Cities Index.
Attachment 3- Exhibit B to attachment 1- Inisital Study/Mitigated Negative Declaration

Manteca City Council
January 10, 2023

Document
Attachment 3- Exhibit B to attachment 1- Inisital Study/Mitigated Negative Declaration
Meeting
January 10, 2023
Body
Manteca City Council
Pages
63
Original file
28.5 MB
Text extracted from the city's file for reading and search. Open the original on manteca-ca.legistar1.com. That file is the official record.

Date of Government Version: 04/01/2021
Date Data Arrived at EDR: 04/01/2021
Date Made Active in Reports: 06/23/2021
Number of Days to Update: 83
Source: Department of Health Services
Telephone: 707-565-6565
Last EDR Contact: 06/15/2021
Next Scheduled EDR Contact: 10/04/2021
Data Release Frequency: Quarterly
STANISLAUS COUNTY:

CUPA STANISLAUS: CUPA Facility List
Cupa facility list
Date of Government Version: 02/09/2021
Date Data Arrived at EDR: 02/11/2021
Date Made Active in Reports: 05/05/2021
Number of Days to Update: 83
Source: Stanislaus County Department of Ennvironmental Protection Telephone: 209-525-6751
Last EDR Contact: 07/06/2021
Next Scheduled EDR Contact: 10/25/2021
Data Release Frequency: Varies
SUTTER COUNTY:

TC6593230.2s Page GR-48

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
UST SUTTER: Underground Storage Tanks
Underground storage tank sites located in Sutter county.

Date of Government Version: 03/01/2021
Date Data Arrived at EDR: 03/02/2021
Date Made Active in Reports: 05/19/2021
Number of Days to Update: 78
Source: Sutter County Environmental Health Services
Telephone: 530-822-7500
Last EDR Contact: 05/25/2021
Next Scheduled EDR Contact: 09/13/2021
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: 04/27/2021
Next Scheduled EDR Contact: 08/16/2021
Data Release Frequency: Varies
TRINITY COUNTY:

CUPA TRINITY: CUPA Facility List
Cupa facility list
Date of Government Version: 04/14/2021
Date Data Arrived at EDR: 04/15/2021
Date Made Active in Reports: 07/06/2021
Number of Days to Update: 82
Source: Department of Toxic Substances Control
Telephone: 760-352-0381
Last EDR Contact: 07/13/2021
Next Scheduled EDR Contact: 11/01/2021
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: 04/27/2021
Next Scheduled EDR Contact: 08/16/2021
Data Release Frequency: Varies
TUOLUMNE COUNTY:

CUPA TUOLUMNE: CUPA Facility List
Cupa facility list
Date of Government Version: 04/23/2018
Date Data Arrived at EDR: 04/25/2018
Date Made Active in Reports: 06/25/2018
Number of Days to Update: 61
Source: Divison of Environmental Health
Telephone: 209-533-5633
Last EDR Contact: 07/13/2021
Next Scheduled EDR Contact: 11/01/2021
Data Release Frequency: Varies
VENTURA COUNTY:

TC6593230.2s Page GR-49

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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: 03/29/2021
Date Data Arrived at EDR: 04/22/2021
Date Made Active in Reports: 07/12/2021
Number of Days to Update: 81
Source: Ventura County Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 07/15/2021
Next Scheduled EDR Contact: 11/01/2021
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: 06/22/2021
Next Scheduled EDR Contact: 10/11/2021
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: 05/05/2021
Next Scheduled EDR Contact: 08/23/2021
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: 03/29/2021
Date Data Arrived at EDR: 04/21/2021
Date Made Active in Reports: 04/23/2021
Number of Days to Update: 2
Source: Ventura County Resource Management Agency
Telephone: 805-654-2813
Last EDR Contact: 07/15/2021
Next Scheduled EDR Contact: 11/01/2021
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: 03/01/2021
Date Data Arrived at EDR: 03/09/2021
Date Made Active in Reports: 03/31/2021
Number of Days to Update: 22
Source: Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 06/04/2021
Next Scheduled EDR Contact: 09/20/2021
Data Release Frequency: Quarterly
YOLO COUNTY:

UST YOLO: Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county.

Date of Government Version: 03/26/2021
Date Data Arrived at EDR: 04/01/2021
Date Made Active in Reports: 06/23/2021
Number of Days to Update: 83
Source: Yolo County Department of Health
Telephone: 530-666-8646
Last EDR Contact: 06/22/2021
Next Scheduled EDR Contact: 10/11/2021
Data Release Frequency: Annually
YUBA COUNTY:

TC6593230.2s Page GR-50

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CUPA YUBA: CUPA Facility List
CUPA facility listing for Yuba County.

Date of Government Version: 04/21/2021
Date Data Arrived at EDR: 04/22/2021
Date Made Active in Reports: 05/12/2021
Number of Days to Update: 20
Source: Yuba County Environmental Health Department
Telephone: 530-749-7523
Last EDR Contact: 07/20/2021
Next Scheduled EDR Contact: 11/08/2021
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: 10/05/2020
Date Data Arrived at EDR: 02/17/2021
Date Made Active in Reports: 05/10/2021
Number of Days to Update: 82
Source: Department of Energy & Environmental Protection Telephone: 860-424-3375
Last EDR Contact: 05/11/2021
Next Scheduled EDR Contact: 08/23/2021
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: 07/09/2021
Next Scheduled EDR Contact: 10/18/2021
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: 04/29/2020
Date Made Active in Reports: 07/10/2020
Number of Days to Update: 72
Source: Department of Environmental Conservation
Telephone: 518-402-8651
Last EDR Contact: 04/30/2021
Next Scheduled EDR Contact: 08/09/2021
Data Release Frequency: Quarterly
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: 07/07/2021
Next Scheduled EDR Contact: 10/25/2021
Data Release Frequency: Annually
RI MANIFEST: Manifest information
Hazardous waste manifest information
Date of Government Version: 12/31/2019
Date Data Arrived at EDR: 02/11/2021
Date Made Active in Reports: 02/24/2021
Number of Days to Update: 13
Source: Department of Environmental Management
Telephone: 401-222-2797
Last EDR Contact: 05/13/2021
Next Scheduled EDR Contact: 08/30/2021
Data Release Frequency: Annually
TC6593230.2s Page GR-51

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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: 06/03/2021
Next Scheduled EDR Contact: 09/20/2021
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.

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
TC6593230.2s Page GR-52

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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
© 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.

TC6593230.2s Page GR-53

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
TC6593230.2s 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: 2012
East Map: 5640398 MANTECA, CA
Version Date: 2012
Target Property Map: 5640064 LATHROP, CA

USGS TOPOGRAPHIC MAP
Elevation: 23 ft. above sea level
UTM Y (Meters): 4188261.5
UTM X (Meters): 653387.2
Universal Tranverse Mercator: Zone 10
Longitude (West): 121.257049 - 121˚ 15’ 25.38’’
Latitude (North): 37.830741 - 37˚ 49’ 50.67’’

TARGET PROPERTY COORDINATES
LATHROP, CA 95330
2205 N AIRPORT WAY
2205 N AIRPORT WAY

TARGET PROPERTY ADDRESS
GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM ®
TC6593230.2s 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: 23 ft.

North South
West East 24242322 23 25 26252524232322 23 262525 2727 20 2222222222222222 23 24 25 26 2727272727 29 General Topographic Gradient: General NW

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 ®
TC6593230.2s 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
LATHROP YES - refer to the Overview Map and Detail Map

NATIONAL WETLAND INVENTORY
NWI Electronic
NWI Quad at Target Property Data Coverage
06077C0630F FEMA FIRM Flood data
Additional Panels in search area: FEMA Source Type
06077C0610F 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 ®
TC6593230.2s 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: Stratifed Sequence
System: Quaternary
Series: Quaternary
Code: Q (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.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1 2
3 0 1/16 1/8 1/4 Miles
TC6593230.2s Page A-6
Max: Min:

Min: 0
Not reported Max: 0.01
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
3 53 inches 70 inches cemented Silt-Clay
Max: Min:

Min: 0
Not reported Max: 0.01
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 14 inches 53 inches fine sandy loam Silt-Clay
Max: Min:

Min: 0
Not reported Max: 0.01
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
1 0 inches 14 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: Partially 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: VERITAS
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 ®
TC6593230.2s Page A-7
Min: 6.6
Max: 8.4
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Sand.

Gravel and
Fragments,
200), Stone
passing No.
pct. or less
materials (35
Granular
sand
3 53 inches 74 inches loamy coarse
Min: 6.6
Max: 8.4
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Sand.

Gravel and
Fragments,
200), Stone
passing No.
pct. or less
materials (35
Granular
sand
2 27 inches 53 inches loamy coarse
Min: 6.6
Max: 8.4
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Sand.

Gravel and
Fragments,
200), Stone
passing No.
pct. or less
materials (35
Granular
sand
1 0 inches 27 inches loamy coarse
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: Well drained
excessively drained sands and gravels.

Hydrologic Group: Class A - High infiltration rates. Soils are deep, well drained to Soil Surface Texture: loamy coarse sand
Soil Component Name: TINNIN
Soil Map ID: 2
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6593230.2s Page A-8
Max: Min:

Min: 0
Not reported Max: 0
Sand.

Gravel and
Fragments,
200), Stone
passing No.
pct. or less
materials (35
3 55 inches 59 inches cemented Granular
Max: Min:

Min: 0
Not reported Max: 0
Sand.

Gravel and
Fragments,
200), Stone
passing No.
pct. or less
materials (35
2 14 inches 55 inches loamy sand Granular
Max: Min:

Min: 0
Not reported Max: 0
Sand.

Gravel and
Fragments,
200), Stone
passing No.
pct. or less
materials (35
1 0 inches 14 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: Partially hydric
Soil Drainage Class: Moderately well 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: TIMOR
Soil Map ID: 3
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6593230.2s Page A-9
D20 CADDW0000006890 1/2 - 1 Mile SSW
D19 CAUSGSN00010222 1/2 - 1 Mile SSW
D18 CAUSGS000000913 1/2 - 1 Mile SSW
16 CADWR9000037727 1/2 - 1 Mile NE
15 CADPR0000003351 1/2 - 1 Mile East
14 CADPR0000001239 1/2 - 1 Mile ENE
13 CADWR0000019760 1/2 - 1 Mile South
C12 1027 1/2 - 1 Mile SSW
C11 CADDW0000005952 1/2 - 1 Mile SSW
B10 CADDW0000001417 1/2 - 1 Mile SSE
B9 CADDW0000013917 1/2 - 1 Mile SSE
A8 CADDW0000019630 1/2 - 1 Mile SE
A7 CALLNL000001266 1/2 - 1 Mile SE
6 CADPR0000004604 1/2 - 1 Mile NNW
5 236 1/2 - 1 Mile South
4 CADDW0000009667 1/4 - 1/2 Mile East
3 CADWR9000037720 1/4 - 1/2 Mile NNE
1 CADPR0000004074 0 - 1/8 Mile NNW

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
D22 USGS40000185811 1/2 - 1 Mile SW
D17 USGS40000185808 1/2 - 1 Mile SSW
2 USGS40000185860 1/8 - 1/4 Mile NE

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
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC6593230.2s Page A-10
1 CAOG14000008502 1/2 - 1 Mile SSW

STATE OIL/GAS WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP

OTHER STATE DATABASE INFORMATION
D21 CAPFAS000001421 1/2 - 1 Mile SSW

STATE DATABASE WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.

