Ontario City Council
November 21, 2023

1547
Prepared by:

Prepared for:

CULTURAL RESOURCES ASSESSMENT
OF THE

ONTARIO INDUSTRIAL PARK,

SAN BERNARDINO COUNTY, CALIFORNIA
San Bernardino County Museum Association
Dr. Gerald A. Smith, Executive Director
Michael K. Lerch, Archaeologist-Curator
2024 Orange Tree Lane
Redlands, California 92373
The SWA Group
580 Broadway, Suite 200
Laguna Beach, California 92651
Ontario Industrial Partners
1303 Avocado Avenue, Suite 220
Newport Beach, California 92660
September 1981
SB-01180
1548

INTRODUCTION
Purpose:

This report is a cultural resources assessment for the proposed Ontario Industrial Park, which will be located in the City of Ontario, San Bernardino County, California. The report was prepared by the San Bernardino County Museum Association at the request of Jean Gath of the SWA Group and William A. Budge of Ontario Industrial Partners, in order to comply with federal, state, and local laws and ordinances requiring environmental assessments of projects which might cause an adverse impact to the existing environment.

This assessment deals specifically with potential impacts to cultural resources by the propos ed project.

The study was conducted in order to locate and evaluate any archaeological or historical sites which might be impacted by the Ontario Industrial Park, and to make recommendations to mitigate any such impacts, should they be found to exist. The assessment included a records check for previously recorded archaeological sites in the area, a review of pertinent archaeological, ethnographic, and historic literature, and a field reconnaissance of the project site.

No cultural resources were found to exist within the project site boundaries, and no adverse impacts to cultural resources are anticipated due to the proposed project.

Project:

The proposed Ontario Industrial Park involves the development of approxi1 SB-01180
1549
mately 1,500 acres of land east of Ontario International Airport as an industrial park which will be served by both rail and air freight. The existing land use of vineyard agriculture will be replaced by an intensive development for industrial use which will include approximately 10-12 miles of new street construction, three taxiways connected with the airport, and up to two miles of rail spurs connected with both Southern Pacific and Union Pacific Railroads.

It is presumed that all existing features within the project site will be disturbed by the proposed project, and that any cultural resources which might be present would be subject to an adverse impact.

Project Site:

The project site is located in southwestern San Bernardino County in the City of Ontario. It is directly east of the Ontario International Airport, and located between the Southern Pacific Railroad Mainline on the north and the Union Pacific Mainline on the south. Thus it comprises an ideal location for such a facility as is proposed, due to the proximity of existing well developed transportation networks. Interstates 10 and 15 are located adjacent to the northern and eastern boundaries of the project site.

The subject property is situated in Sections 25 and 36, TlS, R7W, and Sections 30 and 31, TlS, R6W, SBBM, as shown on the Guasti 7.5' USGS topographic quadrangle (see Map 2). Elevations range from 860 to 960 feet above sea level. The topography is relatively level, consisting of a sandy alluvial plain which is derived from the San Gabriel Mountains to the north and locally known as the Cucamonga Flood Plain. The principal run-off 2 SB-01180
1550
in the flood plain is carried by Cucamonga, Deer, and Day Creeks, the last of which runs along the eastern boundary of the subject property. All three creeks have had flood control work done on them and now flow through channels with man-made levees on their banks.

Vegetation on the project site is currently composed of vineyard agriculture, but would have originally consisted of species belonging to the Valley Grassland and Coastal Sage Scrub Plant Connnunities. It would have been dominated by perennial bunch-grasses, sagebrush (Artemisia californica), sages (Salvia sp.), and buckwheat (Eriogonum fasciculatum)(Munz 1974).

Historic references by Juan Bautista de Anza and Pedro Font, his priest and diarist, in 1776, indicated that "both men were struck by the sight of the rolling grassland' which extended with increasing richness (from their campsite at Jurupa, now Riverside) westward to the site of Los Angeles" Clarke 1979:44,45).

There are no springs or other sources of natural water located on the project site. The closest water source to the study area is the Santa Ana River, which runs southwest approximately 6 miles south.

See Map 3 for the proposed project development plans and for location of non-project land within the study area.

Scope of Study:

This assessment 1s based on a detailed inventory of all prehistoric cultural resources and historic cultural resources believed to be fifty years of age or older.
3 SB-01180
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CULTURAL BACKGROUND
Archaeological evidence from prehistoric village sites such as those 1n Cucamonga, Rialto, Colton, and Yucaipa indicate that the San Bernardino Valley has witnessed at least two periods of prehistory. The oldest components of these sites contain artifacts usually attributed to the Milling Stone Horizon, a period which is thought to have begun at least 4,500 years ago (Wallace 1955:221) and possible as early as 8,500 years ago (Meighan 1978:236). Locally, it is reported to span the period from about 3,000 B.C. to A.D. 1,000 (Kowta 1969:90). Evidence for earlier cultural activity in the study area is lacking, possibly for geological reasons (older sites could be buried under the alluvium), although there 1s ample evidence 1n the coastal areas of southern California that an Early Hunting Stage was present at least 10,000 years ago (Meighan 1978:238).

The earlier prehistoric period known from the study area, the Milling Stone Horizon, is defined by artifacts such as manos and metates (milling stones) in large numbers, crude percussion flaked stone tools which are mostly choppers and scraper planes, and the enigmatic cog-stones and discoidals. There is a definite paucity of projectile points in the assemblages from the sites of this age, indicating that the people subsisted primarily on plant foods, probably mush made from ground plant seeds. Hunting appears to have played a secondary role in subsistance.

The more recent period in local prehistoric cultural development is termed variously the "Late Prehistoric Cultures" (Wallace 1955:223) or the "Regional Specialization Stage" (Meighan 1978:236). This period encompasses approximately the past 1,000 to 2,000 years, and represents the culture of 4 SB-01180
1552
populations ancestral to the historic Shoshonean groups which lived in the study area at the time of European contact. The Late Prehistoric Period is characterized by the introduction of brownware pottery and smaller projectile points used for arrow tips. Other artifacts found in sites of this late period include bone awls, stone drills and perforator~, steatite cooking stones and arrow-shaft straighteners, and various types o~ charm stones and crystals. Vegetal food processing tools such as manos anµ metates, and mortars and pestles also continue to be present in archaeological assemblages from this recent period of prehistory.

The study area was near the boundary between two ethnographic groups of southern California Shoshoneans, the Gabrielino and the Serrano. Both have been placed in the vicinity of the study area by ethnographers working in the region. The village of Cucamonga, located 4 miles northwest of the project site, has been identified as the westernmost settlement of the Serrano (Kroeber 1925:615). Other scholars have attributed it to the Gabrielino, noted its linguistic affinity with that language, and one study has concluded that the site was originally inhabited by the Serrano, with the Gabrielino being brought into the area due to mission activity (Weaver and Garcia 1977). The Santa Ana River as far east as Jurupa (Riverside) was part of Gabrielino territory without question. It would appear that the project site was a resource area which was utilized by both groups.

Despite the lack of water which would preclude a maJor habitation site being found on the project site, it could well have been used as a collecting area for plant seeds such as chia and buckwheat, and for hunting small game.

Known habitation sites are located along the Santa Ana River to the south, 5 SB-01180
1553
and along the base of the San Gabriel Mountains to the north. The area immediately surrounding the project site, however, does not contain any known archaeological sites, leading to the conclusion that it was not heavily used but rather functioned as a marginal resource area for the populations of the nearby prehistoric settlements.

Historic mention of the study area began as early as 1774, when Anza passed through the area on his way from Sonora to Mission San Gabriel, which had been established three years earlier. In 1810, the mission established a stock ranch in San Bernardino, followed by an Asistencia in 1819. The road from San Gabriel to San Bernardino passed very near to the project site, and may have crossed the northeastern corner of it (Black 1975:vi)
Following the breaking up of the mission in 1834, the area was parceled out in the form of land grants by the Mexican governor in the 1840's. The project site was surrounded by Cucamonga Rancho to the north and Rancho Santa Ana del Chino and Jurupa Rancho to the south. It does not appear to have been included within the official boundaries of any of these but was undoubtedly used as a grazing area for stock from all three. The ranchos were not fenced, and yearly roundups and branding sessions were necessary to separate the stock (Beattie and Beattie 1951).

Vineyard agriculture in the study area has a long history. The Brookside Winery near the northwest corner of the project site was established by Secondo Guasti, a native of Italy. The business was founded in 1832, and is one of the oldest in California (Archer 1974). Guasti was originally the train depot called Cucamonga, the Post Office name Guasti was established in 1910. 6 SB-01180
1554

METHODS OF DATA COLLECTION USED IN THIS STUDY
Prior to the field portion of this assessment, a records check of the California Archaeological Site Survey files maintained at the San Bernardino County Museum was conducted. No archaeological sites were found to be previously recorded on the project site, nor were any listed within a three mile radius of the project site. No sites listed in the National Register of Historic Places are in the vicinity of the project site. A review of archaeologic, ethnographic, and historic literature did not indicate the presence of any cultural resources on the project site.

