type:

Intersection 6: Eagle Road at Ramona Expressway
Intersection Level Of Service Report
Yes No Yes Yes Crosswalk
No No No No Curb Present

0.00 0.00 0.00 0.00 Grade [%]

30.00 30.00 30.00 30.00 Speed [mph]

12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Lane Width [ft] Right Thru Left Right Thru Left Right Thru Left Right Thru Left Turning Movement Lane Configuration
Westbound Eastbound Southbound Northbound Approach
Ramona Expressway Ramona Expressway Eagle Road Eagle Road Name Intersection Setup
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-22
I
I
.J
T
.J
T
.J
--
T
.J
--
T
Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ 0 0 0 0 v_co, Outbound Pedestrian Volume crossing minor stree 0 0 0 0 v_di, Inbound Pedestrian Volume crossing major street [ 0 0 0 0 v_do, Outbound Pedestrian Volume crossing major stree 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 62 43 37 71 34 61 74 641 72 61 1075 91 Total 15-Minute Volume [veh/h] 16 11 9 18 8 15 18 160 18 15 269 23 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 59 41 35 67 32 58 70 609 68 58 1021 86 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 59 41 35 67 32 58 70 609 68 58 1021 86 Name Eagle Road Eagle Road Ramona Expressway Ramona Expressway Volumes
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-23
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 24 0 0 0 0 0 11 0 0 11 0
Walk [s] 0 7 0 0 0 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 35 0 0 35 0 15 41 0 14 40 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Permis Permis Permis Permis Permis Permis Protect Permis Permis Protect Permis Permis Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-24
95th-Percentile Queue Length [ft/ln] 31.41 34.78 35.71 41.85 78.93 191.79 195.19 64.40 314.89 325.44 95th-Percentile Queue Length [veh/ln] 1.26 1.39 1.43 1.67 3.16 7.67 7.81 2.58 12.60 13.02 50th-Percentile Queue Length [ft/ln] 17.45 19.32 19.84 23.25 43.85 106.98 109.42 35.78 199.17 207.36 50th-Percentile Queue Length [veh/ln] 0.70 0.77 0.79 0.93 1.75 4.28 4.38 1.43 7.97 8.29 Critical Lane Group No No No Yes Yes No No No No Yes
Lane Group LOS B B B B D C C D C D
d, Delay for Lane Group [s/veh] 12.80 10.26 12.64 10.42 46.19 28.33 28.80 45.28 33.32 35.21 X, volume / capacity 0.09 0.09 0.10 0.11 0.62 0.50 0.50 0.55 0.83 0.83 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.24 0.18 0.27 0.23 5.26 0.41 0.83 4.26 1.99 3.87 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 12.55 10.08 12.37 10.19 40.92 27.92 27.97 41.02 31.33 31.34 c, Capacity [veh/h] 710 930 726 904 119 950 474 110 933 471 s, saturation flow rate [veh/h] 1301 1729 1318 1680 1781 3560 1776 1781 3560 1796 (v / s)_i Volume / Saturation Flow Rate 0.05 0.05 0.05 0.06 0.04 0.13 0.13 0.03 0.22 0.22 g / C, Green / Cycle 0.54 0.54 0.54 0.54 0.07 0.27 0.27 0.06 0.26 0.26 g_i, Effective Green Time [s] 48 48 48 48 6 24 24 6 24 24 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90
Lane Group L C L C L C C L C C
Lane Group Calculations
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-25
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 12.80 10.26 10.26 12.64 10.42 10.42 46.19 28.45 28.80 45.28 33.85 35.21 Movement LOS B B B B B B D C C D C D
d_A, Approach Delay [s/veh] 11.37 11.37 30.15 34.52
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 29.97
Intersection LOS C
Intersection V/C 0.365
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 0.00 34.68
I_p,int, Pedestrian LOS Score for Intersection 2.040 2.061 0.000 2.970 Crosswalk LOS B B F C
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 689 689 822 800 d_b, Bicycle Delay [s] 19.35 19.35 15.62 16.21
I_b,int, Bicycle LOS Score for Intersection 1.794 1.834 1.992 2.234 Bicycle LOS A A A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-26