CA
TC6593230.2s Page A-12
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=3901379-001&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ Other Name: WELL HEAD GAMA PFAS Testing: Not Reported
Source: Department of Health Services
Well ID: 3901379-001 Well Type: MUNICIPAL
4 East
1/4 - 1/2 Mile
Lower
CA WELLS CADDW0000009667
Well Depth: 0 Well Completion Rpt #: Not Reported
Well Use: Unknown Well Type: Unknown
Well Name: Not Reported Basin Name: Eastern San Joaquin State Well #: 01S06E24H002M Station ID: 3214
3 NNE
1/4 - 1/2 Mile
Higher
CA WELLS CADWR9000037720
Well Hole Depth Units: ft
Well Depth Units: ft Well Hole Depth: 160
Construction Date: 19720725 Well Depth: 160
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: Central Valley aquifer system
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18040005
Monitor Location: 001S006E24J003M Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
2 NE
1/8 - 1/4 Mile
Higher
FED USGS USGS40000185860
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=79370&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DPR&samp_ Other Name: 79370 GAMA PFAS Testing: Not Reported
Source: Department of Pesticide Regulation
Well ID: 79370 Well Type: UNK
1 NNW
0 - 1/8 Mile
Higher
CA WELLS CADPR0000004074
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6593230.2s Page A-13
Chemical: Helium-4 Results: .000000209735
Units: cm3STP/g Date: 11/05/2003
Chemical: Krypton Results: .0000000834841
Units: atom ratio Date: 11/05/2003
Chemical: Helium-3/Helium-4 Results: .00000172379
GeoTracker Data: Not Reported
Groundwater Quality Data: Not Reported
Other Name: 3910005-023 GAMA PFAS Testing: Not Reported Source: Lawrence Livermore National Laboratory
Well ID: 101327 Well Type: MUNICIPAL
A7
SE
1/2 - 1 Mile
Higher
CA WELLS CALLNL000001266
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=79371&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DPR&samp_ Other Name: 79371 GAMA PFAS Testing: Not Reported
Source: Department of Pesticide Regulation
Well ID: 79371 Well Type: UNK
6 NNW
1/2 - 1 Mile
Higher
CA WELLS CADPR0000004604
Area serve: Not Reported
Pop serv: 0 Connection: 0
Zip: Not Reported Zip ext: Not Reported
City: Not Reported State: Not Reported
Hqname: Not Reported Address: Not Reported
System no: 3901126 System nam: Flag Stone Apartments
Comment 7: Not Reported
Comment 5: Not Reported Comment 6: Not Reported
Comment 3: Not Reported Comment 4: Not Reported
Comment 1: 15415 S AIRPORT MANTECA CA 95336 Comment 2: Not Reported Precision: 3 Status: AR
Latitude: 374920.0 Longitude: 1211515.0
Source nam: WELL 01 Station ty: WELL/AMBNT/MUN/INTAKE
System no: 3901126 Water type: G
District: 69 User id: 39C
Frds no: 3901126001 County: 39
Seq: 236 Prim sta c: 01N/06E-25H02 M
5 South
1/2 - 1 Mile
Higher
CA WELLS 236
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6593230.2s Page A-14
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=3901126-001&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ Other Name: WELL 01 - INACTIVE GAMA PFAS Testing: Not Reported Source: Department of Health Services
Well ID: 3901126-001 Well Type: MUNICIPAL
B10
SSE
1/2 - 1 Mile
Lower
CA WELLS CADDW0000001417
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=3900816-001&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ Other Name: WELL 01 - INACTIVE GAMA PFAS Testing: Not Reported Source: Department of Health Services
Well ID: 3900816-001 Well Type: MUNICIPAL
B9
SSE
1/2 - 1 Mile
Lower
CA WELLS CADDW0000013917
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=3910005-036&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ Other Name: WELL NO. 23 - RAW GAMA PFAS Testing: Not Reported Source: Department of Health Services
Well ID: 3910005-036 Well Type: MUNICIPAL
A8
SE
1/2 - 1 Mile
Higher
CA WELLS CADDW0000019630
Units: cm3STP/g Date: 11/05/2003
Chemical: Neon Results: .000000235772
Units: cm3STP/g Date: 11/05/2003
Chemical: Argon Results: .000367134
Units: pCi/L Date: 02/28/2003
Chemical: Tritium (Hydrogen 3) Results: 13
Units: cm3STP/g Date: 11/05/2003
Chemical: Xenon Results: .0000000108189
Units: cm3STP/g Date: 11/05/2003
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6593230.2s Page A-15
Source: Department of Pesticide Regulation
Well ID: 78429 Well Type: UNK
14 ENE
1/2 - 1 Mile
Higher
CA WELLS CADPR0000001239
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=01S06E25H001M&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 01S06E25H001M GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 01S06E25H001M Well Type: UNK
13 South
1/2 - 1 Mile
Higher
CA WELLS CADWR0000019760
Area serve: LATHROP
Pop serv: 8429 Connection: 2213
Zip: 95330 Zip ext: Not Reported
City: LATHROP State: CA
Hqname: Not Reported Address: 16775 S. HWOLAND RD., SUITE 1 System no: 3910015 System nam: City Of Lathrop
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: 3 Status: AR
Latitude: 374909.0 Longitude: 1211544.0
Source nam: WELL 05 Station ty: WELL/AMBNT/MUN/INTAKE
System no: 3910015 Water type: G
District: 10 User id: PTA
Frds no: 3910015004 County: 39
Seq: 1027 Prim sta c: 01S/06E-25C01 M
C12
SSW
1/2 - 1 Mile
Higher
CA WELLS 1027
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=3910015-004&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ Other Name: WELL 05 - DESTROYED GAMA PFAS Testing: Not Reported Source: Department of Health Services
Well ID: 3910015-004 Well Type: MUNICIPAL
C11
SSW
1/2 - 1 Mile
Higher
CA WELLS CADDW0000005952
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6593230.2s Page A-16
_date=&global_id=&assigned_name=Vanadium Study&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGS&samp Other Name: Vanadium Study GAMA PFAS Testing: Not Reported Source: United States Geological Survey
Well ID: Vanadium Study Well Type: MUNICIPAL
D18
SSW
1/2 - 1 Mile
Higher
CA WELLS CAUSGS000000913
Well Hole Depth Units: ft
Well Depth Units: ft Well Hole Depth: 300
Construction Date: 198809 Well Depth: 270
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: Central Valley aquifer system
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: LATHROP WELL NO 7 HUC: Not Reported
Monitor Location: 001S006E25M004M Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
D17
SSW
1/2 - 1 Mile
Higher
FED USGS USGS40000185808
Well Depth: 0 Well Completion Rpt #: Not Reported
Well Use: Unknown Well Type: Unknown
Well Name: Not Reported Basin Name: Eastern San Joaquin State Well #: 01S07E19B001M Station ID: 3228
16 NE
1/2 - 1 Mile
Higher
CA WELLS CADWR9000037727
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=78428&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DPR&samp_ Other Name: 78428 GAMA PFAS Testing: Not Reported
Source: Department of Pesticide Regulation
Well ID: 78428 Well Type: UNK
15 East
1/2 - 1 Mile
Higher
CA WELLS CADPR0000003351
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=78429&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DPR&samp_ Other Name: 78429 GAMA PFAS Testing: Not Reported
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6593230.2s Page A-17
Well Hole Depth Units: ft
Well Depth Units: ft Well Hole Depth: 251
Construction Date: 19700101 Well Depth: 250
Formation Type: Not Reported Aquifer Type: Not Reported Aquifer: Central Valley aquifer system
Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Drainage Area: Not Reported Drainage Area Units: Not Reported Description: Not Reported HUC: 18040005
Monitor Location: 001S006E25M002M Type: Well
Organization Name: USGS California Water Science Center Organization ID: USGS-CA
D22
SW
1/2 - 1 Mile
Higher
FED USGS USGS40000185811
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=3910015-006&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ Other Name: WELL NO. 07 - RAW GAMA PFAS Testing: Yes
Source: Department of Health Services
Well ID: 3910015-006 Well Type: MUNICIPAL
D21
SSW
1/2 - 1 Mile
Higher
CA WELLS CAPFAS000001421
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=3910015-006&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ Other Name: WELL NO. 07 - RAW GAMA PFAS Testing: Not Reported Source: Department of Health Services
Well ID: 3910015-006 Well Type: MUNICIPAL
D20
SSW
1/2 - 1 Mile
Higher
CA WELLS CADDW0000006890
GeoTracker Data: Not Reported
amp_date=&global_id=&assigned_name=USGS-374908121155901&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s Other Name: USGS-374908121155901 GAMA PFAS Testing: Not Reported Source: United States Geological Survey
Well ID: USGS-374908121155901 Well Type: UNK
D19
SSW
1/2 - 1 Mile
Higher
CA WELLS CAUSGSN00010222
GeoTracker Data: Not Reported
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6593230.2s Page A-18
Spud Date: 03/28/1970
Confidential Well: N Directionally Drilled: N
Area Name: Any Area GIS Source: hud
Lease Name: S.P. Field Name: Any Field
Well Status: Plugged Well Type: Dry Hole
API #: 0407720109 Well #: 1
1 SSW
1/2 - 1 Mile
OIL_GAS CAOG14000008502
Map ID
Direction
Distance Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
TC6593230.2s Page A-19
Basement 2.050 pCi/L 100% 0% 0%
Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Living Area - 1st Floor 2.530 pCi/L 90% 10% 0%
Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Number of sites tested: 20
Federal Area Radon Information for SAN JOAQUIN 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 SAN JOAQUIN County: 3
95330 2 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.

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

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.

TC6593230.2s 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
TC6593230.2s Page PSGR-2

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.

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

TC6593230.2s Page PSGR-3

PHYSICAL SETTING SOURCE RECORDS SEARCHED

APPENDIX D

AERIAL PHOTOGRAPHS
The EDR Aerial Photo Decade Package
2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 Inquiry Number: July 26, 2021 6593230.8 6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
2016 1"=500' Flight Year: 2016 USDA/NAIP
2012 1"=500' Flight Year: 2012 USDA/NAIP
2009 1"=500' Flight Year: 2009 USDA/NAIP
2006 1"=500' Flight Year: 2006 USDA/NAIP
1993 1"=500' Acquisition Date: January 01, 1993 USGS/DOQQ 1982 1"=500' Flight Date: June 26, 1982 USDA
1975 1"=500' Flight Date: November 11, 1975 Cartwright
1968 1"=500' Flight Date: May 01, 1968 USGS
1963 1"=500' Flight Date: June 01, 1963 USDA
1957 1"=500' Flight Date: July 12, 1957 USDA
1940 1"=500' Flight Date: May 26, 1940 USDA
1937 1"=500' Flight Date: August 14, 1937 USDA
EDR Aerial Photo Decade Package 07/26/21 2205 N Airport Way Site Name: Client Name: Langan 2205 N Airport Way 135 Main Street Suite 1500 Lathrop, CA 95330 SAn Francisco, CA 94105 EDR Inquiry # 6593230.8 Contact: Sarah Torkelson Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive.

Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY

DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,

WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.

Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2021 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 6593230 - 8 page 2 6593230.8 2016 = 500'
6593230.8 2012 = 500'
6593230.8 2009 = 500'
6593230.8 2006 = 500'
6593230.8 1993 = 500'
6593230.8 1982 = 500'
6593230.8 1975 = 500'
6593230.8 1968 = 500'
6593230.8 1963 = 500'
6593230.8 1957 = 500'
6593230.8 1940 = 500'
6593230.8 1937 = 500'

APPENDIX E

SANBORN FIRE INSURANCE MAPS
Certified Sanborn® Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 July 26, 2021 6593230.3 Certified Sanborn® Map Report
Certified Sanborn Results:

Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners.
- page
The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:

Library of Congress
University Publications of America
EDR Private Collection
The Sanborn Library LLC Since 1866™
Limited Permission To Make Copies
Sanborn® Library search results
EDR Inquiry # Contact:

Site Name: Client Name:

Certification #
PO #
Project
07/26/21 2205 N Airport Way 2205 N Airport Way Langan 135 Main Street Suite 1500 Lathrop, CA 953306593230.3 SAn Francisco, CA 94105 Sarah Torkelson The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Langan were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn.

The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. 5CAB-4114-92E3 770682101 UNMAPPED PROPERTY 2205 N Airport Way, Manteca This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found.

Certification #: 5CAB-4114-92E3
Langan (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.

This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY

DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,

WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.

Additionally, the information provided in this Report is not to be construed as legal advice.

Copyright 2021 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 6593230 3 2

APPENDIX F

TOPOGRAPHIC MAPS
EDR Historical Topo Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
with QuadMatch™
2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 July 26, 2021 6593230.4 EDR Historical Topo Map Report
EDR Inquiry #
Search Results:

P.O.#
Project:

Maps Provided:

Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners.
- page
Coordinates:

Latitude:

Longitude:

UTM Zone:

UTM X Meters:

UTM Y Meters:

Elevation:

Contact:

Site Name: Client Name:
2012
1996
1994
1991
1987
1976
1968
1952
1914, 1915
07/26/21 2205 N Airport Way Langan 2205 N Airport Way 135 Main Street Suite 1500 Lathrop, CA 95330 SAn Francisco, CA 94105 6593230.4 Sarah Torkelson EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Langan were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. 770682101 37.830741 37° 49' 51" North 2205 N Airport Way, Manteca -121.257049 -121° 15' 25" West Zone 10 North 653383.40 4188466.79 23.00' above sea level This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY

DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,

WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.

Additionally, the information provided in this Report is not to be construed as legal advice.

Copyright 2021 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 6593230 4 2 page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
2012 Source Sheets
2012
Lathrop

7.5-minute, 24000
2012
Manteca

7.5-minute, 24000
1996 Source Sheets
1996
Lathrop

7.5-minute, 24000
Aerial Photo Revised 1982
1994 Source Sheets
1994
Lathrop

7.5-minute, 24000
Aerial Photo Revised 1982
1994
Manteca

7.5-minute, 24000
Aerial Photo Revised 1982
1991 Source Sheets
1991
Manteca

7.5-minute, 24000
Aerial Photo Revised 1982
6593230 4 3
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1987 Source Sheets
1987
Manteca

7.5-minute, 24000
Aerial Photo Revised 1982
1987
Lathrop

7.5-minute, 24000
Aerial Photo Revised 1982
1976 Source Sheets
1976
Lathrop

7.5-minute, 24000
Aerial Photo Revised 1976
1976
Manteca

7.5-minute, 24000
Aerial Photo Revised 1976
1968 Source Sheets
1968
Manteca

7.5-minute, 24000
Aerial Photo Revised 1968
1968
Lathrop

7.5-minute, 24000
Aerial Photo Revised 1968
1952 Source Sheets
1952
Lathrop

7.5-minute, 24000
Aerial Photo Revised 1949
1952
Manteca

7.5-minute, 24000
Aerial Photo Revised 1949
6593230 4 4
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1914, 1915 Source Sheets
1914
Manteca

7.5-minute, 31680
1915
Lathrop

7.5-minute, 31680
6593230 4 5
Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
2012 0 Miles 0.25 0.5 1 1.5 2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 Langan TP, Lathrop, 2012, 7.5-minute
E, Manteca, 2012, 7.5-minute
6593230 4 6
Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1996 0 Miles 0.25 0.5 1 1.5 2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 Langan TP, Lathrop, 1996, 7.5-minute
6593230 4 7
Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1994 0 Miles 0.25 0.5 1 1.5 2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 Langan TP, Lathrop, 1994, 7.5-minute
E, Manteca, 1994, 7.5-minute
6593230 4 8
Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1991 0 Miles 0.25 0.5 1 1.5 2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 Langan E, Manteca, 1991, 7.5-minute
6593230 4 9
Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1987 0 Miles 0.25 0.5 1 1.5 2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 Langan TP, Lathrop, 1987, 7.5-minute
E, Manteca, 1987, 7.5-minute
6593230 4 10
Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1976 0 Miles 0.25 0.5 1 1.5 2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 Langan TP, Lathrop, 1976, 7.5-minute
E, Manteca, 1976, 7.5-minute
6593230 4 11
Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1968 0 Miles 0.25 0.5 1 1.5 2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 Langan TP, Lathrop, 1968, 7.5-minute
E, Manteca, 1968, 7.5-minute
6593230 4 12
Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1952 0 Miles 0.25 0.5 1 1.5 2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 Langan TP, Lathrop, 1952, 7.5-minute
E, Manteca, 1952, 7.5-minute
6593230 4 13
Historical Topo Map
page
SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the
following map sheet(s).
-
W E

SW S SE

NW N NE
1914, 1915 0 Miles 0.25 0.5 1 1.5 2205 N Airport Way 2205 N Airport Way Lathrop, CA 95330 Langan TP, Lathrop, 1915, 7.5-minute
E, Manteca, 1914, 7.5-minute
6593230 4 14

APPENDIX G

CITY DIRECTORY REPORT
2205 N Airport Way
2205 N Airport Way
Lathrop, CA 95330
Inquiry Number: 6593230.5
July 29, 2021
The EDR-City Directory Image Report
6 Armstrong Road
Shelton, CT 06484
800.352.0050
Environmental Data Resources Inc www.edrnet.com

TABLE OF CONTENTS

SECTION
Executive Summary
Findings
City Directory Images
Thank you for your business.

Please contact EDR at 1-800-352-0050
with any questions or comments.

Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING

OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC.

BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER

CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice.

Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission.

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates.

All other trademarks used herein are the property of their respective owners.

EXECUTIVE SUMMARY

DESCRIPTION
Environmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities.

EDR’s City Directory Report includes a search of available city directory data at 5 year intervals.

RECORD SOURCES
EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report.

EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright.

RESEARCH SUMMARY
The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report.

Year Target Street Cross Street Source
2017   EDR Digital Archive
2014   EDR Digital Archive
2010   EDR Digital Archive
2005   EDR Digital Archive
2000   EDR Digital Archive
1995   EDR Digital Archive
1992   EDR Digital Archive
1985   Haines Criss-Cross Directory
1981   Haines Criss-Cross Directory
1977   Haines Criss-Cross Directory
1973   Polk's City Directory
1968   Polk's City Directory
6593230- 5 Page 1

FINDINGS

TARGET PROPERTY STREET
2205 N Airport Way
Lathrop, CA 95330
Year CD Image Source

N AIRPORT WAY
2017 pg A1 EDR Digital Archive
2014 pg A2 EDR Digital Archive
2010 pg A3 EDR Digital Archive
2005 - EDR Digital Archive Target and Adjoining not listed in Source 2000 - EDR Digital Archive Target and Adjoining not listed in Source 1995 - EDR Digital Archive Target and Adjoining not listed in Source 1992 - EDR Digital Archive Target and Adjoining not listed in Source 1985 - Haines Criss-Cross Directory Street not listed in Source 1981 - Haines Criss-Cross Directory Target and Adjoining not listed in Source 1977 - Haines Criss-Cross Directory Target and Adjoining not listed in Source 1973 - Polk's City Directory Street not listed in Source 1968 - Polk's City Directory Street not listed in Source 6593230- 5 Page 2

FINDINGS

CROSS STREETS
No Cross Streets Identified
6593230- 5 Page 3
City Directory Images
-

N AIRPORT WAY
EDR Digital Archive
6593230.5 Page: A1
Target Street Cross Street Source
2017
1276 RODRIGUEZ, ERNESTO J
1318 TREAT, JERALD R
1626 HAMILTON, HUMBERTO D
1940 HEPWORTH, JACK M
2350 DEGROOT, BILL
2365 CROTHALL HEALTHCARE
2487 CAL SUPREMA CHEESE COMPANY
3045 RIELLA FARMS
3050 ABORTION AID MEDICAL CLINIC
3123 FORKAS, CATHY
-

N AIRPORT WAY
EDR Digital Archive
6593230.5 Page: A2
Target Street Cross Street Source
2014
1276 OCCUPANT UNKNOWN,
1318 TREAT, JERALD R
1626 HAMILTON, HUMBERTO D
1940 CLAYTON, SUSAN A
2203 OCCUPANT UNKNOWN,
2350 DEGROOT, TRUDY M
2421 OCCUPANT UNKNOWN,
2443 OCCUPANT UNKNOWN,
2455 ADDONO, FRANCISCO J
3045 MANGMORADETH, BO N
3123 UBALLE, RICARDO
-

N AIRPORT WAY
EDR Digital Archive
6593230.5 Page: A3
Target Street Cross Street Source
2010
1276 OCCUPANT UNKNOWN,
1318 TREAT, S
1940 CLAYTON, RONALD L
2350 DEGROOT, NICK C

APPENDIX H

RESUMES OF ENVIRONMENTAL PROFESSIONALS
Ms. Torkelson has three years of experience in the environmental geology field. Her previous experience includes project task management, performing stormwater sampling to ensure the release of environmentally safe water to public water systems, coordination and conducting quarterly groundwater monitoring and sampling in response to hazardous material spills, and providing oversight of subcontractor activities such as well installations, well destructions, and soil excavations. She also has experience utilizing Grapher Software to analyze data trends and groundwater fluctuations recorded from transducers. Currently, she works to assist with completing technical Phase I & Phase II Environmental Site Assessments (ESAs), works plans, site investigation reports, site mitigation and soil management plans, and groundwater monitoring plans and reports.