On-site field reconnaisance of the project site was accomplished during the last week of August 1981. The project site was surveyed by Dr. Gerald A. Smith, Michael K. Lerch, and William Jenson following parallel transects spaced approximately 30 meters apart. Transects were aligned with rows in the vineyards, which enabled uniform spacing and even coverage of the project area. Ground visibility was excellent and field conditions were conducive to identify any cultural resources which might have been present.

RESULTS OF THE SURVEY
The results of a records check, literature search, and intensive field survey of the Ontario Industrial Park property were that no cultural resources were located within the project boundaries. No subsurface testing was attempted; however, in view of the negative results of the rest of the investigation, it is unlikely that any subsurface cultural deposits exist on the project. 7 SB-01180
1555

ASSESSMENT OF IMPACTS AND RECOMMENDATION FOR MITIGATION The results of this study do not indicate that any cultural resources are present on the project site, and thus no adverse impacts to any cultural resources due to the proposed project are anticipated. The surrounding area is also highly disturbed and not known to contain any cultural resources, so no secondary impacts are expected.

No reconnnendations for further archaeological investigation are made at this time. However, in the event that cultural resources are encountered during the course of construction activities, it is recommended that a qualified archaeologist be consulted.
8 SB-01180
1556

BIBLIOGRAPHY
Archer, Morse G.
1974 Cucamonga. In San Bernardino County Museum Connnemorative Edition.

Beattie,
1951
George William, and Helen Pruitt Beattie
Heritage of the Valley: San Bernardino's
Oakland, California: Biobooks.

Black, Esther Boulton
1975 Rancho Cucamonga and Dona Merced.

First Century.

Redlands, California: San Bernardino County Museum Association.

Clarke, Anthony Orr
1979 Quaternary Evolution of the San Bernardino Valley.

San Bernardino County Museum Association Quarterly 26(2&3).

Kowta, Makoto
1969 The Sayles Complex: A Late Milling Stone Assemblage from Cajon Pass and the Ecological Implications of its Scraper Planes.

University of California Publications in Anthropology 6.

Kroeber, Alfred Louis
1925 Handbook of the Indians of California. Bureau of American Ethnology Bulletin 78. (Reprinted 1976, New York: Dover).

Meighan, Clement W.
1978 California. In Chronologies in New World Archaeology. Pp. 223-240.

R. E. Taylor and C. W. Meighan, editors. New York: Academic Press.

Munz, Philip A.
1974 A Flora of Southern California.

Berkeley, California: University of California Press.

Wallace, William J.
1955 A Suggested Chronology for Southern California Coastal Archaeology.

Southwestern Journal of Anthropology 11(3):214-230.

Weaver, Richard A., and Anna M. Garcia
1977 An Evaluation of Various Aspects of the History and Ethnohistory of the Western San Bernardino Valley, California. Paper presented at the 1977 Annual Society for California Archaeology meetings, San Diego, California.

APPENDIX
Maps 1, 2, 3: Project Vicinity, Project Location, Project Site. 9 SB-01180
1557
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Map 1. Project Vicinity Map
Adapted from USGS 1:250,000
San Bernardino Quadrangle
San Bernardino County Museum Ass'n.

SB-01180
1558
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SB-01180
1559
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Map 3. Project Site Map
Adapted from Site Map by the
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San Bernardino County Museum Ass'n.

BAN IERNAROINO COUNT't LANDFILL
SB-01180
1560

DAMES & MOORE A PROFESSIONAL LIMITED PARTNERSHIP
- 60 DECLARATION DRIVE, SUITE B, CHICO, CALIFORNIA 95926, (916) 893-9675 Lester A. Ross, Center Coordinator
Archreological Information Center
San Bernardino County Museum
2024 Orange Tree lane
Redlands, California 92374
Dear Dr. Ross

RECEIVED
Ot.C O 5 i990

SAN BERNARDINO S
COUNTY MU~UM
This is in reply to your information request concerning the Amansmi.J>ropertil5 investigations. The proposed purchase of the property was not completed and all of the initial work was not completed. An intensive pedestrian survey was carried out and a very brief writeup of the work was prepared. A copy of this information is included. Also included is a xerox copy of the pertinent portion of the Guasti 7 .5' quad. The project area is hatched. One hundred percent of the project area was surveyed. No cultural resources were identified.

Sincerely
&~
Staff Archreologist

OFFICES WORLDWIDE
SB-02194
1561
Cultural Resoun:e Investigation
Archival Research and Record Search
For prehistoric cultural resources, the principal sources of data were the National Register of Historic Places and the Regional office of the California Arcrueological Inventory held at the San Bernardino County Museum. Historic maps examined included late 1800's General Land Office Plat maps of the area, the 1894 Cucamonga 15' United States Geologic Service quad map, the County of San Bernardino Survey Office Record of Survey for June 1920, and an area map from the 1940' s.

No structures or other cultural resources were indicated on these maps. The 1976 Scott study of irrigation water systems in the Santa Ana river basin indicated no irrigation ditches, canals, or other facilities on the property during the years 1810 through 1968.

Three cultural resource surveys (Elfend 1978, Leonard 1978, and Smith 1981) have been accomplished for properties near or adjacent to the project area. No cultural resources were identified by these projects.

Results of Research and Record Search
No sites listed in the National Register of Historic places are on or near the property. Results of the record check indicate that there are no recorded historic or prehistoric sites on or adjacent to the project area.

Field Reconnaissance
A complete pedestrian survey of the project area was accomplished in September 1988 by a team of three professional archreologists under the direction of Gene Davis of Dames & Moore. Parallel transects spaced 20 meters apart were used Surface visibility and field conditions were excellent.

The northern hall of the project area had recently been used as sheep pasturage, denuding some parts of the parcel of vegetation. Also in the central portion of the site there were eroded remnants of two approximately ten meter diameter by one meter deep excavations. No signs of cultural resources were found in or around these depressions.

Results of Field Reconnaissance
The results of the field survey of the property at 1-15 and Jurupa Street indicate that no surface cultural resources are located within the project boundaries. Subsurface testing was not conducted, but it is not likely that subsurface cultural resources exist on the property.

Recommendations
Results of the record search, archival research, and the field reconnaissance do not indicate the presence of any cultural resources. Thus, cultural resources are not expected to constrain development of the property. No recommendation for additional arc~logical investigation is made at this time. H cultural resources are encountered during project development a qualified arc~logist should be consulted.

SB-02194
1562
Elfend, Franklyn R.
1978 Draft Environmental Impact Report: Milliken Sanitary Landfill Prepared for the County of San Bernardino by Ultrasystems, Inc.

Leonard, N. Nelson, m
1978 Untitled Letter Report for the Fontana Interceptor Project Prepared for the Chino Basin · Municipal Water District
Scott, M. B.
1976 Development of Water Facilities in the Santa Ana River Basin California, 1810-1968: A compilation of Historical Notes Derived From Many Sources Describing Ditch and Canal Companies, Diversions, and Water Rights United States Department of Interior, Geological Survey.

Smith, Gerald A.
1981 Cultural Resource Assessment of the Ontario Industrial Park, San Bernardino County, California Prepared by the San Bernardino County Museum Association for The SWA Group and Ontario Industrial Partners.

SB-02194
1563
'il ,I
View ~/ 1 BM 814 -z'-~~~q ~
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~70 -
o, Ponds ... - 0
OKTARIO -·
I'
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35'
;7]
, , ,
1000 a
1 2
1000
(CORONA NORTH! 245/ IN£
SCALE 1:24000
0 2000 3000 JOOO
0 5000
CONTOUR INTERVAL 10 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929
---~-=-=-
--rrJ
6000 7000 FEET
slLOMETER
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US MILITARY
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SB-02194
1564
1565
1566
Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources Woodruff Logistics Center
SB-00613 1978 DRAFT ENVIRONMENTAL IMPACT
REPORT: MILLIKEN SANITARY LANDFILL
NADB-R - 1060613; ULTRASYSTEMS, INC. ULTRASYSTEMS, INC.

Voided - 78-3.2
SB-00644 1978 ARCHAEOLOGICAL EVALUATION OF THE

PROPOSED FONTANA INTERCEPTOR

SAN BERNARDINO

COUNTY MUSEUM

ASSOCIATION
LEONARD III, N.