I I I I I I I I

I I I I I I I I I I I I I I I I I I
Volume to Capacity (v/c): 0.342
Level Of Service: C
Delay (sec / veh): 22.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 7: Eagle Road at Idyllwild Drive
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Eagle Road Idyllwild Drive Idyllwild Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 113 42 33 615 476 80
Total 15-Minute Volume [veh/h] 28 11 8 154 119 20
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 107 40 31 584 452 76
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 107 40 31 584 452 76
Name Eagle Road Idyllwild Drive Idyllwild Drive
Volumes
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-27
T i ,..

Intersection LOS C
d_I, Intersection Delay [s/veh] 2.66
Approach LOS C A A
d_A, Approach Delay [s/veh] 21.48 0.44 0.00
95th-Percentile Queue Length [ft/ln] 50.07 50.07 1.40 1.40 0.00 0.00 95th-Percentile Queue Length [veh/ln] 2.00 2.00 0.06 0.06 0.00 0.00 Movement LOS C C A A A A
d_M, Delay for Movement [s/veh] 22.69 18.22 8.59 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.34 0.08 0.03 0.01 0.00 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0
Two-Stage Gap Acceptance Yes
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 3: 3 AM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-28
Volume to Capacity (v/c): 0.134
Level Of Service: C
Delay (sec / veh): 19.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 1: State Street at Quandt Ranch Road
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name State Street State Street Quandt Ranch Road
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 560 57 24 747 39 5
Total 15-Minute Volume [veh/h] 140 14 6 187 10 1
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 532 54 23 710 37 5
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 532 54 23 710 37 5
Name State Street State Street Quandt Ranch Road
Volumes
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-29
,.. ,I T
Intersection LOS C
d_I, Intersection Delay [s/veh] 0.72
Approach LOS A A C
d_A, Approach Delay [s/veh] 0.00 0.27 18.73
95th-Percentile Queue Length [ft/ln] 0.00 0.00 1.92 0.00 12.41 12.41 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.08 0.00 0.50 0.50 Movement LOS A A A A C B
d_M, Delay for Movement [s/veh] 0.00 0.00 8.83 0.00 19.34 14.05 V/C, Movement V/C Ratio 0.01 0.00 0.02 0.01 0.13 0.01
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 1
Two-Stage Gap Acceptance Yes
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-30
Volume to Capacity (v/c): 0.012
Level Of Service: F
Delay (sec / veh): 55.6
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 2: State Street at Community College Drive Intersection Level Of Service Report
Crosswalk No No Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 1 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Co Co Co Co
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 41 628 46 88 761 2 1 2 27 19 1 27 Total 15-Minute Volume [veh/h] 10 157 12 22 190 1 0 1 7 5 0 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 39 597 44 84 723 2 1 2 26 18 1 26 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 39 597 44 84 723 2 1 2 26 18 1 26 Name State Street State Street Co Co Co Co
Volumes
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-31
., I Jot ., Ir + +
Intersection LOS F
d_I, Intersection Delay [s/veh] 1.90
Approach LOS A A C D
d_A, Approach Delay [s/veh] 0.54 0.97 15.42 30.91
95th-Percentile Queue Length [ft/ln] 3.82 0.00 0.00 7.98 0.00 0.00 6.48 6.48 6.48 24.14 24.14 24.14 95th-Percentile Queue Length [veh/ln] 0.15 0.00 0.00 0.32 0.00 0.00 0.26 0.26 0.26 0.97 0.97 0.97 Movement LOS A A A A A A E F B E F C
d_M, Delay for Movement [s/veh] 9.48 0.00 0.00 9.36 0.00 0.00 45.20 51.33 11.66 49.45 55.63 16.94 V/C, Movement V/C Ratio 0.05 0.01 0.00 0.10 0.01 0.00 0.01 0.03 0.04 0.20 0.01 0.04 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Free Free Stop Stop
Intersection Settings
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-32