SELECTED PROJECTS
 Century Center Dry Cleaners, Remediation Implementation, Modesto, CA
 Sleep Train Arena, Phase I ESA, Sacramento, CA
 2055 N. Airport Way, Phase I ESA, Sacramento, CA
 42021 Osgood Road, Phase I ESA, Fremont, CA
 1023 Mission Street, Site Mitigation Plan, San Francisco, CA  1353 Yosemite Avenue, Soil Management Plan, San Francisco, CA  1389 Moffett Park Drive, Phase II ESA, Sunnyvale, CA

SARAH TORKELSON

STAFF GEOLOGIST

ENVIRONMENTAL ENGINEERING

EDUCATION
B.S., Geology
California State University,
Chico

CERTIFICATIONS
OSHA 40-hour
HAZWOPER Certification
Mr. Cusack has 30 years of experience managing and implementing hazardous waste characterization and remediation projects. His experience includes pre-acquisition site assessments, site investigations, removal of underground storage tanks, Phase II investigations, soil and groundwater sampling and remediation, development of soil management plans, aquifer pumping tests, contractor oversight, and field inspection for numerous construction projects and preparation of site closure reports. His work is often done in coordination with our geotechnical practice. He has extensive experience in site investigations and regulatory agency interaction prior to and during new construction/development.

SELECTED PROJECTS
 Environmental Site Assessments, Numerous Throughout the Bay Area  Soil and Groundwater Site Investigations, Over 175 Throughout the Bay Area
Academic
 National Center for International Schools, San Francisco, CA  UCSF Mission Bay Campus, San Francisco, CA
 University of San Francisco, Malloy Hall, San Francisco, CA  Campus Community Center, Building 21B, Mission Bay,
San Francisco, CA
 Hastings College of Law Property, San Francisco, CA
 San Jose Evergreen Community College District, South Campus Development & Automotive Tech Building, San Jose, CA
(Project Manager)
 Tenderloin Elementary School, San Francisco, CA
Affordable Housing
 2060 Folsom Street, Chinatown Community Development Center (CCDC) & Mission Economic Development Agency (MEDA),
San Francisco, CA
 Firehouse Square, MidPen Housing Corp, Belmont, CA
 Brooklyn Basin Parcels A and F, MidPen Housing Corp, Oakland, CA  Downtown San Mateo Parcels, MidPen Housing Corp, San Mateo, CA  1178 Sonora Court, MidPen Housing Corp, Sunnyvale, CA  707 Bradford Street, MidPen Housing Corp, San Mateo, CA  9th and Jessie Street, Multi-Family Residential, San Francisco, CA  Hotel Essex, 684 Ellis Street, Mercy Housing, San Francisco, CA  Natalie Gubb Commons, Transbay Block 7 | Mercy Housing, San Francisco, CA
 Mission Bay Block 6 West | Mercy Housing, San Francisco, CA  1064 Mission | Mercy Housing, San Francisco, CA
 600 7th Street | Mercy Housing, San Francisco, CA
 Casa de la Mission | Mercy Housing, San Francisco, CA

PETER CUSACK

SENIOR ASSOCIATE / VICE PRESIDENT

ENVIRONMENTAL ENGINEERING

EDUCATION
Bachelor of Technology,
Civil Engineering
Rochester Institute of
Technology

PROFESSIONAL

REGISTRATION
Registered Environmental
Assessor
40-Hour Hazardous Waste
Operations and
Emergency Response
Standard (HAZWOPER)
C4 HAZWOPER
Supervisor
First Aid and CPR
Contractor State License
#979216, Class A, HAZ

AFFILIATIONS
National Ground Water
Association,
1992- Present

PETER CUSACK
 Bill Sorro Community, 200 Sixth Street | Mercy Housing, San Francisco, CA
 10th & Mission Family Housing | Mercy Housing, Phases I & II ESAs, Soil Management Plan, and Closure Report, San Francisco, CA  1180 Fourth Street | Mercy Housing, San Francisco, CA  1300 Roosevelt Avenue (Hacienda Project) | Mercy Housing, Richmond, CA
 165 Eighth Street | Mercy Housing, San Francisco, CA
 201 Turk Street, Affordable Multi-Family Residential, San Francisco, CA
 6730 Mission | Mercy Housing, Daly City, CA
 99 School Street | Mercy Housing, Daly City, CA
 Civic Center Residence | TNDC, 44 McAllister Street, San Francisco, CA
 Edith Witt Senior Community, Ninth & Mission | Mercy Housing, San Francisco, CA
 Episcopal Community Services (ECS) of San Francisco, 165 8th Street, San Francisco, CA
 Kelly Cullen Community, 220 Golden Gate Avenue | TNDC, San Francisco, CA
 Mid-Peninsula Housing, Phases I & II ESAs, Soil Management Plan, and Closure Report, San Mateo, CA
 Openhouse (formerly Richardson Hall), 55 Laguna | Mercy Housing, San Francisco, CA
 Parkview Terraces, Parcel A, Mixed-Use Affordable Housing, San Francisco, CA
 Richardson Hall, 55 Laguna | Mercy Housing, San Francisco, CA  Saint Anthony Foundation, 121 Golden Gate Avenue | Mercy Housing, San Francisco, CA
 Hotel Essex, 684 Ellis Street | Mercy Housing, San Francisco, CA Multi-Family Residential
 Midway Village Multi-Family, Daly City, CA
 5M Development, San Francisco, CA
 Brannan Square, 200 Brannan Street, Multi-Family Residential (New Building and Renovation of a Warehouse), San Francisco, CA  2090 South Delaware Street Apartments, San Mateo, CA
 2121 Third Street, Multi-Family Residential, San Francisco, CA  2175 Market Street, Multi-Family Residential, San Francisco, CA  300 Spear Street, Multi-Family Residential, San Francisco, CA  333 First Street, Multi-Family Residential, San Francisco, CA  41 Tehama, Multi-Family Residential High-Rise with 5-Level Underground Parking, San Francisco, CA
 4606 Almaden Expressway, Multi-Family Residential, San Jose, CA  750 Second Street, Multi-Family Residential, San Francisco, CA  Boynton Place, 970 Boynton Avenue, San Jose, CA
 Lumina, 201 Folsom Street, Multi-Family Residential, San Francisco, CA
 One South Market Street, Multi-Family Residential, San Jose, CA  Parcel N4AP1, Mission Bay, Multi-Family Residential, San Francisco, CA
 Parcels N3AP2 & N3P2, Mission Bay, San Francisco, CA
 Portside North Residential High-Rise, San Francisco, CA  Post Street Tower, Downtown Apartments, San Jose, CA

PETER CUSACK
 Radiance at Mission Bay (Buildings 10 and 10A), Multi-Family Residential, Mission Bay, San Francisco, CA
 Silvery Towers, San Jose, CA
 The Metropolitan Condominiums, 333 First Street, San Francisco, CA  Transbay Block 8, Luxury Residential Tower, San Francisco, CA  Tasman East Developments, Parcels 57 and 61-64, Santa Clara, CA  375 Knowles Drive, Los Gatos, CA
 SJSC Towers, Multi-Family Residential, San Jose, CA
 411-541 Middlefield Road, Redwood City, CA
Mixed Use
 Oceanwide Center, Office High-Rise and Residential High-Rise, San Francisco, CA
 Bascom Creekside, Mixed-Use Development, Campbell, CA  Modera San Pedro Square, Infill Mixed-Use Development, San Jose, CA
 Modera The Alameda, Community Development (Residential/Retail), San Jose, CA
 Transbay Block 6, Mixed-Use Residential/Retail High-Rise, San Francisco, CA
Hotel & Retail
 International Hotel Site, San Francisco, CA
 1165 East Arques Avenue, Fitness Center, Sunnyvale, CA  Potrero Center, Large Shopping Development, San Francisco, CA  The Oaks Shopping Center, 21255 Stevens Creek Boulevard, Cupertino, CA
Stadiums and Arenas
 San Jose Earthquakes Stadium, San Jose, CA
Transportation
 New Transbay Transit Center, San Francisco, CA
 Temporary Transbay Terminal, San Francisco, CA
 Coast Guard Island Bridge, Alameda, CA
 Islais Creek RR Bridge, San Francisco, CA
 Lambert Bridge, Healdsburg, CA
 Illinois Street Bridge, San Francisco, CA,
Office
 Intuit Campus Center, Mountain View, CA
 Intuit Marine Way, Mountain View, CA
 Genetics and Developmental Science Building, Building 19B, Phases I & II ESAs, Soil Management Plan, and Closure Report, Mission Bay, San Francisco, CA
 Salesforce Tower, San Francisco, CA
 535 Mission Street, Office High-Rise, Phases I & II ESAs, Soil Management Plan, and Closure Report, San Francisco, CA
 555 Mission Street, Office High-Rise, Phases I & II ESAs, Soil Management Plan, and Closure Report, San Francisco, CA
 575 Middlefield Road, Mountain View, CA
 5812 Hollis Street, Phases I & II ESAs, Soil Management Plan, and Closure Report, Emeryville, CA

PETER CUSACK
Parks and Recreation
 Hilltop Park Renovation, San Francisco, CA
 Sharp Park, San Francisco Recreation Department, Pacifica, CA Healthcare
 Kaiser Center, Oakland, CA
 Kaiser Mission Bay, San Francisco, CA
 VA Palo Alto, Palo Alto, CA
Data Centers, Manufacturing and Warehouses
 Monarch Mirror Manufacturing Facility, Vallejo, CA
 Buena Park Distribution Facility, Buena Park, CA
 Equinox Data Center, SV10 and SV-11, San Jose, CA
 La Habra Distribution Facility, La Habra, CA
 The Stanley Works, Groundwater Remediation, Pittsburg, CA Parking Garages
 Hearst Garage, San Francisco, CA
 Genentech Parking Structures, South San Francisco, CA  Mission Bay Parking Garage, San Francisco, CA
 Parking Garage, Building 21A, Mission Bay, Phases I & II ESAs, Soil Management Plan, and Closure Report, San Francisco, CA
 San Francisco Airport Parking Garage, South San Francisco, CA  Vallejo Station Parking Garage, Soil Management Plan and Construction Oversight, Vallejo, CA
 VTA Parking Structure – Berryessa, San Jose, CA
 VTA Parking Structure – Milpitas, Milpitas, CA
Government
 City of San Pablo, Phase I and II ESAs, San Pablo, CA  Santa Clara County Family Courthouse, 170 Park Avenue, San Jose, CA
Miscellaneous
San Jose Bus Station (Formerly Greyhound), 60 Almaden Avenue, San Jose, CA

GBXMANTECA PROJECT INITIAL STUDY
PAGE 139
APPENDIX G: MANTECA COMMERCIAL PROJECTS LIST
Name Project # Location Developer/Builder
BBVA - ATM Install MPM-21-141 201 N Main St KESA / James Spix Austin Self Storage SPC-20-094 183 S. Austin Rd John Pinedo 7 ELEVEN SPC-20-31 1110 N MAIN ST JM Stitt Construction TRU HOTEL SPC-19-045 180 Northwoods Ave SPJ Construction STAYBRIDGE SUITES SPC-18-126 1878 Daniels St SPJ Construction NUR AL-HUDA ACADEMY SPC-18-054 1085 S Union Nur Al-Huda Academy Corp Manteca Medical Building LLA-22-002 2077 W Yosemite Ave MPVCA Manteca LLC/Indrajit Obeysekere
Manteca Assisted Living SPC-18-092 1852 W Yosemite Ave Sandip Patel Chevron/Extra Mile SPC-20-129 1495 S. Union Rd Philip King Name Project # Location Developer/Builder
U-Haul Storage UPJ-21-090 255 Northgate Dr U-Haul / Chris Trudell Pinkberry SPC-21-084 603 E Yosemite Ave
Magallon Construction co / Manuel
Magallon
New 50,820 sqft storage
with 1420 sqft office

CITY OF MANTECA COMMERCIAL DEVELOPMENT PIPELINE REPORT
Status as of August 1, 2022

UNDER CONSTRUCTION / IMPROVEMENT PLANS / READY TO BUILD Description
Add new ATM
Convenience store and
fuel pumps
4 story hotel with 78
rooms
4 story hotel with 101
rooms
29,420 sqft building
classrooms only
Lot line adjustment
Assisted living facility, 88
beds
Fueling station w/
convenience store and car
wash

ENTITLED/NOT YET UNDER CONSTRUCTION
Description
Conversion of K-Mart to UHaul moving and storage
Drive-thru yogurt store
Name Project # Description Location Developer/Builder
Rotten Robbie SPC-19-109 1014 S. Airport Way
Dave Mordic & Project Manager, John
Hicks
Woodbridge West Retail SPC-20-080 Lathrop Rd Rod Alonzo & Art Nunes CenterPoint South SPC-19-155 2205 N. Airport Way MCR Engineering/Shawn Samaniego B.E.S.T. Office Building SPC-21-021 398 W Lathrop Rd Jeff Sales Container Yard 2 Revision SPN-19-162 2205 N. Airport Way MCR Engineering/Shawn Samaniego Raymus Development Office Building SPC SPC-21-074 617 W Yosemite Ave Jag Construction Funsten Fence MPM-22-017 105 Industrial Park Dr Gary Burkert E Wetmore Office and Warehouse SPC-21-127 470 E Wetmore St Ken Fong Kaiser Emergency Dept. Ext. Canopy MPM-21-069 1777 W Yosemite Ave Teter, LLP ST ANTHONY'S CHURCH PARKING EXPANSION MPM-20-054 427 & 443 E North St St Anthony's Church ARCO EXPANSION SPC-20-003 1654 n Main St Krystina Uribes Warehouse Remodel & Conversion MPM-21-62 400 Industrial Park Zacharia Chemanooru Sunny Valley Meats Expansion SPC-21-061 2427 W Yosemite Ave Sunny Valley Meats 147 & 165 Commerce Ave SPC-21-162 147 & 165 Commerce Ave Kunba Enterprise LLC Loma Brewing SPC-22-009 1077 Milo Candini Dr Loma Brewing / Kevin Youkilis 4800 sqft convenience
store and fuel station
87,071 sqft meat products
processing facility
Commercial shopping
center
Two concrete tilt-up wall
warehouse buildings
9660 sqft office building
w/ 1800 sqft storage
Modification to previously
approved site plan
Warehouse/office building
Fence construction border
of property
Office and warehouse
Emergency room canopy
Parking lot expansion
17 new storage bldgs
Remodel existing storage
warehouse.