NELSON
NADB-R - 1060644;
Voided - 78-5.4
SB-01180 1981 CULTURAL RESOURCES ASSESSMENT

OF THE ONTARIO INDUSTRIAL PARK, SAN

BERNARDINO COUNTY, CALIFORNIA

SAN BERNARDINO

COUNTY MUSEUM

ASSOCIATION
SMITH, GERALD A. and
MICHAEL K. LERCH
NADB-R - 1061180;
Voided - 81-9.1
SB-02194 1988 AMANSON PROPERTIES: CULTURAL

RESOURCE INVESTIGATION
NADB-R - 1062194; DAVIS, GENE P. DAMES & MOORE
Voided - 88-9.4
SB-02795 1991 CULTURAL RESOURCE INVESTIGATION:

CAJON PIPELINE PROJECT

GREENWOOD &

ASSOCIATES
HAMPSON, R. PAUL,
JAMES J. SCHMIDT,
AND JUNE A. SCHMIDT
36-002910, 36-004252, 36-004253,
36-004255, 36-004268, 36-004271,
36-004272, 36-004411, 36-004418,
36-005361, 36-005362, 36-005568,
36-006793, 36-007076, 36-007077,
36-007078, 36-007079, 36-007080,
36-007081, 36-007082, 36-007084,
36-007085, 36-007086, 36-007087,
36-007088, 36-007089, 36-007090,
36-007091, 36-007092, 36-007093,
36-007094, 36-007095, 36-007096
NADB-R - 1062795
SB-02796 1993 CULTURAL RESOURCES

INVESTIGATIONS, SITE INVENTORY AND

EVALUATIONS, THE CAJON PIPELINE

CORRIDOR, LOS ANGELES AND SAN

BERNARDINO COUNTIES

MCKENNA, JEANETTE MCKENNA ET AL
A.
36-002257, 36-002910, 36-004252,
36-004253, 36-004255, 36-004268,
36-004271, 36-004272, 36-004411,
36-004418, 36-005288, 36-005361,
36-005362, 36-005568, 36-006509,
36-006516, 36-006699, 36-006793,
36-006810, 36-006847, 36-007076,
36-007077, 36-007078, 36-007079,
36-007080, 36-007081, 36-007082,
36-007084, 36-007085, 36-007086,
36-007087, 36-007088, 36-007089,
36-007090, 36-007093, 36-007094,
36-007095, 36-007282, 36-007294,
36-007295, 36-007296
NADB-R - 1062796
SB-03573 2001 CULTURAL RESOURCE ASSESSMENT:

CINGULAR WIRELESS FACILITY LA S04-
01, SAN BERNARDINO COUNTY, CA. 5PP
NADB-R - 1063573 DUKE, CURT LSA
SB-03586 2000 ONTARIO TO COLTON PIPELINE, SAN
BERNARDINO COUNTY, CA. 26PP
NADB-R - 1063586 LOVE, BRUCE CRM TECH 36-006859

1567
Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources Woodruff Logistics Center
SB-04153 2002 PROPOSED WIRELESS DEVICE
MONOPOLE & EQUIPMENT CABINET;
LOWELL SITE, 1155 S. MILIKEN AVE,
ONTARIO, CA. 9PP
NADB-R - 1064153 BUDINGER, FRED E. TETRA TECH, INC
SB-04266 2004 CA7124A (DOUBLE DAY) 1455 DOUBLE
DAY AVE, ONTARIO, CA. 11PP

MCKENNA, JEANETTE MCKENNA ET AL
A.

NADB-R - 1064266
SB-04669 2004 RECORDS SEARCH RESULTS AND SITE

VISIT FOR SPRINT

TELECOMMUNICATIONS FACILITY
CANDIDATE SB60XC842D (PERMA
INDUSTRIES) 400 SOUTH ROCKEFELLER

AVENUE, ONTARIO, SAN BERNARDINO

COUNTY, CALIFORNIA
NADB-R - 1064669 BONNER, WAYNE H.

SB-04672 2005 Cultural Resource Records Search and Site Visit Results for Cingular
Telecommunications Facility Candidate
LSANCA 8113E (Nextel Doubleday), 1455 S.

Doubleday Avenue, Ontario, San Bernardino
County, California.

Bonner, Wayne H. and
Marnie Aislin-Kay
NADB-R - 1064672
SB-05420 2006 Identification and Evaluation of Historic Properties: Revisded Wineville Recycled
Water Pipeline in the Cities of Ontario and
Fontana, San Bernardino County, California.

Tang, Bai "Tom", Laurie CRM Tech
Taylor, and Daniel
Ballester
NADB-R - 1065420 36-007426, 36-016417
SB-05740 2007 Cultural Resource Records Search Results
and Site Visit for T -Mobile
Telecommunications Facility Candidate
IE24077B (Airport Drive), 4000 Airport Drive,
Ontario, San Bernardino County, California
Michael Brandman
Associates
Bonner, Wayne H and
Mamie Aislin-Kay
SB-06513 2000 A PHASE I CULTURAL RESOURCES

INVESTIGATION OF THE GST FIBER

OPTIC ALIGHMENT FROM ONTARIO, SAN

BERNARDINO COUNTY, TO DEL MAR,

SAN DIEGO COUNTY, CALIFORNIA
MCKENNA, JEANETTE McKENNA er al
A.

NADB-R - 1066513
SB-06516 1999 Cultural Resource Inventory Report for
Williams Communications, Inc., Proposed
Fiber Optic System Installation Project, Los
Angeles to Riverside, Los Angeles, Riverside
and San Bernardino Counties.

NADB-R - 1066516 Ashkar, Shahira

1568
Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources Woodruff Logistics Center
SB-07147 2012 Cultural Resource Records Search and Site Visit Results for T-Mobile West, LLC
Candidate IE 24611C (Milliken-Frances),
1805 South Milliken Avenue, Ontario, San
Bernardino County, California.

Michael Brandman
Associates
Bonner, Wayne H. and
Sarah A. Williams
NADB-R - 1067147
SB-07196 2012 Record Search Results for the Proposed
AT&T Wireless Telecommunications Site
LA8113 (Nextel Doubleday) located at 1455
South Doubleday Drive, Ontario, California
91761
Cellular, ,Archaeological,
Resource, Evaluations
Wlodarski, Robert J.

1569
The Woodruff Logistics Center Project
–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––

ATTACHMENT B
NAHC Sacred Lands File Search Results
1570
14010 Poway Road, Suite A, Poway, California 92064; Phone 858-484-0915 January 16, 2023
For: Native American Heritage Commission
915 Capitol Mall, Room 364
Sacramento, California 95814
From: Emily T. Soong
BFSA Environmental Services
14010 Poway Rd. Suite A
Poway, CA 92064
Re: Request for Sacred Lands File and Native American Contact List for the Woodruff Logistics Center Project, Ontario, San Bernardino County, California.

I would like to request a record search of the Sacred Lands File and a list of appropriate Native American contacts for the following project: Woodruff Logistics Center Project (Project No. 23- 017). The project is at 1350 and 1375 South Woodruff Way (APNs 0238-221-22 and 0238-201- 41), Ontario, San Bernardino County, California. Specifically, the project is in Section 30, Township 1 South, Range 6 West, projected, in the USGS Guasti, California topographic quadrangle. Please find the enclosed map on which the project is delineated.

Thank you for your time.

Sincerely,
Emily T. Soong
Associate Archaeologist, Graphics/GIS
Billing: 14010 Poway Road, Suite A, Poway, CA 92064
Phone: 858-484-0915
Email: [email protected]
Attachments: USGS 7.5 Guasti, California, topographic maps with project area delineated.

Sacred Lands File request form
1571
Sacred Lands File & Native American Contacts List Request

NATIVE AMERICAN HERITAGE COMMISSION
915 Capitol Mall, RM 364 ⁕ Sacramento, CA 95814 ⁕ (916) 653-4082 (916) 657-5390 – Fax ⁕ [email protected]
Information Below is Required for a Sacred Lands File Search Project: Woodruff Logistics Center Project (Project No. 23-017) County: San Bernardino
USGS Quadrangle Name(s): Guasti
Section 30, Township 1 South, Range 6 West, projected
Company/Firm/Agency: BFSA Environmental Services
Contact Person: Emily T. Soong
Street Address: 14010 Poway Road, Suite A
City: Poway Zip: 92064
Phone: 858-484-0915
Fax: 858-679-9896
Email: [email protected]
Project Description:

I would like to request a record search of the Sacred Lands File and a list of appropriate Native American contacts for the following project: Woodruff Logistics Center Project (Project No. 23-017). The project is at 1350 and 1375 South Woodruff Way (APNs 0238-221-22 and 0238-201-41), Ontario, San Bernardino County, California. Specifically, the project is in Section 30, Township 1 South, Range 6 West, projected, in the USGS Guasti, California topographic quadrangle. Please find the enclosed map on which the project is delineated.
1572
W
oodruffLogisticsCenterProject(23-017)
USGSGuastiQuadrangle
(7.5-minuteseries)
1:24,000
ETSBFSAES:1/16/23
Project
±
1573
STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

February 7, 2023
Emily Soong
BFSA Environmental Services
Via Email to: [email protected]
Re: Woodruff Logistics Center Project (Project No. 23-017), San Bernardino County Dear Ms. Soong:

A record search of the Native American Heritage Commission (NAHC) Sacred Lands File (SLF) was completed for the information you have submitted for the above referenced project. The results were negative. However, the absence of specific site information in the SLF does not indicate the absence of cultural resources in any project area. Other sources of cultural resources should also be contacted for information regarding known and recorded sites.