Volume to Capacity (v/c): 1.050
Level Of Service: E
Delay (sec / veh): 62.6
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 3: State Street at Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 0 0 0 1 1 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-33
., II r ., I,-. .,.,ff Jr .,.,ff Jr
Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ 0 0 0 0 v_co, Outbound Pedestrian Volume crossing minor stree 0 0 0 0 v_di, Inbound Pedestrian Volume crossing major street [ 0 0 0 0 v_do, Outbound Pedestrian Volume crossing major stree 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 542 553 105 271 489 93 166 881 647 133 529 188 Total 15-Minute Volume [veh/h] 136 138 26 68 122 23 42 220 162 33 132 47 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 515 525 100 257 465 88 158 837 615 126 503 179 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 515 525 100 257 465 88 158 837 615 126 503 179 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-34
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 31 0 0 21 0 0 18 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 35 42 0 35 42 0 14 32 0 11 29 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 7 7 0 7 7 0 7 7 0 7 7 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protect Permis Permis Protect Permis Permis Protect Permis Permis Protect Permis Permis Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-35
95th-Percentile Queue Length [ft/ln] 958.94 286.10 109.88 345.83 358.10 343.24 117.41 271.12 996.88 93.19 166.46 188.06 95th-Percentile Queue Length [veh/ln] 38.36 11.44 4.40 13.83 14.32 13.73 4.70 10.84 39.88 3.73 6.66 7.52 50th-Percentile Queue Length [ft/ln] 661.71 177.00 61.04 223.29 232.95 221.26 65.23 165.60 709.25 51.77 92.48 104.48 50th-Percentile Queue Length [veh/ln] 26.47 7.08 2.44 8.93 9.32 8.85 2.61 6.62 28.37 2.07 3.70 4.18 Critical Lane Group Yes No No No No Yes No No Yes Yes No No Lane Group LOS F D C E D D E C F E C C
d, Delay for Lane Group [s/veh] 145.90 38.29 34.43 60.70 54.44 54.84 59.58 30.06 110.14 58.77 27.90 29.49 X, volume / capacity 1.18 0.57 0.24 0.89 0.87 0.87 0.73 0.47 1.11 0.65 0.29 0.33 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 101.34 0.54 0.29 11.94 6.80 7.20 4.50 0.86 72.05 3.47 0.40 1.54 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.11 0.11 0.15 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 44.57 37.75 34.14 48.76 47.63 47.64 55.08 29.20 38.08 55.30 27.50 27.95 c, Capacity [veh/h] 459 966 431 303 344 325 227 1864 582 204 1831 571 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1767 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.30 0.16 0.07 0.15 0.16 0.16 0.05 0.17 0.41 0.04 0.10 0.12 g / C, Green / Cycle 0.26 0.27 0.27 0.17 0.18 0.18 0.06 0.37 0.37 0.06 0.36 0.36 g_i, Effective Green Time [s] 31 33 33 20 22 22 8 44 44 7 43 43 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-36
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 145.90 38.29 34.43 60.70 54.59 54.84 59.58 30.06 110.14 58.77 27.90 29.49 Movement LOS F D C E D D E C F E C C
d_A, Approach Delay [s/veh] 86.56 56.56 63.54 33.08
Approach LOS F E E C
d_I, Intersection Delay [s/veh] 62.62
Intersection LOS E
Intersection V/C 1.050
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 49.54 49.54 49.54 49.54
I_p,int, Pedestrian LOS Score for Intersection 2.868 2.657 3.173 3.091 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 633 633 466 416 d_b, Bicycle Delay [s] 28.04 28.04 35.30 37.63
I_b,int, Bicycle LOS Score for Intersection 2.550 2.263 2.491 2.027 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-37

I I I I I I I I

I I I I I I I I I I I I I I I I I

0.585 Volume to Capacity (v/c):

B Level Of Service:

18.2 Delay (sec / veh):
15 minutes Analysis Period:

HCM 7th Edition Analysis Method:

Signalized Control Type:

Intersection 4: State Street at Idyllwild Drive
Intersection Level Of Service Report
Yes Yes No Yes Crosswalk
No No No No Curb Present

0.00 0.00 0.00 0.00 Grade [%]