Retail strip building
Beer garden and brewery
Name Project # Description Location Developer/Builder
Deaf Puppy Comedy Club UPJ-22-043 127 N Main Street Chris Teicheira Name Project # Location Developer/Builder
Daniels Center SPC-21-101
UPN-21-102
212 S Daniels St Jaspal Kamboj
Yosemite Retail SPC-21-149 1901 E Yosemite Ave Major Singh 226-100-20 Annexation ANX-21-172 7189 E Sedan Ave NorthStar Engineering Group AT&T Cell Tower CVL00841 UPJ-22-003 815 W Lathrop Rd New Cingular Wireless / Carl Jones Crossroads Plaza GPA-22-004 2064 N Union Rd Merced 18, LLC SR120/McKinley Interchange LLA LLA-21-038 2819 & 2881 Bronzan Rd City of Manteca 36&48 Lot Line Dilip Dr (Griffin Park) LLA-22-001 2392 Dilip Drive Griffin Park Development Co/Toni Raymus
Griffin Park Unit 2 LLA LLA-22-010 1374 Oleander & 1450 S Airport Pillsbury Road Partners Griffin Park Phase D Lots 19 & 20
LLA-22-026 2565 & 2559 Tinnin Rd Demitri Filios
Warehouse Remodel & Conversion MPM-20-090 221 Oak St Zacharia Chemanooru American Modular Systems MPM-21-158 787 Spreckles Ave Loren Aiton Prologis/Spreckels Distribution Center SPC-17-011 407 Spreckels Av Amanda Criscione Lot line adjustment
Renovate 4,000 sf existing
space for a comedy club

IN APPLICATION / UNDER REVIEW
Description
QSR store, car wash, gas
station, and convenience
store
Proposed quick serve
restaurant, 200 sqft with
car wash and fueling
station
Annex existing home site
parcel into the City
Install new cell tower
Convenience store w/ fuel
pumps
Lot line adjustment
Lot line adjustment
Lot line adjustment
Remodel existing storage
warehouse
3963 sqft office expansion
305,000 sqft dist center
Name Project # Description Location Developer/Builder
Maverik Service Station SPC SPC-21-064 1527 S Airport Way Maverik, Inc.

Lathrop Diesel Fueling Canopy SPC-21-120 2064 Crestwood Ave ASP Petroleum Inc/ Sarvjit Singh GBX at CenterPoint SPC-21-136 2205 N Airport Way Lone Oak / Pehr Peterson AT&T Cell Tower CVL00836 UPJ-21-166 1125 N Union Rd New Cingular Wireless / Carl Jones Manteca Marriott Courtyard PCD-22-019 2303 W Atherton Dr Atherton Hospitality Walmart Expnsion Store #1840 MPM-22-028 1205 S Main St WD Partners Market Place at Main (Savemart) SPC-21-153 Southwest corner of Atherton and Main Cal Gold Standard Plumbing Supply MPM-22-038 105 Northgate Skarphol/Frank Associates Spreckles Retail SPC-22-039
130 Spreckles Ave Ashley Investments, LLC
Cabral-Jeep Dealershop Renovation PST-22-040 1115 W Yosemite Ave Cabral Chrysler Dodge Airport Business Centre (North) SPC-22-045 3045,3123 & 3157 N Airport Way Greenlaw Development, LLC Harris Lot Line Adjustment LLA-22-55 2303 W Atherton Dr Burrell Consulting Group Storage Building MPM-22-56 842 W Yosemite Ave Erick Mendoza Bravo Valley Medical SPC-22-59 1132 Norman Dr DME, LLC
110,000 SF retail center
6130 sqft convenience
store w/ 15 fuel pumps
Diesel fuel canopy
Construct 280,983 sqft
dist warehouse
Install new cell tower
117 guestroom hotel
2843 sqft expansionfor
grocery pickup
Three Medical Buildings at
25,039 SF
4560 sq ft warehouse
addition
7560sf single story
commercial building
Renovate existing
dealership building.
360,000sf distribution
building
Proposed Lot Line adjustment
between Harris property and
Thiara property
Building a 45x30ft steel
storage building for golf carts
and parts
Name Project # Description Location Developer/Builder

INITIAL STUDY GBXMANTECA PROJECT
PAGE 140
APPENDIX H: RESPONSE TO COMMENTS

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1 GBxManteca Project (SCH No 2022060520)

LIST OF COMMENTERS
Table 1 lists the comments on the Draft IS/MND that were submitted to the City of Manteca (City) during the public review period for the proposed Mitigated Negative Declaration. CEQA statutes do not require a formal response to comment for an Initial Study, however, the City has chosen to provide formal responses to all comment letters for informational purposes. The assigned comment letter or number, letter date, letter author, and affiliation, if presented in the comment letter or if representing a public agency, are also listed. Letters received are coded with letters (A, B, etc.).

TABLE 1 LIST OF COMMENTERS ON DRAFT IS/MND

RESPONSE
LETTER

INDIVIDUAL OR SIGNATORY AFFILIATION DATE
A Unidentified Native American Heritage Commission 6-20-22 B Laurel Boyd San Joaquin Council of Governments 6-21-22 C Peter Minkel Central Valley Regional Water Quality Control Board 7-22-22 D Brian Clements San Joaquin Valley Air Pollution Control District 7-22-22 E Gary Ho Blum Collins & Ho, LLP 7-22-22

COMMENTS AND RESPONSES
The lead agency is evaluating and responding to all comments on the that regard an environmental issue.

The written response addresses the environmental issue raised and provides a detailed response. The written response is a good faith and reasoned analysis. It is noted that lead agencies need only to respond to significant environmental issues associated with the proposed Project and do not need to provide all the information requested by the commenter, as long as a good faith effort at full disclosure.

RESPONSES TO COMMENT LETTERS
Written comments on the CEQA document are reproduced on the following pages, along with responses to those comments. To assist in referencing comments and responses, the following coding system is used:
• Each letter is lettered or numbered (i.e., Letter A) and each comment within each letter is numbered (i.e., comment A-1, comment A-2).

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2 GBxManteca Project (SCH No 2022060520)
A-1

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GBxManteca Project (SCH No 2022060520) 3
Response to Letter A: Native American Heritage Commission Response A-1: This commenter states that they are in receipt of the request, and explains that they are not able to respond within the statutory 30-day requirement due to having recently hired new staff. This comment is noted.

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4 GBxManteca Project (SCH No 2022060520)
B-1

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Response to Letter B: San Joaquin Council of Governments Response B-1: This commenter states that the Project site was already mitigated in 2019. They note that the proposed Project is not due to participate in the SJMSCP given that there is existing ground disturbance associated with the previously approved project. The comment indicates that future structures should be resubmitted to their agency. This comment is noted.

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C-1
C-2

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C-2 Cont’d
C-3
C-4

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C-5
C-6
C-7

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C-7 Cont’d
C-8

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C-9
C-8 Cont’d

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Response to Letter C: Central Valley Regional Water Quality Control Board Response C-1: This comment is noted. This comment serves as an introduction to the letter and does not warrant a response. No further response is necessary.

Response C-2: The comment provides background information regarding the responsibilities of the Central Valley Regional Water Quality Control Board (RWQCB). This information further elaborates on regulatory information regarding the Water Quality Control Plan for the Central Valley Region (Basin Plan), which is the guiding document for water quality and sustainable groundwater management in the region. Hydrology and Water Quality is discussed on pages 66 through71 of the Initial Study, and in Section 3.8 of the Draft EIR for the Northwest Airport Way Master Plan. No further response is necessary.

Response C-3: The comment provides information regarding “Antidegradation Considerations,” including the Basin Plan’s policy and analysis requirements for National Pollutant Discharge Elimination System (NPDES) and Waste Discharge Requirement (WDR) permitting. Hydrology and Water Quality is discussed on pages 66 through71 of the Initial Study, and in Section 3.8 of the Draft EIR for the Northwest Airport Way Master Plan.

Mitigation Measures HYD-1, HYD-2, and HYD-4 for the Northwest Airport Way Master Plan are aimed at reducing water quality impacts. The proposed Project is subject to the requirements of the NPDES and WDR, which are existing regulatory requirements. No further response is necessary.

Response C-4: The comment identifies construction storm water permit requirements for projects that disturb one or more acres of soil or are part of a larger plan that in total disturbs one or more acres of soil. These are regulatory requirements that require the Project Applicant to obtain coverage under the General Permit for Storm Water Discharges Associated with Construction Activities (Construction General Permit), Construction General Permit Order No. 2009-009-DWQ. To do so, the applicant(s) must prepare a Project-specific Stormwater Pollution Prevention Plan (SWPPP), which would incorporate BMPs in order to prevent or reduce to the greatest extent feasible adverse impacts to water quality from erosion and sedimentation. Mitigation Measure HYD-1 specifically requirements the preparation of a SWPPP and implementation of BMPs. The proposed Project would comply with the General Construction Stormwater Permit from the Central Valley RWQCB.

Response C-5: The comment identifies construction storm water permit requirements MS4 permit requirements. The City is classified as a Phase II city by the State Water Resources Control Board. As such, the City, and consequently new development, is required to comply with the State Board’s storm water National Pollutant Discharge Elimination System (NPDES) permit for Phase II cities.

Response C-6: This comment identifies industrial storm water general permit requirements associated with Industrial Storm Water General Permit Order No. 2014-0057-DWQ. These are regulatory requirements that require the Project Applicant to obtain coverage under the

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12 GBxManteca Project (SCH No 2022060520)
General Permit for Storm Water Discharges Associated with Industrial Projects. The proposed Project would comply with the Industrial Storm Water General Permit Order No. 2014-0057-DWQ from the Central Valley RWQCB.

Response C-7: This comment discusses requirements of Section 404 and 401 of the federal Clean Water Act, and discharges to Waters of the State. As discussed on page 40 of the Initial Study, the Project site does not have any jurisdictional waters and is not subject to these permit requirements.

Response C-8: This comment discusses dewater permit requirements. Dewatering is not anticipated to be required as a result of construction of the proposed Project. However, should groundwater be encountered during construction and dewatering become necessary, the applicant would be required to seek the proper NPDES permit for dewatering activities.

Response C-9: This comment discuses NPDES permits, and the preparation of Waste Discharge Reports.

These are regulatory requirements that require the Project Applicant operating under a NPDES permit to complete and submit a report of Waste Discharge to the Central Valley RWQCB. The proposed Project is required to comply with these requirements.

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GBxManteca Project (SCH No 2022060520) 13
D-1
D-2

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D-3
D-4

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D-4
(Continued)
D-5
D-6

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D-7
D-8
D-9

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D-9
(Continued)
D-10
D-11

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D-11
(Continued)
D-12
D-13

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D-13
(Continued)
D-14
D-15

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20 GBxManteca Project (SCH No 2022060520)
Response to Letter D: San Joaquin Valley Air Pollution Control District Response D-1: This commenter provides an introduction to the comment letter. No further response to this comment is warranted.

Response D-2: The commentor states that the Air District recommends that the proposed Projectshould utilize the cleanest available off-road construction equipment, including the latest tier equipment, to reduce impacts from construction-related diesel exhaust emissions.

It is noted that the criteria pollutant emissions during the proposed Project’s construction phase is below the applicable Air District thresholds. Therefore, further mitigation is not warranted for the construction phase. Furthermore, the mitigation measures from the Northwest Airport Way Master Plan EIR are applicable to the proposed Project. The proposed Project is required to implement Mitigation Measures AIR-1a through AIR-1c.

Mitigation Measure AIR-1a requires the Project Applicant to ensure the usage of cleaner construction equipment and techniques than is required otherwise. Mitigation Measure AIR-1b requires a limit to the VOC content of architectural coatings. Additionally, Mitigation Measure AIR-1c requires the Project Applicant to demonstrate compliance with the Air District’s Rule 9510.

With implementation of these applicable mitigation measures, the proposed Project construction-related emissions would reduce emissions that are already below the applicable Air District thresholds. Construction emissions would not cause a significant air quality impact due to Project construction activities.

Response D-3: The commentor recommends that the City consider the feasibility of incorporating emission reductions strategies that can further reduce potential harmful health impacts, potentially including some or all of those listed.

Like under the construction phase, criteria pollutant emissions during the proposed Project’s operational phase are also below the applicable Air District thresholds.

Therefore, further mitigation is not warranted for the operational phase. Furthermore, the mitigation measures from the Northwest Airport Way Master Plan EIR are applicable to the proposed Project. The proposed Project is required to implement Mitigation Measures AIR-1, AIR-1d, Mitigation Measures AIR-1d, and Mitigation Measure AIR-6).

Mitigation Measure AIR-1c requires the Project Applicant to demonstrate compliance with the Air District’s Rule 9510, which requires the proposed Project to achieve a 33- percent reduction in NOx and a 45-percent reduction in PM10 over the first 10 years of operations through the use of onsite emissions reduction measures or through the payment of offsite mitigation fees to the SJVAPCD for purchase of emission reductions.

Mitigation Measure AIR-1d requires the Project Applicant to demonstrate that the antiidling measures would be implemented. Mitigation Measure AIR-6 requires the applicant to demonstrate compliance with SJVAPCD Rules 4102 (Nuisance) and 4692 (Commercial Charbroiling) to the extent that these rules are applicable.

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GBxManteca Project (SCH No 2022060520) 21
With implementation of these applicable mitigation measures, the proposed Project construction-related emissions would reduce emissions that are already below the applicable Air District thresholds. Operational emissions would not cause a significant air quality impact due to Project activities.

Response D-4: The commenter states:
“Truck Routing
Truck routing involves the assessment of which roads Heavy Heavy-Duty (HHD) trucks take to and from their destination, and the emissions impact that the HHD trucks may have on residential communities and sensitive receptors. Since the Project consists of the construction and operation of a beverage distribution facility, the Project has the potential to generate HHD truck trips.

The District recommends the City evaluate HHD truck routing patterns for the Project, with the aim of limiting exposure of residential communities and sensitive receptors to emissions. This evaluation would consider the current truck routes, the quantity and type of each truck (e.g., Medium Heavy-Duty, HHD, etc.), the destination and origin of each trip, traffic volume correlation with the time of day or the day of the week, overall Vehicle Miles Traveled (VMT), and associated exhaust emissions. The truck routing evaluation would also identify alternative truck routes and their impacts on VMT and air quality.” The Transportation Impact Assessment provided by Fehr & Peers evaluated Project truck routes to and from the destination; the health risk assessment screening assessed the emissions impact that the HHD trucks would have on nearby residential communities and sensitive receptors. In addition, the Fehr & Peers modeled truck trip origin and destination, traffic volume based on time of day and day of the week, and overall VMT.

The CalEEMod modeling provided within Section III: Air Quality of this IS/MND evaluated associated exhaust emissions associated with mobile sources. The CalEEMod model was refined to account for the fleet mix for heavy-duty vehicles as determined by Fehr & Peers (19.9396%). Additionally, the vehicle trips generated by the proposed Project (i.e., 662 daily trips) was also modeled within CalEEMod. The emissions results from the refined CalEEMod model were incorporated into IS/MND.

Additionally, the health risk screening evaluated exhaust emissions associated with toxic air contaminants (TACs), and the Air District screening tool prioritization score associated with total cancer risk from proposed project DPM (including both Project construction and operation) would be approximately 1.95, well below the SJVAPCD threshold of 10 that would require development of air toxics Health Risk Assessment (HRA) that includes air dispersion modeling. Further, non-cancer (i.e., chronic and acute risks) associated with project DPM would also be well below the applicable thresholds for the Maximally Exposed Individual (i.e., greater than or equal to the Hazard Index level of 1). Therefore, the complex air dispersion modeling using software such as AERMOD is not warranted.

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22 GBxManteca Project (SCH No 2022060520)
It is well settled that the level of detail in each analytical section of an IS/MND depends on the degree of specificity involved in the proposed activity reviewed in the IS/MND.