Attached is a list of Native American tribes who may also have knowledge of cultural resources in the project area. This list should provide a starting place in locating areas of potential adverse impact within the proposed project area. I suggest you contact all of those indicated; if they cannot supply information, they might recommend others with specific knowledge. By contacting all those listed, your organization will be better able to respond to claims of failure to consult with the appropriate tribe. If a response has not been received within two weeks of notification, the Commission requests that you follow-up with a telephone call or email to ensure that the project information has been received.

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Cameron Vela
Cultural Resources Analyst
Attachment

CHAIRPERSON
Laura Miranda
Luiseño

VICE CHAIRPERSON
Reginald Pagaling
Chumash

SECRETARY
Sara Dutschke
Miwok

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

COMMISSIONER
Wayne Nelson
Luiseño

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
[Vacant]

COMMISSIONER
[Vacant]

EXECUTIVE SECRETARY
Raymond C.

Hitchcock
Miwok/Nisenan

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov
1574
Agua Caliente Band of Cahuilla
Indians
Reid Milanovich, Chairperson
5401 Dinah Shore Drive
Palm Springs, CA, 92264
Phone: (760) 699 - 6800
Fax: (760) 699-6919
[email protected]
Cahuilla
Agua Caliente Band of Cahuilla
Indians
Patricia Garcia-Plotkin, Director
5401 Dinah Shore Drive
Palm Springs, CA, 92264
Phone: (760) 699 - 6907
Fax: (760) 699-6924
[email protected]
Cahuilla
Gabrieleno Band of Mission
Indians - Kizh Nation
Andrew Salas, Chairperson
P.O. Box 393
Covina, CA, 91723
Phone: (626) 926 - 4131
[email protected]
Gabrieleno
Gabrieleno/Tongva San Gabriel
Band of Mission Indians
Anthony Morales, Chairperson
P.O. Box 693
San Gabriel, CA, 91778
Phone: (626) 483 - 3564
Fax: (626) 286-1262
[email protected]
Gabrieleno
Gabrielino /Tongva Nation
Sandonne Goad, Chairperson
106 1/2 Judge John Aiso St.,
#231
Los Angeles, CA, 90012
Phone: (951) 807 - 0479
[email protected]
Gabrielino
Gabrielino Tongva Indians of
California Tribal Council
Christina Conley, Tribal
Consultant and Administrator
P.O. Box 941078
Simi Valley, CA, 93094
Phone: (626) 407 - 8761
[email protected]
u
Gabrielino
Gabrielino Tongva Indians of
California Tribal Council
Robert Dorame, Chairperson
P.O. Box 490
Bellflower, CA, 90707
Phone: (562) 761 - 6417
Fax: (562) 761-6417
[email protected]
Gabrielino
Gabrielino-Tongva Tribe
Charles Alvarez,
23454 Vanowen Street
West Hills, CA, 91307
Phone: (310) 403 - 6048
[email protected]
Gabrielino
Juaneno Band of Mission
Indians Acjachemen Nation -
Belardes
Matias Belardes, Chairperson
32161 Avenida Los Amigos
San Juan Capisttrano, CA, 92675
Phone: (949) 293 - 8522
[email protected]
Juaneno
Juaneno Band of Mission
Indians Acjachemen Nation -
Belardes
Joyce Perry, Tribal Manager
4955 Paseo Segovia
Irvine, CA, 92603
Phone: (949) 293 - 8522
[email protected]
Juaneno
Juaneno Band of Mission
Indians Acjachemen Nation 84A
Heidi Lucero, Chairperson
31411-A La Matanza Street
San Juan Capistrano, CA, 92675
Phone: (562) 879 - 2884
[email protected]
Juaneno
1 of 2
This list is current only as of the date of this document. Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code, Section 5097.94 of the Public Resource Section 5097.98 of the Public Resources Code.

This list is only applicable for contacting local Native Americans with regard to cultural resources assessment for the proposed Woodruff Logistics Center Project (Project No. 23-017), San Bernardino County.

PROJ-2023-
000548
02/07/2023 02:11 PM
Native American Heritage Commission
Native American Contact List
San Bernardino County
2/7/2023
1575
Morongo Band of Mission
Indians
Ann Brierty, THPO
12700 Pumarra Road
Banning, CA, 92220
Phone: (951) 755 - 5259
Fax: (951) 572-6004
[email protected]
Cahuilla
Serrano
Morongo Band of Mission
Indians
Robert Martin, Chairperson
12700 Pumarra Road
Banning, CA, 92220
Phone: (951) 755 - 5110
Fax: (951) 755-5177
[email protected]
Cahuilla
Serrano
Quechan Tribe of the Fort Yuma
Reservation
Jill McCormick, Historic
Preservation Officer
P.O. Box 1899
Yuma, AZ, 85366
Phone: (760) 572 - 2423
historicpreservation@quechantrib
e.com
Quechan
Quechan Tribe of the Fort Yuma
Reservation
Manfred Scott, Acting Chairman
Kw'ts'an Cultural Committee
P.O. Box 1899
Yuma, AZ, 85366
Phone: (928) 750 - 2516
[email protected]
Quechan
San Manuel Band of Mission
Indians
Jessica Mauck, Director of
Cultural Resources
26569 Community Center Drive
Highland, CA, 92346
Phone: (909) 864 - 8933
Jessica.Mauck@sanmanuelnsn.gov
Serrano
Santa Rosa Band of Cahuilla
Indians
Lovina Redner, Tribal Chair
P.O. Box 391820
Anza, CA, 92539
Phone: (951) 659 - 2700
Fax: (951) 659-2228
[email protected]
Cahuilla
Serrano Nation of Mission
Indians
Mark Cochrane, Co-Chairperson
P. O. Box 343
Patton, CA, 92369
Phone: (909) 528 - 9032
[email protected]
Serrano
Serrano Nation of Mission
Indians
Wayne Walker, Co-Chairperson
P. O. Box 343
Patton, CA, 92369
Phone: (253) 370 - 0167
[email protected]
Serrano
Soboba Band of Luiseno
Indians
Joseph Ontiveros, Cultural
Resource Department
P.O. BOX 487
San Jacinto, CA, 92581
Phone: (951) 663 - 5279
Fax: (951) 654-4198
[email protected]
Cahuilla
Luiseno
Soboba Band of Luiseno
Indians
Isaiah Vivanco, Chairperson
P. O. Box 487
San Jacinto, CA, 92581
Phone: (951) 654 - 5544
Fax: (951) 654-4198
[email protected]
Cahuilla
Luiseno
2 of 2
This list is current only as of the date of this document. Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code, Section 5097.94 of the Public Resource Section 5097.98 of the Public Resources Code.

This list is only applicable for contacting local Native Americans with regard to cultural resources assessment for the proposed Woodruff Logistics Center Project (Project No. 23-017), San Bernardino County.

PROJ-2023-
000548
02/07/2023 02:11 PM
Native American Heritage Commission
Native American Contact List
San Bernardino County
2/7/2023
1576

GEOTECHNICAL INVESTIGATION

PROPOSED INDUSTRIAL DEVELOPMENT
1350 and 1375 South Woodruff Way
Ontario, California
for
Link Logistics Real Estate
1577
22885 Savi Ranch Parkway  Suite E  Yorba Linda  California  92887 voice: (714) 685-1115  fax: (714) 685-1118  www.socalgeo.com November 1, 2021
Link Logistics Real Estate
333 Michelson Drive
Suite 725
Irvine, CA 92162
Attention: Ms. Rachel Hickenbottom
Vice President – Development
Project No.: 21G228-1
Subject: Geotechnical Investigation
Proposed Industrial Development
1350 and 1375 South Woodruff Way
Ontario, California
Dear Ms. Hickenbottom:

In accordance with your request, we have conducted a geotechnical investigation at the subject site. We are pleased to present this report summarizing the conclusions and recommendations developed from our investigation.

We sincerely appreciate the opportunity to be of service on this project. We look forward to providing additional consulting services during the course of the project. If we may be of further assistance in any manner, please contact our office.

Respectfully Submitted,
SOUTHERN CALIFORNIA GEOTECHNICAL, INC.

Pablo Montes Jr.