30.00 30.00 30.00 30.00 Speed [mph]

12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Lane Width [ft] Right Thru Left Right Thru Left Right Thru Left Right Thru Left Turning Movement Lane Configuration
Westbound Eastbound Southbound Northbound Approach
Idyllwild Drive Idyllwild Drive State Street State Street Name Intersection Setup
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-38
I
I
..J
--
,
..J
-
T
..J
T
..J
T
Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ 0 0 0 0 v_co, Outbound Pedestrian Volume crossing minor stree 0 0 0 0 v_di, Inbound Pedestrian Volume crossing major street [ 0 0 0 0 v_do, Outbound Pedestrian Volume crossing major stree 0 0 0 0 Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 47 1044 103 80 1124 72 92 46 46 60 61 75 Total 15-Minute Volume [veh/h] 12 261 26 20 281 18 23 12 12 15 15 19 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 0.9500 Total Hourly Volume [veh/h] 45 992 98 76 1068 68 87 44 44 57 58 71 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 45 992 98 76 1068 68 87 44 44 57 58 71 Name State Street State Street Idyllwild Drive Idyllwild Drive Volumes
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-39
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 21 0 0 10 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 11 21 0 11 21 0 11 45 0 13 47 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 7 7 0 7 7 0 7 7 0 7 7 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protect Permis Permis Protect Permis Permis Protect Permis Permis Protect Permis Permis Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-40
95th-Percentile Queue Length [ft/ln] 49.53 244.75 40.24 86.00 284.19 280.46 101.10 89.26 63.32 146.98 95th-Percentile Queue Length [veh/ln] 1.98 9.79 1.61 3.44 11.37 11.22 4.04 3.57 2.53 5.88 50th-Percentile Queue Length [ft/ln] 27.52 145.75 22.36 47.78 175.54 172.70 56.17 49.59 35.18 81.65 50th-Percentile Queue Length [veh/ln] 1.10 5.83 0.89 1.91 7.02 6.91 2.25 1.98 1.41 3.27 Critical Lane Group Yes No No No No Yes Yes No No Yes
Lane Group LOS D B A D B B D D D D
d, Delay for Lane Group [s/veh] 44.93 12.06 8.69 46.84 12.84 12.90 48.70 39.54 45.25 47.19 X, volume / capacity 0.48 0.50 0.11 0.66 0.54 0.54 0.73 0.48 0.55 0.79 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.58 0.88 0.24 5.87 1.90 1.95 7.68 1.89 4.17 7.64 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 41.35 11.17 8.45 40.97 10.93 10.94 41.02 37.65 41.08 39.55 c, Capacity [veh/h] 98 2070 924 122 1112 1089 127 191 110 173 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1831 1781 1718 1781 1704 (v / s)_i Volume / Saturation Flow Rate 0.03 0.29 0.06 0.04 0.32 0.32 0.05 0.05 0.03 0.08 g / C, Green / Cycle 0.05 0.58 0.58 0.07 0.60 0.60 0.07 0.11 0.06 0.10 g_i, Effective Green Time [s] 5 53 53 6 54 54 6 10 6 9
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90
Lane Group L C R L C C L C L C
Lane Group Calculations
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-41
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 44.93 12.06 8.69 46.84 12.87 12.90 48.70 39.54 39.54 45.25 47.19 47.19 Movement LOS D B A D B B D D D D D D
d_A, Approach Delay [s/veh] 13.06 15.00 44.12 46.60
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 18.24
Intersection LOS B
Intersection V/C 0.585
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.72 0.00 34.72 34.72
I_p,int, Pedestrian LOS Score for Intersection 2.846 0.000 2.058 2.078 Crosswalk LOS C F B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 377 377 910 955 d_b, Bicycle Delay [s] 29.65 29.65 13.37 12.31
I_b,int, Bicycle LOS Score for Intersection 2.545 2.612 1.863 1.883 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 PM 2026
Ramona-State Center, San Jacinto
Version 2022 (SP 0-11)
Generated with
D-42

San Jacinto City CouncilJuly 21, 2026

San Jacinto City Council
July 21, 2026