Caselaw and the CEQA Guidelines confirm that some degree of “forecasting” in evaluating a project’s environmental impacts is appropriate, and the IS/MND can and should make reasonable forecasts. At the same time, the IS/MND must avoid speculation, and “crystal ball” inquiry is to be avoided. (14 Cal Code Regs Section 15144; Residents Ad Hoc Stadium Comm. v. Board of Trustees (1979) 89 CA 3d 274, 286). The IS/MND has been prepared with these principles in mind. Fehr & Peers evaluated HHD truck routing patterns according to their latest modeling software and the applicable regional travel demand model(s).

In summary, CEQA specifically prohibits speculation in analysis, so we cannot speculate on final truck routing pattern. However, employing the concept of reasonable “forecasting”, the analysis warranted certain assumptions to be made in an attempt to analyze and disclose the probable impacts that could occur. These assumptions are reflected in the Project Description and throughout the IS/MND. These are reasonable assumptions, and the impacts disclosed in the IS/MND are probable environmental impacts. No further response to this comment is warranted.

Response D-5: The commenter states:
“Cleanest Available Heavy-Duty Trucks
The San Joaquin Valley will not be able to attain stringent health-based federal air quality standards without significant reductions in emissions from HHD trucks, the single largest source of NOx emissions in the San Joaquin Valley. The District CARB-approved 2018 PM2.5 Plan includes significant new reductions from HHD trucks, including emissions reductions by 2023 through the implementation of CARB Statewide Truck and Bus Regulation, which requires truck fleets operating in California to meet the 2010 standard of 0.2 g-NOx/bhp-hr by 2023.

Additionally, to meet federal air quality attainment n relies on a significant and immediate transition of HHD fleets to zero or near-zero emissions technologies, including the near-zero truck standard of 0.02 g/bhp-hr NOx established by CARB.

The Project consists of the construction and operation of a beverage distribution facility and has the potential to generate HHD truck trips. Although the Project is not expected to exceed District significance thresholds, the District recommends that the following measures be considered by the City to reduce Project-related operational emissions:
• Recommended Measure: Fleets associated with operational activities utilize the cleanest available HHD trucks, including zero and near-zero (0.02 g/bhp-hr NOx) technologies.

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GBxManteca Project (SCH No 2022060520) 23
• Recommended Measure: All on-site service equipment (cargo handling, yard hostlers, forklifts, pallet jacks, etc.) utilize zero-emissions technologies.”
This comment is noted. However, as stated by the comment letter, the CARB’s Statewide Truck and Bus Regulation already requires truck fleets operating in California to meet the 2010 standard of 0.2 g-NOx/bhp-hr by 2023, without this additional Project-specific mitigation measure. Ultimately, this recommended mitigation measure is technologically not feasible given the absence of zero and near-zero technology trucks at this time. There are a variety of companies (i.e., Tesla) that have been working on the design and development of a zero and near-zero technology truck, but that is not currently available to the market.

Moreover, it should be noted that the proposed Project’s mitigated operational emissions are below the Air District’s applicable thresholds of significance. Furthermore, the proposed Project already includes mitigation measures from the Northwest Airport Way Master Plan EIR, as provided in the Final IS/MND. Therefore, additional mitigation is not required to be implemented for this environmental topic, as required by CEQA. No further response to this comment is warranted.

Response D-6: The commenter states:
“Electric On-Site Off-Road and On-Road Equipment
Since the development project may include Heavy Industrial and Light Industrial uses, the Project may have the potential to result in increased use of off-road equipment (e.g., forklifts) and on-road equipment (e.g., mobile yard trucks with the ability to move materials). The District recommends that the MND include requirements for project proponents to utilize electric or zero emission off-road and on-road equipment.”
This comment is noted and the recommendation will be provided to the applicant.

However, as noted in Response D-5 (above), the proposed Project’s mitigated operational emissions are below the Air District’s applicable thresholds of significance. Furthermore, the proposed Project already includes mitigation measures from the Northwest Airport Way Master Plan EIR. Therefore, additional mitigation is not warranted.

Response D-7: The commenter states:
“Vegetative Barriers and Urban Greening
There are single family residential units located east and south east of the Project.

The District suggests the City consider the feasibility of incorporating vegetative barriers and urban greening as a measure to further reduce air pollution exposure on sensitive receptors (e.g., residential units).

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24 GBxManteca Project (SCH No 2022060520)
While various emission control techniques and programs exist to reduce air quality emissions from mobile and stationary sources, vegetative barriers have been shown pollution through the interception of airborne particles and the update of gaseous pollutants. Examples of vegetative barriers include, but are not limited to the following: trees, bushes, shrubs, or a mix of these. Generally, a higher and thicker vegetative barrier with full coverage will result in greater reductions in downwind pollutant concentrations. In the same manner, urban greening is also a way to help improve air quality and public health in addition to enhancing the overall beautification of a community with drought tolerant, low-maintenance greenery.”
This comment is noted. The proposed Project is an industrial project, and is not located adjacent to any residences or sensitive receptors. Therefore, vegetative barriers and urban greening is less applicable. It is noted, however, that the proposed Project does include some perimeter landscaping consistent with City requirements. It should also be noted that proposed Project would not exceed the TAC screening thresholds as provided by the SJVAPCD, with current Project design.

Response D-8: The commentor states that a project is subject to District’s rules and regulations, and provides some introductory examples of some types of District rules and regulations. This comment is noted. The proposed Project is subject to the District’s existing rules and regulations, many of which are presented in the Regulatory Setting of the Air Quality Chapter. No specific response to this comment is warranted. No further response to this comment is warranted.

Response D-9: This comment is noted. Any building construction on the Project site may be subject to District Rule 2010 and 2201 – Air Quality Permitting for Stationary Sources. No further response to this comment is warranted.

Response D-10:This comment is noted. Any building construction on the Project site may be subject to District Rule 9510 – Indirect Source Review (ISR). No further response to this comment is warranted.

Response D-11:This comment is noted. Any building construction on the Project site may be subject to District Rule 9510 – Employer Based Trip Reduction. No further response to this comment is warranted.

Response D-12:This comment is noted. Any building construction on the Project site may be subject to District Rule 4601 – Architectural Coatings. No further response to this comment is warranted.

Response D-13:This comment is noted. Any building construction on the Project site may be subject to District Rule VIII – Fugitive PM10 Prohibitions. No further response to this comment is warranted.

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GBxManteca Project (SCH No 2022060520) 25
Response D-14:This comment is noted. Any building construction on the Project site may be subject to other District rules, such as Rule 4102 (Nuisance) and Rule 4641 (Cutback, Cure, and Emulsified Asphalt, Paving and Maintenance Operations). No further response to this comment is warranted.

Response D-15:This commenter recommends that a copy of the District’s comments be provided to the Project Applicant, and provides a closing statement to the comment letter. No further response to this comment is warranted.

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26 GBxManteca Project (SCH No 2022060520)
E-1

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E-2
E-3

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28 GBxManteca Project (SCH No 2022060520)
E-4
E-5

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E-5 Cont’d

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30 GBxManteca Project (SCH No 2022060520)
E-5 Cont’d
E-6

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E-6 Cont’d

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32 GBxManteca Project (SCH No 2022060520)
E-6 Cont’d
E-7

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E-7 Cont’d
E-8

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E-8 Cont’d
E-9

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GBxManteca Project (SCH No 2022060520) 35
E-9
E-10

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36 GBxManteca Project (SCH No 2022060520)
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E-11

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E-12
E-13

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38 GBxManteca Project (SCH No 2022060520)
E-13 Cont’d
E-14

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E-14 Cont’d
E-15

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40 GBxManteca Project (SCH No 2022060520)
E-16
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E-17

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E-17 Cont’d

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42 GBxManteca Project (SCH No 2022060520)
E-18

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E-18 Cont’d
E-19

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44 GBxManteca Project (SCH No 2022060520)
E-19 Cont’d
E-20

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GBxManteca Project (SCH No 2022060520) 45
E-20 Cont’d

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46 GBxManteca Project (SCH No 2022060520)
E-21
E-20 Cont’d
Cont’d

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E-21 Cont’d

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48 GBxManteca Project (SCH No 2022060520)
E-21 Cont’d
E-22

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E-22 Cont’d
E-23

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50 GBxManteca Project (SCH No 2022060520)
E-23 Cont’d

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Response to Letter E: Gary Ho, Blum Collins & Ho, LLP
Response E-1: This comment serves as an introduction to the letter. No response is warranted.

Response E-2: This comment cites tiering criteria and argues that an EIR must be prepared because a website link to the City’s website does not provide public access to the Addendum to the Northwest Airport Master Plan EIR.

The City’s “Planning Documents” site, which was referenced in the Initial Study, provides a pdf copy of the Northwest Airport Way Master Plan, Northwest Airport Way Master Plan Draft EIR, and Northwest Airport Way Master Plan Final EIR. These are the original CEQA documents that were prepared and certified for the Master Plan area. Subsequent to the certification of the EIR, several projects within the Master Plan area have been designed for development, and with those projects a CEQA analysis was performed. This includes the Airport Business Center IS/MND, CenterPoint South IS/MND, Intermodal Way Extension IS/MND, GBx Manteca IS/MND, and an EIR Addendum for CenterPoint Container Yard 2. All these documents are available at the City of Manteca, whom holds these records as part of the official approval of these individual projects. The EIR Addendum in question can also be found on the City’s website at the following link:
https://www.ci.manteca.ca.us/CommunityDevelopment/Planning%20Division/Planning CommissionDocuments/2019%20Planning%20Commission%20Agendas/05%20- %20May%2028,%202019%20Meeting%20Agenda/Item%206.1%20%20CenterPoint%20 Container%20Yard%202,%20SPC-17-38%20and%20SPC-17-
40/Item%206.1%20%20Attachment%205.pdf
All documents in question are available both electronically on the City’s website, and in person at the City’s Planning Department.

Response E-3: This comment suggests that the MND severely misrepresents the proposed Project and under-represents the proposed Project’s significant impacts. The comment argues that a new EIR is warranted based on new information being produced since the Northwest Airport Way Master Plan EIR was certified. The commenter specifically identifies the enactment of SB 743 and a requirement for a VMT analysis.

The commenter fundamentally misunderstands tiering and how tiering has been appropriately conducted under the Northwest Airport Way Master Plan EIR and subsequent CEQA documents for individual projects under the Master Plan. Page 4 of the Final Initial Study presents a background discussion of past Master Plan approvals, and EIR tiering. The following excerpt is from page 4 of the Initial Study:

Tiering
According to CEQA Guidelines section 15168, subdivision (c)(5), “[a] program EIR will be most helpful in dealing with later activities if it provides a description of planned activities that would implement the program and deals with the effects of the program as specifically and comprehensively as possible.” Later environmental documents (EIRs, mitigated negative declarations, or negative

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declarations) can incorporate by reference materials from the program EIR regarding regional influences, secondary impacts, cumulative impacts, broad alternatives, and other factors (CEQA Guidelines Section 15168[d][2]). These later documents need only focus on new impacts that have not been considered before (CEQA Guidelines Section 15168[d][3]).

Section 15168(c), entitled “Use with Later Activities,” provides, in pertinent part, as follows:

Later activities in the program must be examined in the light of the program EIR to determine whether an additional environmental document must be prepared:

1. If a later activity would have effects that were not examined in the program EIR, a new Initial Study would need to be prepared leading to either an EIR or a Negative Declaration.

That later analysis may tier from the program EIR as provided in Section 15152.

2. If the agency finds that pursuant to Section 15162, no subsequent EIR would be required, the agency can approve the activities as being within the scope of the project covered by the program EIR, and no new environmental document would be required. Whether a later activity is within the scope of a program EIR is a factual question that the lead agency determines based on substantial evidence in the record. Factors that an agency may consider in making that determination include, but are not limited to, consistency of the later activity with the type of allowable land use, overall planned density and building intensity, geographic area analyzed for environmental impacts, and covered infrastructure, as described in the program EIR.

3. An agency shall incorporate feasible mitigation measures and alternatives developed in the program EIR into later activities in the program.

4. Where the later activities involve site specific operations, the agency should use a written checklist or similar device to document the evaluation of the site and the activity to determine whether the environmental effects of the operation were within the scope of the program EIR.

Generally, when a property owner submits applications for site-specific approvals (i.e., tentative maps, conditional use permits, or other discretionary entitlements), the City staff will review the applications for consistency with the higher tier document. This consistency review ultimately determines whether the application for site specific approval is consistent with the higher tier document, Conditions of Approval, and Mitigation Measures, and whether it is consistent with what was anticipated and analyzed in the program EIR. Often a City will conclude that most, or all, components of the site-specific application can be developed with no new analysis of environmental effects, or a focused analysis limited to the environmental effects that could not be reasonably foreseen at the time the certified EIR was prepared.

These site-specific approvals may be narrowed pursuant to the rules for tiering set forth in CEQA Guidelines Section 15152. “‘[T]iering is a process by which agencies can adopt programs, plans, policies, or ordinances with EIRs focusing on ‘the big picture,’ and can then use streamlined CEQA review for individual projects that are consistent with such…[first tier decisions] and are…consistent with local agencies’ governing general plans and zoning.’” (Koster v. County of San Joaquin (1996) 47 Cal.App.4th 29, 36.) Section 15152 provides that, where a first-tier EIR has “adequately addressed” the subject of cumulative impacts, such impacts need not be revisited in second- and third-tier documents. Furthermore, second- and third-tier documents may limit the examination of impacts to those that “were not examined as significant effects” in the prior EIR or “[a]re susceptible to substantial reduction or avoidance by the choice of specific revisions in the project, by the imposition of conditions, or other means.” In general, significant environmental effects have been “adequately addressed” if the lead agency determines that:
a. they have been mitigated or avoided as a result of the prior environmental impact report and findings adopted in connection with that prior environmental impact report; or

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b. they have been examined at a sufficient level of detail in the prior environmental impact report to enable those effects to be mitigated or avoided by site specific revisions, the imposition of conditions, or by other means in connection with the approval of the later project.

Where a site-specific approval within the City warrants additional environmental review, there are several paths forward. This includes an EIR Addendum, a Mitigated Negative Declaration, or some form of Environmental Impact Report. The Mitigated Negative Declaration is a form of CEQA review that is commonly prepared for small projects built out under a Master Plan with a certified EIR.

Based on the characteristics of the proposed Project, the City of Manteca has determined it is appropriate to develop an IS/MND for the proposed Project, using the tiering concept. Therefore, this IS/MND tiers from the Northwest Airport Way Master Plan EIR and the Addendum to the Northwest Airport Way Master Plan EIR.

The commenter is directed to page 104 through 115 of the Initial Study for a VMT analysis that was prepared in accordance with SB 743. Here, the City has responded to new statutory requirements to prepare a VMT analysis. This VMT analysis is subsequent to, and supplementary to, the certified EIR for which this project analysis is tiered. This analysis presents new information, provides an analysis, and concludes that the impact is less than significant. The commenter incorrectly presumes that the existence of “new information” guarantees the need for an EIR to be prepared, when in fact this is not what is specified in the CEQA Guidelines Section 15162(s). The statute provides four warrants for when a Subsequent or Supplemental EIR would be warranted for a project that has “new information.” The City responded to the statutory requirements by preparing the Initial Study for this project to determine if any of the four warrants would be met. After the analysis it was found that none of the four warrants were met. More specifically, the VMT analysis, which the commenter cites as a source of “new information” that warrants an EIR, was found by the Traffic Engineer to be a less than significant impact. The City intends to continue to comply with the SB 743 VMT analysis requirements for any project that develops within an area that already has a certified EIR, but where that EIR did not include a VMT analysis because no such analysis was required. These subsequent and supplementary VMT analyses will guide the City in determining where a Supplemental or Subsequent EIR is warranted, and were a Mitigated Negative Declaration or Exemption is warranted. Based on the analysis in the Initial Study, and all facts in the record, there are no new transportation impacts as a result of the VMT analysis.