Staff Engineer
Gregory K. Mitchell, GE 2364
Principal Engineer
Distribution: (1) Addressee
1578
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY 1

2.0 SCOPE OF SERVICES 3

3.0 SITE AND PROJECT DESCRIPTION 4

3.1 Site Conditions 4

3.2 Proposed Development 4

4.0 SUBSURFACE EXPLORATION 6

4.1 Scope of Exploration/Sampling Methods 6

4.2 Geotechnical Conditions 6

5.0 LABORATORY TESTING 8

6.0 CONCLUSIONS AND RECOMMENDATIONS 10

6.1 Seismic Design Considerations 10

6.2 Geotechnical Design Considerations 12

6.3 Site Grading Recommendations 14

6.4 Construction Considerations 18

6.5 Foundation Design and Construction 18

6.6 Floor Slab Design and Construction 20

6.7 Retaining Wall Design and Construction 21

6.8 Pavement Design Parameters 23

7.0 GENERAL COMMENTS 26

APPENDICES
A Plate 1: Site Location Map
Plates 2A and 2B: Boring Location Plans
B Boring Logs
C Laboratory Test Results
D Grading Guide Specifications
E Seismic Design Parameters
1579
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

1.0 EXECUTIVE SUMMARY
Presented below is a brief summary of the conclusions and recommendations of this investigation.

Since this summary is not all inclusive, it should be read in complete context with the entire report.

Geotechnical Design Considerations
• Artificial fill soils were encountered at all of the boring locations, extending from the ground surface to depths of 2½ to 4½± feet. The existing fill soils are considered to represent undocumented fill. These soils, in their present condition, are not considered suitable for support of the foundation loads of the new structure.
• The artificial fill soils are underlain by native alluvial soils. Results of laboratory testing indicate that the native alluvium possesses favorable consolidation/collapse characteristics. However, it is anticipated that demolition of the existing structures and associated improvements will cause disturbance of the upper 3 to 5± feet of soil. In addition, the upper 5± of the alluvium possesses loose to medium dense relative densities.
• Remedial grading will be necessary to remove all of the undocumented fill soils in their entirety, the upper portion of the near-surface native alluvial soils, and any soils disturbed during the demolition process, and replace these materials as compacted structural fill soils.

Site Preparation Recommendations
• Demolition of the existing improvements will be necessary to facilitate the construction of the proposed development. Debris resultant from demolition should be disposed of off-site in accordance with local regulations. Alternatively, concrete and asphalt debris may be pulverized to a maximum 2-inch particle size, well mixed with the on-site soils, and incorporated into new structural fills or it may be processed into crushed miscellaneous base. • Initial site stripping should also include removal of any surficial vegetation from the unpaved areas of the site. This should include any weeds, grasses, shrubs, and trees. Root systems associated with the trees should be removed in their entirety, and the resultant excavations should be backfilled with compacted structural fill soils. These materials should be disposed of off-site.
• Remedial grading is recommended to be performed within the proposed building areas in order to remove all of the undocumented fill soils in their entirety, the upper portion of the near-surface native alluvial soils, and any soils disturbed during the demolition process. The soils within the proposed building areas should be overexcavated to a depth of 5 feet below existing grade and to a depth of at least 3 feet below proposed building pad subgrade elevations. The depth of overexcavation should also be sufficient to remove any existing fill soils.
• The proposed foundation influence zones should be overexcavated to a depth of at least 3 feet below proposed foundation bearing grade, and to an extent equal to the depth of fill placed below the foundation bearing grade, whichever is greater. • Following completion of the overexcavation, the exposed soils should be scarified to a depth of at least 12 inches and moisture treated to 0 to 4 percent above optimum moisture content.

The subgrade soils should then be recompacted to at least 90 percent of the ASTM D-1557 1580
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

maximum dry density. The previously excavated soils may then be replaced as compacted structural fill.
• The new pavement and flatwork subgrade soils are recommended to be scarified to a depth of 12± inches, thoroughly moisture conditioned and recompacted to at least 90 percent of the ASTM D-1557 maximum dry density.

Foundation Design Recommendations
• Conventional shallow foundations, supported in newly placed compacted fill. • 2,500 lbs/ft2 maximum allowable soil bearing pressure. • Reinforcement consisting of at least two (2) No. 5 rebars (1 top and 1 bottom) in strip footings.

Additional reinforcement may be necessary for structural considerations.

Building Floor Slab Design Recommendations
• Conventional Slab-on-Grade: minimum 6 inches thick.
• Modulus of Subgrade Reaction: k = 150 psi/in.
• Reinforcement is not expected to be necessary for geotechnical considerations. The actual thickness and reinforcement of the floor slab should be determined by the structural engineer.

Pavement Design Recommendations
ASPHALT PAVEMENTS (R = 40)
Materials
Thickness (inches)
Parking
Stalls
(TI = 4.0)
Auto Drive
Lanes
(TI = 5.0)
Truck Traffic
(TI = 6.0) (TI = 7.0) (TI = 8.0)
Asphalt Concrete 3 3 3½ 4 5
Aggregate Base 3 4 6 7 8
Compacted Subgrade
(90% minimum compaction) 12 12 12 12 12
PORTLAND CEMENT CONCRETE PAVEMENTS (R = 40)
Materials
Thickness (inches)
Automobile
Parking and
Drive Areas
(TI = 5.0)
Truck Traffic
(TI =6.0) (TI =7.0) (TI =8.0)
PCC 5 5 5½ 6½
Compacted Subgrade
(95% minimum compaction) 12 12 12 12
1581
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

2.0 SCOPE OF SERVICES
The scope of services performed for this project was in accordance with our Proposal No. 21P427, dated September 21, 2021. The scope of services included a visual site reconnaissance, subsurface exploration, field and laboratory testing, and geotechnical engineering analysis to provide criteria for preparing the design of the building foundations, building floor slabs, and parking lot pavements along with site preparation recommendations and construction considerations for the proposed development. The evaluation of the environmental aspects of this site was beyond the scope of services for this geotechnical investigation. 1582
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

3.0 SITE AND PROJECT DESCRIPTION

3.1 Site Conditions
The subject site is located at the address of 1350 and 1375 South Woodruff Way in Ontario, California. The site is bounded to the north by existing commercial buildings, to the west by South Rockefeller Avenue, to the south by East Jurupa Street, and to the east by Highway I-15. Woodruff Way transverses the site in a roughly north to south direction. The general location of the site is illustrated on the Site Location Map, enclosed as Plate 1 in Appendix A of this report.

The site consists of two irregularly-shaped parcels which total 16.06± acres in size. As previously noted, Woodruff Way extends north to south, dividing the site into two (2) parcels, east and west.

The site is presently developed as the Citrus Motors automobile dealership. The eastern parcel is developed with one building, 158,000± ft2in size, that includes a Ford dealership, service facility and body shop. The western parcel is developed with a 14,000± ft2 building that is a Kia dealership. Both buildings are surrounded by asphaltic concrete pavements, with some areas of concrete flatwork and landscape planters.

Detailed topographic information was not available at the time of this report. Based on elevations obtained from Google Earth and visual observations made at the time of the subsurface investigation, the western parcel slopes downward to the southeast at a gradient of 1± percent.

The western parcel possesses 2 to 4± feet maximum topographic relief. The eastern parcel slopes downward to the southwest at a gradient of less than 1± percent. The eastern parcel possesses 5± feet maximum topographic relief.

3.2 Proposed Development
Two potential site plans depicting the scope of the proposed development were provided by the client. Site Plan 1 depicts a development comprised of a single building, 352,240 ft2in size, located in the north-central region of the overall site. This structure would include dock high doors on most of the south side of the building. Site Plan 2 depicts two (2) buildings, one on each side of Woodruff Way. Building 1 will be located on the eastern parcel and will be 236,400± ft2in size. This building will include dock doors on the eastern side of the structure. Building 2 will be located on the western parcel and will be 135,870+ ft2in size, with dock doors on the eastern side of the structure. We expect that the buildings will be surrounded by asphaltic concrete pavements in the parking and drive areas, Portland cement concrete pavements in the truck court areas, with isolated areas of concrete flatwork and landscape planters. The proposed development will require the abandonment of the portion of Woodruff Way which extends across the project site.

Detailed structural information was not available at the time of this proposal. It is assumed that the new buildings will be single-story structures of tilt-up concrete construction, typically 1583
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

supported on conventional shallow foundations with a concrete slab-on-grade floor. Based on the assumed construction, maximum column and wall loads are expected to be on the order of 100 kips and 4 to 7 kips per linear foot, respectively.

No significant amounts of below-grade construction, such as basements or crawl spaces, are expected to be included in the proposed development. Based on the assumed topography, cuts and fills of 2 to 4± feet are expected to be necessary to achieve the proposed site grades. 1584
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

4.0 SUBSURFACE EXPLORATION

4.1 Scope of Exploration/Sampling Methods
The subsurface exploration conducted for this project consisted of seven (7) borings (identified as Boring Nos. B-1 through B-7) advanced to depths of 20 to 25± feet below the existing site 5grades. All of the borings were logged during drilling by a member of our staff.

The borings were advanced with hollow-stem augers by a conventional truck-mounted drilling rig. Representative bulk and relatively undisturbed soil samples were taken during drilling.

Relatively undisturbed soil samples were taken with a split barrel “Modified California Sampler” containing a series of one inch long, 2.416± inch diameter brass rings. This sampling method is described in ASTM Test Method D-3550. In-situ samples were also taken using a 1.4± inch inside diameter split spoon sampler, in general accordance with ASTM D-1586. At all of the boring locations these samplers are driven into the ground with successive blows of a 140-pound weight falling 30 inches. The blow counts obtained during driving are recorded for further analysis. Bulk samples were collected in plastic bags to retain their original moisture content. The relatively undisturbed ring samples were placed in molded plastic sleeves that were then sealed and transported to our laboratory.

The approximate locations of the borings are indicated on the Boring Location Plans, included as Plates 2A and 2B in Appendix A of this report. The Boring Logs, which illustrate the conditions encountered at the boring locations, as well as the results of some of the laboratory testing, are included in Appendix B.

4.2 Geotechnical Conditions
Pavements
Asphaltic concrete (AC) pavements were encountered at the ground surface at all of the boring locations. At these locations, the pavement sections consist of 2 to 4± inches of asphaltic concrete, underlain by 4 to 6± inches of aggregate base.

Artificial Fill
Artificial fill soils were encountered beneath the existing pavements at all of the boring locations, extending to depths of 2½ to 4½± feet below the existing site grades. The fill soils generally consist of loose to medium dense silty fine sands, fine sandy silts and fine to medium sands with varying coarse sand and fine to coarse gravel content. The fill soils possess a disturbed appearance, resulting in their classification as artificial fill. 1585
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

Alluvium
Native alluvium was encountered beneath the artificial fill at all of the boring locations, extending to at least the maximum explored depth of 25± feet below existing site grades. The alluvium consists of loose to medium dense silty fine sands, fine sands, fine to medium sands, and fine sandy silts, with varying fine to coarse gravel content.

Groundwater
Free water was not encountered during the drilling of any of the borings. Based on the lack of any water within the borings, and the moisture contents of the recovered soil samples, the static groundwater table is considered to have existed at a depth in excess of 25± feet at the time of the subsurface exploration.

As part of our research, we reviewed readily available groundwater data in order to determine regional groundwater depths. Recent water level data was obtained from the California Department of Water Resources website, http://www.water.ca.gov/waterdatalibrary/. The nearest monitoring well on record is located approximately ½± mile southwest of the site. Water level readings within this monitoring well indicate a groundwater level of 277± feet below the ground surface in March 2021.
1586
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

5.0 LABORATORY TESTING
The soil samples recovered from the subsurface exploration were returned to our laboratory for further testing to determine selected physical and engineering properties of the soils. The tests are briefly discussed below. It should be noted that the test results are specific to the actual samples tested, and variations could be expected at other locations and depths.

Classification
All recovered soil samples were classified using the Unified Soil Classification System (USCS), in accordance with ASTM D-2488. The field identifications were then supplemented with additional visual classifications and/or by laboratory testing. The USCS classifications are shown on the Boring Logs and are periodically referenced throughout this report.

Density and Moisture Content
The density has been determined for selected relatively undisturbed ring samples. These densities were determined in general accordance with the method presented in ASTM D-2937. The results are recorded as dry unit weight in pounds per cubic foot. The moisture contents are determined in accordance with ASTM D-2216, and are expressed as a percentage of the dry weight. These test results are presented on the Boring Logs.

Consolidation
Selected soil samples were tested to determine their consolidation potential, in accordance with ASTM D-2435. The testing apparatus is designed to accept either natural or remolded samples in a one-inch high ring, approximately 2.416 inches in diameter. Each sample is then loaded incrementally in a geometric progression and the resulting deflection is recorded at selected time intervals. Porous stones are in contact with the top and bottom of the sample to permit the addition or release of pore water. The samples are typically inundated with water at an intermediate load to determine their potential for collapse or heave. The results of the consolidation testing are plotted on Plates C-1 through C-12 in Appendix C of this report.

Maximum Dry Density and Optimum Moisture Content
A representative bulk sample has been tested for its maximum dry density and optimum moisture content. The results have been obtained using the Modified Proctor procedure, per ASTM D-1557 and are presented on Plate C-13 in Appendix C of this report. This test is generally used to compare the in-situ densities of undisturbed field samples, and for later compaction testing.

Additional testing of other soil types or soil mixes may be necessary at a later date.

Soluble Sulfates
A representative sample of the near-surface soil was submitted to a subcontracted analytical laboratory for determination of soluble sulfate content. Soluble sulfates are naturally present in soils, and if the concentration is high enough, can result in degradation of concrete which comes 1587
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

into contact with these soils. The results of the soluble sulfate testing are presented below, and are discussed further in a subsequent section of this report.

Sample Identification Soluble Sulfates (%) Sulfate Classification B-1 @ 0 to 5 feet <0.001 Not Applicable (S0)
Corrosivity Testing
One representative bulk sample of the near-surface soils was submitted to a subcontracted corrosion engineering laboratory to identify potentially corrosive characteristics with respect to common construction materials. The corrosivity testing included a determination of the electrical resistivity, pH, and chloride and nitrate concentrations of the soils, as well as other tests. The results of some of these tests are presented below.

Sample Identification Saturated Resistivity
(ohm-cm) pH Chlorides(mg/kg)
Nitrates
(mg/kg)
B-1 @ 0 to 5 feet 26,800 8.3 2.8 3.0
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6.0 CONCLUSIONS AND RECOMMENDATIONS
Based on the results of our review, field exploration, laboratory testing and geotechnical analysis, the proposed development is considered feasible from a geotechnical standpoint. The recommendations contained in this report should be taken into the design, construction, and grading considerations.

The recommendations are contingent upon all grading and foundation construction activities being monitored by the geotechnical engineer of record. The recommendations are provided with the assumption that an adequate program of client consultation, construction monitoring, and testing will be performed during the final design and construction phases to verify compliance with these recommendations. Maintaining Southern California Geotechnical, Inc., (SCG) as the geotechnical consultant from the beginning to the end of the project will provide continuity of services. The geotechnical engineering firm providing testing and observation services shall assume the responsibility of Geotechnical Engineer of Record.

The Grading Guide Specifications, included as Appendix D, should be considered part of this report, and should be incorporated into the project specifications. The contractor and/or owner of the development should bring to the attention of the geotechnical engineer any conditions that differ from those stated in this report, or which may be detrimental for the development.

6.1 Seismic Design Considerations
The subject site is located in an area which is subject to strong ground motions due to earthquakes. The performance of a site-specific seismic hazards analysis was beyond the scope of this investigation. However, numerous faults capable of producing significant ground motions are located near the subject site. Due to economic considerations, it is not generally considered reasonable to design a structure that is not susceptible to earthquake damage. Therefore, significant damage to structures may be unavoidable during large earthquakes. The proposed structure should, however, be designed to resist structural collapse and thereby provide reasonable protection from serious injury, catastrophic property damage and loss of life.

Faulting and Seismicity
Research of available maps indicates that the subject site is not located within an Alquist-Priolo Earthquake Fault Zone. Furthermore, SCG did not identify any evidence of faulting during the geotechnical investigations. Therefore, the possibility of significant fault rupture on the site is considered to be low.

The potential for other geologic hazards such as seismically induced settlement, lateral spreading, tsunamis, inundation, seiches, flooding, and subsidence affecting the site is considered low. 1589
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Seismic Design Parameters
The 2019 California Building Code (CBC) provides procedures for earthquake resistant structural design that include considerations for on-site soil conditions, occupancy, and the configuration of the structure including the structural system and height. The seismic design parameters presented below are based on the soil profile and the proximity of known faults with respect to the subject site.

Based on standards in place at the time of this report, the proposed development is expected to be designed in accordance with the requirements of the 2019 edition of the California Building Code (CBC), which was adopted on January 1, 2020.

The 2019 CBC Seismic Design Parameters have been generated using the SEAOC/OSHPD Seismic Design Maps Tool, a web-based software application available at the website www.seismicmaps.org. This software application calculates seismic design parameters in accordance with several building code reference documents, including ASCE 7-16, upon which the 2019 CBC is based. The application utilizes a database of risk-targeted maximum considered earthquake (MCER) site accelerations at 0.01-degree intervals for each of the code documents.

The table below was created using data obtained from the application. The output generated from this program is included as Plate E-1 in Appendix E of this report.

The 2019 CBC requires that a site-specific ground motion study be performed in accordance with Section 11.4.8 of ASCE 7-16 for Site Class D sites with a mapped S1 value greater than 0.2.