Response E-4: This comment suggests that MND does not accurately describe the proposed Project, and suggests that the proposed Project has been piecemealed. The commenter provides a list of five known buildings and uses a term “CenterPoint Intermodal Center Manteca” to describe these projects.

As discussed under Response E-3, the commenter fundamentally misunderstands tiering and how tiering has been appropriately conducted under the Northwest Airport Way Master Plan EIR.

What the commenter has described is individual sites that have been developed within the approved Northwest Airport Master Plan. As stated throughout the Initial Study, the

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proposed Project is located within this Northwest Airport Master Plan, just as the five projects listed by the commenter are located in the same Master Plan area. The term “CenterPoint Intermodal Center Manteca” appears to be a marketing name that one of the property owners within the Northwest Airport Master Plan area has assigned to market their properties for sale. Property developers assigning a marketing name to properties for sale is common after City approvals are made. The City recognizes the Master Plan area under the approved Northwest Airport Master Plan, not under the marketing name.

The commenter misappliesthe term "piecemealing" to the proposed Project. Instead, the Initial Study clearly articulates the Project Background, including the previously certified program-level EIR for the Northwest Airport Way Master Plan and the CEQA “Tiering” statutes beginning on page 4 This is discussed under Response E-3.

Response E-5: This commenter provides a set of comments regarding the “Agriculture and Forestry Resources” analysis and suggests that the conclusion in the Initial Study that the proposed Project would have “No Impact” is in conflict with the Project Description.

The commenter includes a map entitled “California Important Farmland Finder” which identifies the site as Prime Farmland.

The certified Northwest Airport Way Master Plan EIR correctly labeled the Project site as “Prime Farmland”, which was the existing condition at the time the EIR was prepared.

Since that time, a Container Yard was developed on the Project site. While that project was not fully developed, the conversion of Prime Farmland to a non-agricultural use occurred with the development of the Container Yard. This is correctly stated on page 31 of the Initial Study. To expand further, there is no agricultural land, production, or opportunity for agricultural use on the Project site based on the existing conditions that occur today, which represents a past conversion of agricultural land. The Initial Study presents the existing condition today, and is accurate in representing that there is no “Prime Farmland” on the Project site. The commenter is directed to the appropriate disclaimers on the “California Important Farmland Finder” website to better understand that limitations of the data that the commenter has presented in their argument that the Project site contains Prime Farmland. Additionally, in accordance with Mitigation Measure AG-1 from the Northwest Airport Way Master Plan EIR, the Project Applicant for the Container Yard paid the required City of Manteca agricultural mitigation fee to help offset the conversion of the land from agricultural to a developed use. The conversion, and the mitigation requirement to pay the agricultural conversion fees has already occurred.

Data Disclaimer
This data should be used within the limits of its purpose - as a current inventory of agricultural land resources. This data does not necessarily reflect general plan or zoning designations, city limit lines, changing economic or market conditions, or other factors which may be taken into consideration when land use policies are determined. This data is not designed for parcel-specific planning purposes due to its scale and the ten-acre minimum land use mapping unit. Classification

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of important farmland and urban areas in this data is based on best available data. The information has been delineated as accurately as possible at 1:24,000-scale, but no claim to meet 1:24,000 National Map Accuracy Standards is made due to variations in the quality of source data.
© 2022, California Department of Conservation All rights reserved. Fair use of this data for noncommercial, educational, research or scientific purpose is not a violation of copyright. However, no part of the contents of this data may be reproduced, transmitted, or distributed in any form or by any means, electronic or mechanical, for any purpose without the express written permission of the Department of Conservation, Division of Land Resource Protection. The Department of Conservation makes no warranties as to the suitability of this product for any particular purpose.

Response E-6: This commenter provides a set of comments regarding the “Air Quality, Energy, and Greenhouse Gas Emissions” analysis. The commentor refers to the attachments from SWAPE for a complete technical commentary and analysis. The commentor then states that the IS/MND does not include analysis for relevant environmental justice issues. The commentor states that this is particularly important, since the surrounding community is highly burdened by pollution. The commentor states that, according to CalEnviroScreen

4.0, CalEPA’s screening tool that ranks each census tract in the state for pollution and socioeconomic vulnerability, the proposed project’s census tract (6077005119) ranks worse than 98% of the rest of the state overall. The commentor provides additional statistics for the community’s exposure to air pollution, and states that, since the community has a high rate of linguistic isolation and low educational attainment, the community is highly vulnerable. The commentor also states that the proposed Project’s census tract is identified as an SB 535 Disadvantaged Community.

The commentor also states that CalEEMod, which was used (in part) to estimate Project energy usage, is not a State-approved energy compliance modeling software, and since the CalEEMod modeling does not comply with the California 2019 Building Energy Efficiency Standards, the modeling is inaccurate. The commentor further states that, therefore, a finding of significance for energy impacts must be made.

It should be noted that topic of “environmental justice” or “fair treatment” is not referenced in the CEQA Guidelines and is not a required impact category. Social and economic impacts that are not related to physical impacts are not considered within an environmental analysis. The Initial Study, however, does provide an analysis of environmental topics revolving around pollution (i.e. air quality pollution, water quality pollution, etc.), that ultimately become important considerations for elected officials as they deliberate on entitlement requests and the social, economic, and environmental impacts that the entitlements would have on the community.

The IS/MND has evaluated each of the proposed Project’s environmental impacts against the relevant thresholds (such as via an air toxic health risk screening, using the Air District’s air toxic health risk screening Prioritization Calculator,1to determine the total cancer and non-cancer air toxic health risks and the nearby sensitive receptors) and 1 See here for further detail (under ‘Screening Tools’): https://www.valleyair.org/transportation/ceqa_idx.htm

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checked consistency with the applicable plans (such as the Northwest Airport Way Master Plan and its associated EIR). Moreover, the IS/MND has incorporated mitigation measures where applicable and feasible, made appropriate significance determinations, and evaluated cumulative impacts. As noted earlier in this response, CEQA does not use the terms “fair treatment” or “environmental justice”. Rather, CEQA centers on whether a project may have a significant effect on the physical environment, regardless of socioeconomic conditions, including income levels of the residents. For instance, air quality impacts are measured against a threshold established for the region, which is not weighted or modified up or down based on a socioeconomic condition. The threshold itself is a metric by which an analyst can make a determination of the physical environmental impact caused by a project. The thresholds are established by the Air District, whose responsibility is to maintain and/or improve ambient air quality conditions to state and federal levels for all people.

Nevertheless, CEQA does require a lead agency to consider whether a project’s effects, while individually limited, are “cumulatively considerable” and therefore significant when combined with other projects. The City has considered the cumulative effects of developing the Project site with Industrial uses when they certified the Northwest Airport Master Plan EIR, as well as when they certified the General Plan EIR.

Separately, the City of Manteca considers alternative locations early in the application process. The City’s key considerations in identifying an alternative location are as follows:
• Is there an alternative location where significant effects of the proposed Project would be avoided or substantially lessened?
• Is there a site available within the City’s Sphere of Influence with the appropriate size and characteristics such that it would meet the basic Project objectives? The City’s consideration of alternative locations at the Project application level included a review of previously approved land use planning and environmental documents in Manteca including the General Plan and Northwest Airport Way Master Plan. The City noted that the Project site has been designated for industrial land uses for over a decade.

The City has determined that industrial uses in this part of the City is appropriate, in part, because of the rail infrastructure and access to major highways that would support such uses. The City has found that there are no feasible alternative locations that exist within the city limits with the appropriate size and characteristics that would meet the basic Project objectives and avoid or substantially lessen one or more significant effects of the proposed Project. The City has determined that alternative locations outside the city limits would have greater impacts that development within the city limits. For these reasons, the City of Manteca determined that there are no feasible alternative locations.

In addition, as discussed in Citizens of Goleta Valley v. Board of Supervisors (1990) 52 Cal.3d 553 (Goleta II), where a project is consistent with an approved general plan, no offsite alternative need be analyzed. As stated in the Project Description, no General Plan amendment or zoning change is required for the proposed Project, as the proposed

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Project was previously planned for by the existing General Plan. The proposed Project is consistent with the types of uses considered in the Manteca General Plan and associated EIR.

Overall, CEQA’s purpose is neither “fair treatment” nor “environmental justice” in the sense of socioeconomic conditions. Rather, CEQA centers on whether a project may have a significant effect on the physical environment. The Draft IS/MND is consistent with the requirements of CEQA. Lastly, it should be noted that CalEEMod was used (in part) to estimate Project energy usage, as it is the Air District’s recommended model for estimating Project energy emissions for CEQA projects. It is noted that the Air District reviewed the proposed Project, and included a comment provided herein. Nowhere in their comment did they suggest that a different model should be used for this analysis.

There are no “approved energy compliance modeling softwares” for calculating energy consumption for the purposes of CEQA. The three “2019 Building Energy Efficiency Standards Approved Computer Compliance Programs” promulgated the CEC, and identified by the commentor, are not relevant to estimating energy consumption under CEQA. The commentor conflates the idea that “approved energy compliance modeling softwares” approved by the CEC for the 2019 Building Energy Efficiency Standards as being relevant for CEQA, which is not correct. Moreover, the latest version of CalEEMod (CalEEMod Version 2020.4.0), which was used (in part) to estimate Project energy usage, accounts for the California 2019 Energy Efficiency Standards (i.e. the current version of the California Energy Efficiency Standards), according to Appendix A of the CalEEMod guidance,2in contrast to the commentor’s comment that CalEEMod does not comply with the California 2019 Building Energy Efficiency Standards. See the Final IS/MND and/or Appendix B of the Final IS/MND for further detailed results.

Response E-7: This comment suggests that an EIR needs to be prepared to include a consistency analysis with all General Plan goals and policies, including goals and policies of the General Plan Update.

The currently adopted General Plan is the 2023 General Plan, which is the same General Plan that was in effect at the time the Northwest Airport Master Plan was approved and the Draft EIR was certified. Page 3.9-17 through 3.9-53 of the Northwest Airport Master Plan Draft EIR includes the Northwest Airport Way Master Plan General Plan Consistency Analysis. The DEIR consistency analysis concludes that the Master Plan is consistent with the General Plan with the implementation of all mitigation measures and conditions imposed on projects developed within the Master Plan area. As stated in the in the Initial Study, the proposed Project is consistent with the light industrial design standards and guidelines established in the approved Northwest Airport Way Master Plan, and implements the small-scale light industrial uses that are encouraged within the Northwest Airport Way Master Plan. Additionally, all relevant mitigation measures from the certified 2 See here: http://www.aqmd.gov/docs/default-source/caleemod/user-guide-2021/appendix-a2020-4-

0.pdf?sfvrsn=6

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EIR are incorporated into the Initial Study. All conditions of approval run with the land and are in effect. Therefore, the proposed Project is consistent with the applicable General Plan.

The commenter has specifically noted one goal and two policies that they believe should be analyzed for the proposed Project. These are listed below:
• Goal AQ-2. Integrate air quality planning with land use and transportation planning processes in order to reduce vehicle miles traveled in the City and by commuters.
• C-P-49: The city shall require that new industrial development pay a fair share toward improvements required to accommodate heavy vehicles, including increased pavement wear.
• C-P-53: The City shall establish a requirement for a TDM program in any business park, industrial or commercial land use that employs more than 50 full time equivalent employees.

A Project-specific analysis focuses on consistency with the policies established by the City, and does not include a consistency analysis with goals. Goals are very broad based, whereas policies are more focused. For instance, Goal AQ-2 is a broad goal regarding regional planning as it related to land use, transportation, and air quality. Nevertheless, the City has taken steps to achieve this goal through the implementation of their land use plan, circulation plan, and their focus on reducing VMT citywide. The circulation patterns for the Master Plan itself have undergone considerable planning and engineering efforts since it was first approved. This circulation patterns have evolved such that the original plan to direct heavy truck traffic onto Airport Way and Lathrop Road has been modified to focus heavy truck traffic on Intermodal Way (internal to the Master Plan) north bound to Roth Road, then west bound to I-5. This traffic pattern modification was developed through communication and coordination with nearby residents of Manteca and the City of Lathrop. The concern was that heavy truck traffic would both congest these roadways, and provide a higher level of toxic air contaminants on these roadways. By integrating transportation, land use, and air quality, the City developed a pattern that would focus heavy truck traffic to roadways that would be least likely to impact residents, and focus only passenger vehicle traffic to the roadways of concern. The solution developed by the City is consistent with Goal AQ-2.

The proposed Project is consistent with policy C-P-49. The City has an established Public Facilities Implementation Plan (PFIP) that funds local roadway improvements, including increased pavement wear. Additionally, there are regional traffic impact fees that are charged for more regional roadway impacts. This policy is established in the General Plan, and it is implemented by the City through their existing programs. The City conditions all projects to pay the appropriate impact fees prior to grading permit. The City considers payment of these impact fees as a fair share of their impact.

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The proposed Project is consistent with policy C-P-53. The City has an established travel demand model that is developed for the entire City. The model is regularly updated as new projects are developed. The forecasting that is performed through the modeling informs the City on how to manage traffic volumes and congestion within specific areas impacted by new projects. The City then conditions each project with specific improvements needed to manage traffic congestion. The Final IS/MND page 114 includes the following Conditions of Approval that are intended to manage travel demand based on forecasting that has been performed.
• Traffic COA #1 – The developer shall pay for the total cost of construction of Interconnect Way between Intermodal Drive and Operation Place and require all truck traffic to use Intermodal Drive to access the GBxManteca Project. • Traffic COA #2 – The developer shall pay for the total cost of construction of Operation Place between Interconnect Drive and GBxManteca Project driveway and install an all-way stop controlled intersection at the Operation Place / Pinnacle Drive three-legged intersection.
• Traffic COA #3 – The developer shall pay their fair share for improvements identified in the City of Manteca Public Facilities Implementation Plan (PFIP) by paying current fees as determined by the City of Manteca prior to issuance of building permits to improve intersections in the City of Manteca. • Traffic COA #4 – The developer shall pay their fair share of the SJCOG Regional Transportation Impact Fee (RTIF) by paying current fees as determined by the City of Manteca prior to issuance of building permits top improve the Roth Road Corridor in the City of Manteca, City of Lathrop, and San Joaquin County. • Traffic COA #5 – If intersection improvements were to occur at the Union Road/Lathrop Road intersection, the developer shall pay their fair share for improvements identified to accommodate the projected Cumulative No Project and Cumulative With project traffic volumes at this intersection during the AM and PM peak hour. Under Cumulative Plus Project Conditions, the GBxManteca Project contributes to 3 percent of the total intersection volume.

It should be noted that the General Plan Update is not approved, is subject to change, does not have a certified EIR, and is not valid currently. As such, it is not part of the baseline conditions for the proposed Project. The General Plan Update and its Draft EIR have undergone multiple revisions since City first embarked on the long-range planning process and it is currently going through additional revisions and change so it is not appropriate to base a consistency analysis. Instead, the consistency of the proposed Project has been compared to the existing General Plan. It is noted, however, that the General Plan Update, in its current form, does not propose any changes to the Northwest Airport Master Plan area, for which the proposed Project is located. As such, there is nothing provided in the draft General Plan Update that would suggest that there is an inconsistency with the proposed Project, or the Master Plan as a whole. The proposed Project is consistent with the current Draft General Plan Update.

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It is also noted that the proposed Project’s consistency with the SJCOG RTP/SCS is addressed on page 60 of the Initial Study, which concludes that the RTP/SCS includes the Northwest Airport Way Master Plan in their population and employment projections, and VMT increases associated with buildout of the City of Manteca. It is noted that the land use and circulation model that the SJCOG has established for their RTP/SCS is based on the Project site, and Master Plan area as a whole, being developed with the same industrial development that has been anticipated on the site for over 10 years. The land use and circulation patterns drive the development of the RTP/SCS action and financing plan. There is not anything that is proposed that is inconsistent with the RTP/SCS. The proposed Project is consistent with the RTP/SCS.