However, Section 11.4.8 of ASCE 7-16 also indicates an exception to the requirement for a sitespecific ground motion hazard analysis for certain structures on Site Class D sites. The commentary for Section 11 of ASCE 7-16 (Page 534 of Section C11 of ASCE 7-16) indicates that “In general, this exception effectively limits the requirements for site-specific hazard analysis to very tall and or flexible structures at Site Class D sites.” Based on our understanding of the proposed development, the seismic design parameters presented below were calculated assuming that the exception in Section 11.4.8 applies to the proposed structure at this site. However, the structural engineer should verify that this exception is applicable to the proposed structure. Based on the exception, the spectral response accelerations presented below were calculated using the site coefficients (Fa and Fv) from Tables 1613.2.3(1) and 1613.2.3(2) presented in Section 16.4.4 of the 2019 CBC. 2019 CBC SEISMIC DESIGN PARAMETERS
Parameter Value
Mapped Spectral Acceleration at 0.2 sec Period SS 1.643 Mapped Spectral Acceleration at 1.0 sec Period S1 0.602 Site Class --- D
Site Modified Spectral Acceleration at 0.2 sec Period SMS 1.643 Site Modified Spectral Acceleration at 1.0 sec Period SM1 1.023 Design Spectral Acceleration at 0.2 sec Period SDS 1.096 Design Spectral Acceleration at 1.0 sec Period SD1 0.682 1590
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It should be noted that the site coefficient Fv and the parameters SM1 and SD1 were not included in the SEAOC/OSHPD Seismic Design Maps Tool output for the 2019 CBC. We calculated these parameters-based on Table 1613.2.3(2) in Section 16.4.4 of the 2019 CBC using the value of S1 obtained from the Seismic Design Maps Tool, assuming that a site-specific ground motion hazards analysis is not required for the proposed building at this site.

Liquefaction
Liquefaction is the loss of strength in generally cohesionless, saturated soils when the pore-water pressure induced in the soil by a seismic event becomes equal to or exceeds the overburden pressure. The primary factors which influence the potential for liquefaction include groundwater table elevation, soil type and grain size characteristics, relative density of the soil, initial confining pressure, and intensity and duration of ground shaking. The depth within which the occurrence of liquefaction may impact surface improvements is generally identified as the upper 50 feet below the existing ground surface. Liquefaction potential is greater in saturated, loose, poorly graded fine sands with a mean (d50) grain size in the range of 0.075 to 0.2 mm (Seed and Idriss, 1971). Clayey (cohesive) soils or soils which possess clay particles (d<0.005mm) in excess of 20 percent (Seed and Idriss, 1982) are generally not considered to be susceptible to liquefaction, nor are those soils which are above the historic static groundwater table.

The California Geological Survey (CGS) has not yet conducted detailed seismic hazards mapping in the area of the subject site. The general liquefaction susceptibility of the site was determined by research of the San Bernardino County Land Use Plan, General Plan, Geologic Hazard Overlays.

Map FH28 for the Guasti Quadrangle indicates that the subject site is not located within an area of liquefaction susceptibility. Based on the mapping performed by the county of San Bernardino and the lack of a historic high ground water table within the upper 50± feet of the ground surface, liquefaction is not considered to be a design concern for this project.

6.2 Geotechnical Design Considerations
General
The proposed building areas are underlain by artificial fill materials, extending to depths of 2½ to 4½± feet below the existing site grades. Based on their strength characteristics and a lack of documentation regarding the placement and compaction of the existing fill materials, these soils are considered to consist of undocumented fill, and are not suitable for the support of the foundation loads of the proposed buildings. In. The artificial fill and possible fill soils are underlain by native alluvium which possesses relatively favorable strengths and consolidation/collapse characteristics. It is anticipated that demolition of the existing structures and associated improvements will cause disturbance of the upper 4 to 5± feet of soil. Therefore, remedial grading is considered warranted within the proposed building area in order to remove all of the undocumented fill soils in their entirety and any soils disturbed during the demolition process, and replace these materials as compacted structural fill soils. 1591
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Settlement
The recommended remedial grading will remove the existing undocumented fill soils and a portion of the near-surface native alluvial soils and replace these materials as compacted structural fill.

The native soils that will remain in place below the recommended depth of overexcavation will not be subject to significant stress increases from the foundations of the new structures.

Therefore, following completion of the recommended grading, post-construction settlements are expected to be within tolerable limits.

Expansion
The near-surface soils consist of well graded sands and silty sands with no appreciable clay content. These materials have been visually classified as non-expansive. Therefore, no design considerations related to expansive soils are considered warranted for this site.

Soluble Sulfates
The results of the soluble sulfate testing indicate that the selected sample of the on-site soils possesses a sulfate concentration that corresponds to Class S0 with respect to the American Concrete Institute (ACI) Publication 318-14 Building Code Requirements for Structural Concrete and Commentary, Section 4.3. Therefore, specialized concrete mix designs are not considered to be necessary, with regard to sulfate protection purposes. It is, however, recommended that additional soluble sulfate testing be conducted at the completion of rough grading to verify the soluble sulfate concentrations of the soils which are present at foundation bearing grade.

Corrosion Potential
The results of laboratory testing indicate that the tested sample of the on-site soils possesses a saturated resistivity of 26,800 ohm-cm, and a pH value of 8.3. These test results have been evaluated in accordance with guidelines published by the Ductile Iron Pipe Research Association (DIPRA). The DIPRA guidelines consist of a point system by which characteristics of the soils are used to quantify the corrosivity characteristics of the site. Resistivity and pH are two of the five factors that enter into the evaluation procedure. Redox potential, relative soil moisture content and sulfides are also included. Although sulfide testing was not part of the scope of services for this project, we have evaluated the corrosivity characteristics of the on-site soils using resistivity, pH and moisture content. Based on these factors, and utilizing the DIPRA procedure, the on-site soils are not considered to be corrosive to ductile iron pipe.

A relatively low concentration (2.8 mg/kg) of chlorides was detected in the sample submitted for corrosivity testing. In general, soils possessing chloride concentrations in excess of 500 parts per million (ppm) are considered to be corrosive with respect to steel reinforcement within reinforced concrete. Based on the lack of any significant chlorides in the tested sample, the site is considered to have a C1 chloride exposure in accordance with the American Concrete Institute (ACI) Publication 318 Building Code Requirements for Structural Concrete and Commentary. Therefore, a specialized concrete mix design for reinforced concrete for protection against chloride exposure is not considered warranted.
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Nitrates present in soil can be corrosive to copper tubing at concentrations greater than 50 mg/kg.

The tested sample possesses a nitrate concentration of 3.0 mg/kg. Based on this test result, the on-site soils are not considered to be corrosive to copper pipe.

It should be noted that SCG does not practice in the field of corrosion engineering. Therefore, the client may wish to contact a corrosion engineer to provide a more thorough evaluation.

Shrinkage/Subsidence
Removal and recompaction of the existing fill soils and near-surface alluvium is estimated to result in an average shrinkage of 8 to 16 percent. However, potential shrinkage for individual samples ranged between 0 and 18 percent. The potential shrinkage estimate is based on dry density testing performed on small-diameter samples taken at the boring locations. If a more accurate and precise shrinkage estimate is desired, SCG can perform a shrinkage study involving several excavated test-pits where in-place densities are determined using in-situ testing methods instead of laboratory density testing on small-diameter samples. Please contact SCG for details and a cost estimate regarding a shrinkage study, if desired.

Minor ground subsidence is expected to occur in the soils below the zone of removal, due to settlement and machinery working. The subsidence is estimated to be 0.1 feet.

These estimates are based on previous experience and the subsurface conditions encountered at the boring locations. The actual amount of subsidence is expected to be variable and will be dependent on the type of machinery used, repetitions of use, and dynamic effects, all of which are difficult to assess precisely.

Grading and Foundation Plan Review
Grading and foundation plans were not available at the time of this report. It is therefore recommended that we be provided with copies of the preliminary grading and foundation plans, when they become available, for review with regard to the conclusions, recommendations, and assumptions contained within this report.

6.3 Site Grading Recommendations
The grading recommendations presented below are based on the subsurface conditions encountered at the boring locations, and our understanding of the proposed development. We recommend that all grading activities be completed in accordance with the Grading Guide Specifications included as Appendix D of this report, unless superseded by site-specific recommendations presented below.

Site Stripping and Demolition
Demolition of the existing structures, pavements and any associated improvements will be necessary to facilitate the construction of the proposed development. Demolition of the existing structures should include all foundations, floor slabs, and any associated utilities. Any septic systems encountered during demolition and/or grading (if present) should be removed in their 1593
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entirety. Any associated leach fields or other existing underground improvements should also be removed in their entirety. Debris resultant from demolition should be disposed of off-site in accordance with local regulations. Alternatively, concrete and asphalt debris may be pulverized to a maximum 2-inch particle size, well mixed with the on-site soils, and incorporated into new structural fills or it may be processed into crushed miscellaneous base (CMB), if desired.