Finally, the proposed Project is not a residential project, and therefore the City’s Growth Management Ordinance is not applicable to light industrial projects. The Growth Management Ordinance is only appliable to residential developments.

The City's periodically updates their list of ongoing commercial and industrial projects.

The City’s most current list of these projects can be found at the following link:
https://www.ci.manteca.ca.us/CommunityDevelopment/Planning%20Division/gpstatus/ Documents/Commercial_Projects_2016-2020_24x36.pdf
Response E-8: This commenter provides a set of comments regarding the “Population and Housing” analysis.

The proposed Project is estimated to generate approximately 280 employees. The proposed Project trip generation analysis was based on having 280 employees on-site per day, or approximately 1 employee per 1,053 gross square feet for the proposed Project.

Not all employees would live and work in the City of Manteca. Employees are projected to live in several communities in the San Joaquin County, including Manteca, Lathrop, Ripon, Stockton and other unincorporated areas of San Joaquin County. It is not anticipated that people would commute to this job from areas outside the region. It is common for residents of the City of Manteca and surrounding communities in San Joaquin County to commute to higher paying jobs located in the San Francisco Bay Area which has a higher cost of living and higher paying jobs. However, it is not common that people living in the Bay Area with higher costs of living would commute to Manteca for a job in a warehouse that pays considerably lower than jobs in the Bay Area. For these reasons, it is anticipated that the warehouse jobs provided by this Project would come from residents in Manteca or the immediately surrounding communities.

The land uses for the Project site have been established for over a decade. SJCOG develops their projections based on long range planning documents from the communities that they serve. For instance, the growth projections that SJCOG establishes for Manteca are derived from the City of Manteca General Plan, Master Plans, etc. The proposed Project is part of the Northwest Airport Master Plan, which is known by SJCOG and is assumed within their growth projections. The Northwest Airport Way Master Plan EIR anticipated employment growth of 2,588 jobs over the 15-year Master Plan. The total

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employees generated by the proposed Project is well within the assumptions of the Master Plan. The Master Plan, as an approved project, was accounted for in the City's Household and Employment projections.

Response E-9: This commenter provides a set of comments regarding the “Transportation” analysis.

The Vehicle Miles Traveled (VMT) analysis is consistent with Senate Bill (SB) 743, the Technical Advisory on Evaluating Transportation Impacts (December 2018), and the VMTFocused Transportation Impact Study Guide (May 2020), and includes all passenger cars, SUVs and light duty trucks driven by employees to and from the project site. Consistent with SB 743 technical guidelines, the VMT analysis does not include Delivery, California, or STAA truck / trailer vehicle miles traveled. The analysis contained in Appendix E analyzed VMT per industrial employee consistent with the VMT-Focused Transportation Impact Study Guide.

In addition to the VMT analysis, the Transportation Impact Analysis Report (Appendix E), also included the trip generation analysis which includes both employee vehicles (Table 3) for passenger cars, sport utility vehicles (SUV) and light duty trucks. The trip generation analysis also includes trucks (Table 4) for delivery California, and Surface Transportation Assistance Act (STAA).

The City of Manteca Travel Demand Model used the same transportation planning industry software (Cube) for both Baseline and Cumulative Conditions that the San Joaquin Council of Governments (SJCOG) used for the regional travel demand model. In addition, the same Cube Model is being used for the City of Manteca General Plan and EIR (Manteca General Plan Update). And the land use designation for the proposed Project is consistent with both the currently adopted General Plan and Draft General Plan Update.

The Baseline Citywide VMT per industrial employee was determined by summing the total distance all industrial workers that are employed in the City of Manteca traveled, and dividing this total VMT by the total number of industrial workers. This resulted in the baseline citywide VMT of 75.3 miles per industrial employee and a Cumulative with Project VMT of 75.1 miles per industrial employee. This represents a 0.26% decrease when compared to baseline city-wide average. Therefore, the construction of the proposed Project will improve the jobs to housing balance in the City of Manteca and provide an overall benefit to reducing VMT per employee, fuel consumption and greenhouse gas emissions. In order to have a less than significant impact relative to this primary CEQA topic, the proposed Project will be required to have all trucks access the facility using Intermodal Way and only employee access will be allowed from Airport Way.

The construction of the GBxManteca Project will provide 280 industrial jobs on a typical weekday, and will improve the jobs to housing balance in Manteca, Lathrop, Ripon, Stockton and other unincorporated areas of San Joaquin County. Also moving the employment closer to the labor force has the overall benefit of reducing VMT per

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employee by a much larger amount if workers were required to drive the San Francisco Bay Area versus staying in the City of Manteca and San Joaquin County.

It should also be noted that by reducing VMT per employee by a conservative one mile per weekday for each of the 280 employee, fuel consumption would be reduced by approximately 2,800 gallons per year and greenhouse gas emissions would be reduced by approximately 53,400 pounds.

Response E-10: This commenter provides a set of comments regarding the “Mandatory Findings of Significance” analysis.

As stated by the commenter, the City of Manteca maintains a list of ongoing commercial and industrial projects. All City documents, including a list of ongoing commercial and industrial projects, can be found on the City’s website (https://www.ci.manteca.ca.us/CommunityDevelopment/Planning%20Division/gpstatus /Documents/Commercial_Projects_2016-2020_24x36.pdf), or in person at the City Hall.

The list in question has been included as an Appendix in the Final IS/MND.

The suggestion that an EIR must be prepared that includes a cumulative analysis in relation to the City’s growth management requirements underscores the commenters misunderstanding of the City’s growth management requirements. The City’s growth management requirements are specific to residential projects, which drive new residents living in the city limits of Manteca. The proposed Project does not generate any new homes, and therefore, does not directly result in population growth. Instead, page 96 of the Initial Study accurately reflects the City’s expectation that jobs created would be served by residents of Manteca and surrounding communities. It is not reasonable to assume that people would commute to work in this warehouse from communities outside communities that are in the regional vicinity. As noted under Response E-8, it is common for residents of the City of Manteca and surrounding communities in San Joaquin County to commute to higher paying jobs located in the San Francisco Bay Area which has a higher cost of living and higher paying jobs. However, it is not common that people living in the Bay Area with higher costs of living would commute to Manteca for a job in a warehouse that pays considerably lower than jobs in the Bay Area. For these reasons, it is anticipated that the warehouse jobs provided by this Project would come from residents in Manteca or the immediately surrounding communities.

It is also noted that the certified EIR for the Northwest Airport Master Plan included a cumulative analysis of buildout of the parcels within the Master Plan Area, which included the Project site. The full Draft and Final EIR can be viewed on the City’s website at the following link:
https://www.ci.manteca.ca.us/CommunityDevelopment/Planning%20Division/Pages/Pl anning-DivisionDocuments.aspx?RootFolder=%2FCommunityDevelopment%2FPlanning%20Division%2F Planning%20Division%20Documents%2FMaster%20And%20Specific%20Plans%2FNorth

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west%20Airport%20Way%20Master%20Plan&FolderCTID=0x012000C1D839DE3D40754 0A4D0E9B464C9237D&View=%7BC6EEA1A9%2D842B%2D49CD%2D94D1%2DE0D08910 FEFD%7D.

The cumulative analysis considered the new development relative to anticipated growth in the region. The Northwest Airport Master Plan was approved approximately 12 years ago, and has since been anticipated within all regional planning documents including the City of Manteca’s General Plan, and SJCOG’s Regional Transportation Plan/Sustainable Communities Strategy. In addition to these relevant long-range planning documents, development of the Northwest Airport Master Plan area has been well known by the San Joaquin County Local Agency Formation Commission, the Cities of Lathrop, Stockton, Ripon, and Tracy, and the County and San Joaquin.

The City of Manteca recognizes that the certified EIR for the Northwest Airport Master Plan includes conclusions where significant and unavoidable impacts would occur as the Master Plan develops. The City has not changed, nor do they suggest, that the significant and unavoidable conclusions should or will change as a result of any individual project within the Master Plan area, including the proposed Project. This holds true for direct, indirect, and cumulative impacts. The City has adopted statement of overriding considerations for those significant and unavoidable impacts as part of the original certification of the Northwest Airport Master Plan EIR, and the proposed Project contributes to the impacts disclosed under the original certified EIR. All mitigation measures from the Northwest Airport Way Master Plan EIR are applicable to the proposed Project, and have been incorporated into the Initial Study on pages 6-12. (Table PD-1) For this second tier CEQA document, however, the City has followed the statutory requirements for analyzing individual projects developed within an already approved Project for which an EIR is certified. More specifically, the analysis in the Initial Study is focused on the “New Information” that is now known, that was not, or could not have been known at the time the original analysis was performed. The most significant new information is the VMT analysis, which is a new requirement based on a change in state law. The VMT analysis provided on page 114-117 of the Initial Study further describesthat there would be a less than significant impact from VMT.

There is no evidence that the proposed Project would have new significant impacts that have not already been addressed by the first tier EIR. The City requires all individual projects within the Northwest Airport Master Plan to implement mitigation measures and conditions of approve adopted as part of the Northwest Airport Master Plan to reduce impacts to the extent possible. All of the previously adopted mitigation measures and conditions of approved are in effect for the proposed Project.

Response E-11: This comment serves as a closing statement for the commenter. The commenter requests to be included on a list to receive subsequent information regarding this project.

This comment is noted. The City has added the commenter to the list for this project.

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Response E-12: This comment serves as an introduction to a letter that was attached to the main commenter’s letter. The comment suggests that the IS/MND does not adequately evaluate the proposed Project’s hazards, hazardous materials, air quality, health risk, and greenhouse gas emissions. Being an introduction, this specific comment does not provide any supporting evidence, rather, their arguments are provided in subsequent comments.

The introduction does not warrant a response. All subsequent comments are addressed subsequently in the following responses.

Response E-13: This comment states that a Phase I Environmental Site Assessment (ESA) was not prepared for the IS/MND, and that would result in an inadequate evaluation of the site and project. The commenter suggests that a Phase I ESA is required.

The commenter is misinformed about the CEQA requirements to evaluate hazards and hazardous materials. Nowhere in CEQA statute is there a requirement to prepare a Phase I ESA, in fact, the term “Phase I ESA” is never mentioned in statutes or guidelines. It is noted that there is relevant information that can be extracted from a Phase I ESA and incorporated into an Initial Study to address specific requirements under CEQA Guidelines Appendix G. However, a Phase 1 ESA is intended to provide purchasers of commercial property certain liability protections under federal laws. Phase I ESAs are a requirement of underwriting for financial institutions providing loans for commercial properties.

Nowhere in ASTM is there any mention of CEQA. Instead, the CEQA Guidelines specifically requires the following question to be analyzed:
“Would the project be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment?”

Page 63 ends

Project site is not on this list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment.

Nevertheless, a Phase I ESA was prepared as part of the original certified Draft EIR for the Northwest Airport Way Master Plan. Page 3.7-19 through 3.7-23 of the Draft EIR for the Northwest Airport Way Master Plan addresses the results of the Phase 1 ESAs, and the EIR ultimately concluded that there were no Recognized Environmental Concerns and implementation of the Master Plan would have a less than significant impact relative to this topic. Subsequently, a second Phase I ESA was prepared specifically for the Project site in 2021 and is included in Appendix F of the Final Initial Study. The results of that study also shows that the Project site does not have a Recognized Environmental Conditions, and that the Site is not located on a hazardous site. Therefore, a further Phase II ESA is not required.

Response E-14: The commentor states that there are unsubstantiated input parameters used to estimate project emissions. The commentor states that the IS/MND’s air quality analysis relies on

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emissions calculated with CalEEMod. The commentor states that they found several model inputs that were not consistent with the information disclosed in the IS/MND. The commentor then states that, therefore, the proposed Project’s construction and operational emissions are underestimated. The commentor states that an EIR should be prepared to include an updated air quality analysis to adequately address the impacts that Project construction and operation will have on local and regional air quality.

This comment is noted. This comment is a general comment that lacks specificity, instead, this comment serves as a preface to more detailed individual comments provided under Comments E-15 through E-21. Based on comments received, more detailed responses to the individual input parameters identified by the commentor for each of the Comments E-15 through E-21 are provided in the responses below. The modeling uses defaults where more specific details are not available, as recommended by CalEEMod.3 CalEEMod utilizes default data that can be used when site-specific information is not available. Users of CalEEMod are required to provide justifications for all changes made to the default values (see the CalEEMod v.2020.4.0 User’s Guide for more detail). The user may only override the defaults when more accurate, project-specific information is available and appropriate. Where more specific information was available and appropriate (with substantial evidence), the defaults were overridden with the specific information. The updated emissions outputs do not change any impact conclusions. It is also noted, that through the initiation of Rule 9510 review with the Air District, the Air District performs their own modeling. That modeling is consistent with the model included in the Final IS/MND. See below for individual responses to the individual comments, in the responses to Comments E-15 through E-21, below.

Response E-15: The commentor states that the CalEEMod modeling fails to model proposed cold storage land uses. The commentor points to IS/MND Project Description of the proposed Project as containing 20,000 sf of refrigerated space inside of the proposed Project building. The commentor points out that the entire building, however, was modeled as an ‘unrefrigerated’ warehouse. The commentor identifies several reasons why this could underestimate the proposed Project’s operational emissions.

The CalEEMod modeling originally applied an unrefrigerated warehouse land use because the use of the refrigerated warehouse would automatically and incorrectly populate the heavy-duty trucks with TRUs. The proposed Project does not use refrigerated trucks to deliver the beverages, including those that are stored in the cold storage (IS/MND page 5). This would have resulted in an over estimate of mobile source emissions. It is noted, however, that the energy calculations would be slightly under reported because the cold storage would use more energy to refrigerate that portion of the building. Therefore, the CalEEMod modeling was refined to reflect the 20,000 sf of refrigerated space. This modeling reflects an accurate energy usage for the refrigerated portion of the building; 3 See the CalEEMod v.2020.4.0 User’s Guide for more detail. Available at: http://www.aqmd.gov/docs/defaultsource/caleemod/user-guide-2021/01_user-39-s-guide2020-4-0.pdf?sfvrsn=6

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however, it also reflects an overestimate of mobile source emissions because TRUs will not be utilized. The refined modeling results are provided in the Final IS/MND. Table AIR2 of the Final IS/MND, which provides the emissions results for operational emissions, is provided below.

Table AIR-2: Project Operational Criteria Pollutant Emissions (tons/year) Emissions Type
Proposed Project
Emissions
SJVAPCD Threshold
Above Threshold in
Proposed Project?
ROG 2.8516 10 N
NOx 7.4221 10 N
CO 3.7026 100 N
PM10 1.6892 15 N
PM2.5 0.5215 15 N
Notes: The above numbers reflect the total Area, Energy, and Mobile Sources of emissions on an annual basis.

Source: CalEEMod, v.2020.4.0
As shown in the Final IS/MND, emissions of criteria pollutants would remain below the applicable Air District thresholds even with these worst-case assumptions.

Separately, with regard to truck TRUs, the HRA screening analysis was refined to account for TRUs, to account for the potential for refrigerated trucks to travel to and from the Project site, based on the 20,000 sf of refrigerated space anticipated for the proposed Project building. This assumption provides an overly conservative analysis, since the proposed Project will not utilize TRUs. Nevertheless, the HRA screening has been refined in the Final IS/MND to account for the number of refrigerated trucks that would be required to transport the products associated with 20,000 sf of refrigerated space. Even after accounting for the TRUs, the proposed Project would not exceed the HRA screening threshold.

As provided in the Final IS/MND, the proposed Project has the potential to impact nearby sensitive receptors during the construction and operational phases. Specifically, the proposed Project has the potential to generate diesel particulate matter (DPM) from onand off-road construction vehicles, during the Project’ construction phase. In addition, the proposed Project has the potential to impact nearby sensitive receptors during Project operation, due to the proposed Project’s generation of trips by heavy-duty diesel trucks, which are also an emitter of DPM.

Specifically, DPM during Project operation is emitted from on-site heavy-duty truck vehicle circulation and idling, and off-site mobile travel. Additionally, based on the area of refrigerated warehouse (approximately 7.4%), it was assumed that 7.4% of heavy-duty trucks would utilize truck refrigeration unit (TRUs) and emissions from these units would generate DPM via on-site idling. Combined, these (both construction and operational) sources of DPM have the potential to generate TACs on nearby sensitive receptors, including those located nearest to the Project site. The SJVAPCD has established a screening calculator entitled the “Prioritization Calculator”. In accordance with the

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California Office of Environmental Health Hazard Assessment (OEHHA) guidance, as recommended by the SJVAPCD, an estimate of DPM emissions generated by the heavyduty trucks and delivery vans associated with the proposed Project during operation was calculated for on-site mobile and idling (including TRU idling) emissions. The calculation included off-site mobile emissions 0.25 miles from the Project site, combined with the exhaust DPM emissions from both on- and off-road vehicles during the Project’s construction phase, amortized over 70 years. The estimate of DPM emissions was based on the data provided in the Transportation Analysis for the proposed Project, and with DPM mobile emission rates from CARB’s EMFAC2021 database (for year 2022, San Joaquin County; emission rates for DPM; 10 MPH for on-site truck travel and 55 MPH for off-site truck travel), and from standard heavy-duty truck idling emission rates from CARB.

Specifically, the results from the Prioritization Calculator provide a prioritization score associated with total cancer risk from proposed Project DPM (including from both operational and construction operations) of approximately 1.95, after accounting for the nearest distance to sensitive receptors (approximately 130 meters at the closest location). This is below the SJVAPCD threshold of 10 that would require development of air toxics Health Risk Assessment (HRA) that includes air dispersion modeling.

Additionally, non-cancer (i.e., chronic and acute risks) associated with project DPM would also be well below the applicable thresholds for the Maximally Exposed Individual (i.e., greater than or equal to the Hazard Index level of 1), under the refined screening. See Comment Response E-21 (below) as well as Appendix B of the Final IS/MND for further detail.

Response E-16: This commenter states that the proposed Project modeling failed to include all proposed land uses types and sizes. Specifically, the commentor states that the IS/MND did not include the office space, totaling 25,000 square feet.

This comment is noted. The proposed Project is consistent with what was already studied in the Northwest Airport Way Master Plan EIR (See Section 2.0 p 21 through 2-53 and Exhibit 2-7).

Based on this comment, the proposed Project modeling has been refined to include the building office space of 25,000 square feet, and a refined warehouse area of 270,176 square feet, for a total building area of 295,176 square feet. The detailed analysis is provided in Appendix B of the Final IS/MND. This resulted in a negligible change to the modeling results, as discussed under Comment Response E-15 (above). As provided in the Final IS/MND, this revision to the modeled land uses does not cause any exceedance of the Air District’s thresholds, nor does it cause any of the air quality and/or greenhouse gas emissions topics’ significance determinations. No further response to this comment is warranted.

Response E-17: This commenter states that there were unsubstantiated changes to area coating emission factors. Specifically, the commentor states that there were several reductions within the CalEEMod model to the default area coating emission factors. Specifically, the

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commentor identifies the changes to the operational architectural coating ROG emission factors for exterior coatings from 150 g/L of to 100 g/L, and for interior coatings from 150 g/L of to 0 g/L.

Architectural coatings for the interior of the proposed Project building would have 0 g/L VOCs, since the interior coatings would utilize a zero-VOC interior paint.4 Therefore, the usage of a 0 g/L of ROG emission factor for interior coatings in the CalEEMod model is supported by substantial evidence, since no the VOC content of the interior coatings would be 0. With regard to the reduction of the ROG emission factor from 150 g/L to 100 g/L for the exterior coatings – this refinement was made based upon the ROG requirements as identified within Air District Rule 4601 (see Table 1).5 Additionally, the proposed Project is consistent with the land uses analyzed within the Northwest Airport Way Master Plan EIR. The Northwest Airport Way Master Plan EIR includes Mitigation Measure AIR-1b, which the proposed Project is require to comply with, which requires the VOC content for all architectural coatings to be less than 10 g/L.6 This mitigation measures is incorporated as part of the proposed Project (see Mitigation Measure AIR-1b included within the Final IS/MND).

As shown in the Final IS/MND, with the revisionsto the CalEEMod modeling, the proposed Project would still remain below the applicable Air District thresholds (see Table AIR-2 within the Final IS/MND for detail).

Response E-18: This commenter states that there are unsubstantiated changes to individual construction phase lengths. Specifically, the commentor identifies several construction phases that were modified from the default values. The commentor points to the comment provided within the model justifying the changes to construction phase lengths – specifically, that the construction schedule was provided by the Project Applicant. However, the commentor states that this justification is insufficient, since the IS/MND fails to mention the proposed construction schedule or justify the refined individual phase lengths whatsoever. The commentor says that this is incorrect, suggesting that these modifications to the default CalEEMod constructions schedule are not supported by substantial evidence.

The Project Applicant is a contractor/builder and has developed their estimated construction phase based on their understanding of the proposed Project and construction processes. The schedule was provided in an email dated January 4, 2022 (from Vickey Seidler of Ryan Companies). The Project Applicant provided the following construction phase lengths in the email:
• Site prep: 5 days
4 Confirmed by the Project applicant via phone correspondence on 9/29/2022.

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• Demolition: 15 days
• Grading: 20 days
• Building Construction: 200 days
• Paving: 10 days
• Architectural Coatings (paint exterior): 40 days
This construction schedule has been reviewed by the City and its consultants and is deemed to be a reasonable and realistic construction schedule. The proposed Project construction schedule within CalEEMod was modified to reflect these construction phase lengths (i.e., consistent with what was provided by the Project Applicant). This is consistent with the CalEEMod guidance (i.e., where more specific information is available, the CalEEMod defaults should be refined).7 CalEEMod utilizes default data that can be used when site-specific information is not available. Users of CalEEMod are required to provide justifications for all changes made to the default values (see the CalEEMod v.2020.4.0 User’s Guide for more detail). The user may only override the defaults when more accurate, project-specific information is available and appropriate. As previously stated, the developer (Ryan Companies) provided a more accurate construction schedule for the Project than is provided by the CalEEMod default construction schedule, thereby providing a more accurate estimate of the Project construction schedule than is provided by the CalEEMod defaults. These changes are therefore supported by substantial evidence. The Final IS/MND has been refined to clarify that the CalEEMod default construction schedule was modified based upon Project Applicant inputs. No further response to this comment is warranted.

Response E-19: This commenter states that there was an incorrect application of an energy-related operational mitigation measure. Specifically, the commentor states that there is insufficient justification for the mitigation measure for the on-site renewable energy estimating that the on-site solar would generate 800 kW in total, according to the Project Applicant. The commenter states that this is insufficient because the IS/MND fails to mention the inclusion of on-site renewable energy generation, and also because the IS/MND fails to explicitly require on-site solar panels in a formal mitigation measure. The Project Applicant claims that, because this is not designated as a mitigation measure, it could be eliminated from project design. Therefore, the commentor states that it cannot be guaranteed that it would be implemented, monitored, and enforced on the Project site.

The proposed Project is subject to the requirements of California Energy Code Title 24, Part 6, Subchapter 2 110.10, which provides mandatory infrastructure set up to facilitate solar photovoltaic requirements for non-residential buildings. Based on the size of the proposed Project building, the Project Applicant identified that approximately 800 kW of on-site solar is anticipated for the proposed Project building and has been included in the 7 See the CalEEMod v.2020.4.0 User’s Guide for more detail. Available at: http://www.aqmd.gov/docs/defaultsource/caleemod/user-guide-2021/01_user-39-s-guide2020-4-0.pdf?sfvrsn=6

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building plan set that is under review with the City. This is also included on the Site Plan, and is therefore a project commitment that the City requires to be constructed before they would sign off on occupancy permits. Therefore, the CalEEMod modeling for the Draft IS/MND assumed the approximately 800 kW of on-site solar as part of the proposed Project design.

Nevertheless, based on this comment, for the sake of a conservative analysis and as a comparative exercise, the CalEEMod modeling has been refined for the Final IS/MND to remove this solar design feature to analyze the most conservative scenario. That is, the refined CalEEMod modeling for the Final IS/MND does not include this anticipated 800 kW solar design feature to reflect the commentor’s concern that it won’t be built. As shown in the Final IS/MND, with the revisions to the CalEEMod modeling, the proposed Project would still remain below the applicable Air District thresholds (see the Final IS/MND Table AIR-2 on page 34 for details of project emissions and thresholds of significance). While this modeling exercise proves that the thresholds are not exceeded with or without the 800 kW solar facility, it should be emphasized that the approved Project Description and plan set includes the 800 kW solar facility. This is consistent with existing State law, and installation of this facility is expected by the City of Manteca.

Response E-20: The commentor states that there was an incorrect application of an area-related operational mitigation measure. Specifically, the commentor states that the operational mitigation measure to use low-VOC paint is unsupported. This comment is similar to the commentor that the commentor provided under Comment E-16.

As described in response to comment E-16, further correspondence with the Project applicant identified that the interior coatings for the proposed Project building would utilize a zero-VOC interior paint.8Separately, with regard to the reduction of the ROG emission factor from a default of 150 g/L for the exterior coatings – this refinement was made based upon the ROG requirements as identified within Air District Rule 4601 (see Table 1).9 Based on this, the Final IS/MND has been revised to reflect the 50 g/L VOC limit for both interior and exterior coatings which is a conservative emissions estimate in alignment with Rule 4601. It is, however, anticipated that the interior coatings will utilize zero-VOC interior paint. Compliance with the existing rules will improve ROG emissions compared to the emission levels reflected in the modeling results.

Response E-21: The commentor states that the diesel particulate matter health risk emissions were inadequately evaluated. Specifically, the commentor states that the IS/MND failed to evaluate the health risk impacts of construction activities during the construction phase of the proposed Project.
8 Confirmed by the Project applicant via phone correspondence on 9/29/2022.

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The health risks of construction activities are not required by the SJVAPCD. Nevertheless, the construction diesel particulate matter health risks were evaluated for both on-road and off-road vehicles during the Project construction phase, in a refined evaluation, based on this comment. See Appendix B of the Final IS/MND for further detail. Construction diesel particulate matter emissions were calculated based on the exhaust PM2.5 emissions provided by the CalEEMod modeling, amortized over 70 years to account for the lifetime of an individual at a residential receptor (in accordance with OEHHA guidance). The resulting construction emissions were calculated to be 1.65 pounds of diesel particulate matter per year. The Air District’s health risks screening Prioritization Calculator was also refined, to comprehensively account for both Project operational and construction phase health risks (associated with diesel particulate matter). The Final IS/MND has been updated to reflect the refined results of the health risks screening analysis.

As provided in the Final IS/MND, the proposed Project has the potential to impact nearby sensitive receptors during the construction and operational phases. Specifically, the proposed Project has the potential to generate DPM from on- and off-road construction vehicles, during the construction phase. In addition, the proposed Project has the potential to impact nearby sensitive receptors during operation, due to the proposed Project’s generation of trips by heavy-duty diesel trucks, which are also an emitter of DPM. In particular, DPM during Project operation is emitted from on-site heavy-duty truck vehicle circulation and idling, and off-site mobile travel. Additionally, based on the area of refrigerated warehouse (approximately 7.4%), it was assumed that 7.4% of heavy-duty trucks would utilize TRUs and emissions from these units would generate DPM via on-site idling. Combined, these sources of DPM (both construction and operational) have the potential to generate TACs on nearby sensitive receptors, including those located nearest to the Project site.

The SJVAPCD has established a screening calculator entitled the “Prioritization Calculator”. An estimate of DPM emissions generated by the heavy-duty trucks and delivery vans associated with the proposed Project during Project operation was calculated for on-site mobile and idling (including TRU idling) emissions, and off-site mobile emissions 0.25 miles from the Project site, combined with the exhaust DPM emissions from both on- and off-road vehicles during the Project’s construction phase, amortized over 70 years, in accordance with the California Office of Environmental Health Hazard Assessment (OEHHA) guidance, as recommended by the SJVAPCD. The estimate of DPM emissions was based on the data provided in the Transportation Analysis for the proposed Project, and with diesel particulate matter mobile emission rates from CARB’s EMFAC2021 database (for year 2022, San Joaquin County; emission rates for DPM; 10 MPH for on-site truck travel and 55 MPH for off-site truck travel), and from standard heavy-duty truck idling emission rates from CARB.

The results from the Prioritization Calculator provide a prioritization score associated with total cancer risk from proposed project DPM (representing the sum from both operational and construction operations) of approximately 1.95, after accounting for the nearest distance to sensitive receptors (approximately 130 meters at the closest location), well

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below the SJVAPCD threshold of 10 that would require development of air toxics Health Risk Assessment (HRA) that includes air dispersion modeling. Additionally, non-cancer (i.e., chronic and acute risks) associated with project DPM would also be well below the applicable thresholds for the Maximally Exposed Individual (i.e., greater than or equal to the Hazard Index level of 1), under the refined screening. The SJVAPCD’s most recent Guidance for Assessing and Mitigating Air Quality Impacts (GAMAQI) identifies that lead agencies are encouraged to use the available screening tools for toxic air contaminants.10 The screenshot below provides a summary of results of the Prioritization Calculator (for further detail, see Appendix B of the Final IS/MND). As shown, when accounting for a distance of over 100 meters to the nearest sensitive receptor, the cancer risk would be

1.95, and the chronic and acute risks would be minimal.

Therefore, a full HRA is not required for the proposed Project, since the proposed Project’s screening level is below the applicable SJVAPCD thresholds within their Prioritization calculator. See Appendix B of the Final IS/MND for further detail.

Response E-22: This commentor states that the IS/MND failed to adequately evaluate greenhouse gas emissions. Specifically, the commentor states that the IS/MND relies on the proposed Project’s consistency with the City’s Climate Action Plan (CAP) in order to conclude a lessthan-significant impact. The commentor states that, however, the IS/MND’s claim that the proposed Project is consistent with the City’s CAP, and the subsequent less-thansignificant impact conclusion, is unsupported for two reasons. The commentor states that, firstly, the IS/MND fails to mention or discuss that the proposed Project intends to exceed Title 24 standards other than in the context of the City’s CAP. The commentor points out that, while the IS/MND only indicated that the proposed Project intends on meeting the existing Title 24 standards, rather than exceed the Title 24 standards by 10%, which would be required to make the proposed Project consistent with the City’s CAP.

The commentor states that the IS/MND fails to incorporate this strategy as a formal mitigation measure.

The Final IS/MND has been refined to identify that, based on CAP measure ENB-1, the proposed Project would be required to exceed the Title 24 energy efficiency requirements 10 See page 66 of the SJVAPCD GAMAQI is available at: https://www.valleyair.org/transportation/GAMAQI.pdf

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by at least 10 percent, if feasible, or (if not feasible), require implementation of solar panels or other non-building related energy efficiency measures such as exterior or water savings.

It is anticipated that the proposed Project will include an 800 kW solar facility, which will provide significant energy savings and would be consistent with the requirements of the State law, local regulations, and the City of Manteca’s recommendations related to climate action planning (including CAP Measure ENB-1).

Response E-23: This comment serves as a disclaimer, closing statement. This comment also includes resumes of two individuals responsible for preparing the letter. No response is warranted.

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