Furthermore, the contractor should take necessary precautions to protect the adjacent improvements during demolition.

Initial site stripping should also include removal of any surficial vegetation from the unpaved areas of the site. This should include any weeds, grasses, shrubs, and trees. Root systems associated with the trees should be removed in their entirety, and the resultant excavations should be backfilled with compacted structural fill soils. The actual extent of site stripping should be determined in the field by the geotechnical engineer, based on the organic content and stability of the materials encountered. These materials should be disposed of off-site.

Treatment of Existing Soils: Building Pads
Remedial grading should be performed within the proposed building areas in order to remove the existing undocumented fill soils, any soils disturbed during demolition, and the upper portion of the near-surface native alluvium. Undocumented fill soils were encountered at all of the boring locations, extending to depths of 2½ to 4½± feet below the existing site grades. Based on conditions encountered at the boring locations, the existing soils within the proposed building areas are also recommended to be overexcavated to a depth of at least 5 feet below existing grades and to a depth of at least 3 feet below proposed building pad subgrade elevation, whichever is greater. Within the influence zones of the new foundations, the overexcavation should extend to a depth of at least 3 feet below proposed foundation bearing grade.

The overexcavation areas should extend at least 5 feet beyond the building and foundation perimeters, and to an extent equal to the depth of fill placed below the foundation bearing grade, whichever is greater. If the proposed structures incorporate any exterior columns (such as for a canopy or overhang) the area of overexcavation should also encompass these areas.

Following completion of the overexcavation, the subgrade soils within the overexcavation areas should be evaluated by the geotechnical engineer to verify their suitability to serve as the structural fill subgrade, as well as to support the foundation loads of the new structures. This evaluation should include proofrolling and probing to identify any soft, loose or otherwise unstable soils that must be removed. Some localized areas of deeper excavation may be required if additional fill materials or loose, porous, or low-density native soils are encountered at the base of the overexcavation.

After a suitable overexcavation subgrade has been achieved, the exposed soils should be scarified to a depth of at least 12 inches and moisture treated to 0 to 4 percent above optimum moisture content. The subgrade soils should then be recompacted to at least 90 percent of the ASTM D1557 maximum dry density. The previously excavated soils may then be replaced as compacted structural fill.
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Treatment of Existing Soils: Retaining Walls and Site Walls The existing soils within the areas of any proposed retaining walls and site walls should be overexcavated to a depth of 3 feet below foundation bearing grade and replaced as compacted structural fill as discussed above for the proposed building pads. Any undocumented fill soils or disturbed native alluvium within any of these foundation areas should be removed in their entirety. The overexcavation areas should extend at least 5 feet beyond the foundation perimeters, and to an extent equal to the depth of fill below the new foundations. Any erection pads for tilt-up concrete walls are considered to be part of the foundation system. Therefore, these overexcavation recommendations are applicable to erection pads. The overexcavation subgrade soils should be evaluated by the geotechnical engineer prior to scarifying, moisture conditioning to within 0 to 4 percent above the optimum moisture content, and recompacting the upper 12 inches of exposed subgrade soils. The previously excavated soils may then be replaced as compacted structural fill.

If the full lateral recommended remedial grading cannot be completed for the proposed retaining walls and site walls located along property lines, the foundations for those walls should be designed using a reduced allowable bearing pressure. Furthermore, the contractor should take necessary precautions to protect the adjacent improvements during rough grading. Specialized grading techniques, such as A-B-C slot cuts, will likely be required during remedial grading. The geotechnical engineer of record should be contacted if additional recommendations, such as shoring design recommendations, are required during grading.

Treatment of Existing Soils: Flatwork, Parking and Drive Areas Based on economic considerations, overexcavation of the existing near-surface existing soils in the new flatwork, parking, and drive areas is not considered warranted, with the exception of areas where lower strength or unstable soils are identified by the geotechnical engineer during grading. Subgrade preparation in the new flatwork, parking, and drive areas should initially consist of removal of all soils disturbed during stripping and demolition operations.

The geotechnical engineer should then evaluate the subgrade to identify any areas of additional unsuitable soils. Any such materials should be removed to a level of firm and unyielding soil. The exposed subgrade soils should then be scarified to a depth of 12± inches, moisture conditioned to 0 to 4 percent above the optimum moisture content, and recompacted to at least 90 percent of the ASTM D-1557 maximum dry density. Based on the presence of variable strength surficial soils throughout the site, it is expected that some isolated areas of additional overexcavation may be required to remove zones of lower strength, unsuitable soils.

The grading recommendations presented above for the proposed flatwork, parking, and drive areas assume that the owner and/or developer can tolerate minor amounts of settlement within these areas. The grading recommendations presented above do not mitigate the extent of undocumented fill or compressible/collapsible native alluvium in the flatwork, parking, and drive areas. As such, some settlement and associated pavement distress could occur. Typically, repair of such distressed areas involves significantly lower costs than completely mitigating these soils at the time of construction. If the owner cannot tolerate the risk of such settlements, the flatwork, 1595
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parking, and drive areas should be overexcavated to a depth of 2 feet below proposed pavement subgrade elevation, with the resulting soils replaced as compacted structural fill.

Fill Placement
• Fill soils should be placed in thin (6± inches), near-horizontal lifts, moisture conditioned to 0 to 4 percent above the optimum moisture content, and compacted. • On-site soils may be used for fill provided they are cleaned of any debris to the satisfaction of the geotechnical engineer.
• All grading and fill placement activities should be completed in accordance with the requirements of the 2019 CBC and the grading code of the city of Ontario. • All fill soils should be compacted to at least 90 percent of the ASTM D-1557 maximum dry density.
• Compaction tests should be performed periodically by the geotechnical engineer as random verification of compaction and moisture content. These tests are intended to aid the contractor. Since the tests are taken at discrete locations and depths, they may not be indicative of the entire fill and therefore should not relieve the contractor of his responsibility to meet the job specifications.

Imported Structural Fill
All imported structural fill should consist of very low expansive (EI < 20), well graded soils possessing at least 10 percent fines (that portion of the sample passing the No. 200 sieve).

Additional specifications for structural fill are presented in the Grading Guide Specifications, included as Appendix D.

Utility Trench Backfill
In general, all utility trench backfill should be compacted to at least 90 percent of the ASTM D1557 maximum dry density. As an alternative, a clean sand (minimum Sand Equivalent of 30) may be placed within trenches and compacted in place (jetting or flooding is not recommended).

Compacted trench backfill should conform to the requirements of the local grading code, and more restrictive requirements may be indicated by the city of Ontario. All utility trench backfills should be witnessed by the geotechnical engineer. The trench backfill soils should be compaction tested where possible; probed and visually evaluated elsewhere.

Utility trenches which parallel a footing, and extending below a 1h:1v (horizontal to vertical) plane projected from the outside edge of the footing should be backfilled with structural fill soils, compacted to at least 90 percent of the ASTM D-1557 standard. Pea gravel backfill should not be used for these trenches.

Any soils used to backfill voids around subsurface utility structures, such as manholes or vaults, should be placed as compacted structural fill. If it is not practical to place compacted fill in these areas, then such void spaces may be backfilled with lean concrete slurry. Uncompacted pea gravel or sand is not recommended for backfilling these voids since these materials have a potential to settle and thereby cause distress of pavements placed around these subterranean structures. 1596
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6.4 Construction Considerations
Excavation Considerations
The near-surface soils generally consist of sands and silty sands. These materials may be subject to moderate caving within shallow excavations. Where caving does occur, flattened excavation slopes may be sufficient to provide excavation stability. On a preliminary basis, the inclination of temporary slopes should not exceed 2h:1v. Deeper excavations may require some form of external stabilization such as shoring or bracing. Maintaining adequate moisture content within the near-surface soils will improve excavation stability. All excavation activities on this site should be conducted in accordance with Cal-OSHA regulations.

Groundwater
The static groundwater table is considered to have existed at a depth in excess of 25± feet at the time of the subsurface exploration. Therefore, groundwater is not expected to impact the grading or foundation construction activities.

6.5 Foundation Design and Construction
Based on the preceding grading recommendations, it is assumed that the new building pads will be underlain by structural fill soils used to replace existing undocumented fill soils and a portion of the near-surface alluvial soils. These new structural fill soils are expected to extend to a depth of at least 3 feet below proposed foundation bearing grade, underlain by 1± foot of additional soil that has been densified and moisture conditioned in place. Based on this subsurface profile, the proposed structures may be supported on conventional shallow foundations.

Foundation Design Parameters
New square and rectangular footings may be designed as follows:
• Maximum, net allowable soil bearing pressure: 2,500 lbs/ft2. • Maximum, net allowable soil bearing pressure: 1,500 lbs/ft2if the full lateral extent of remedial grading cannot be achieved.
• Minimum wall/column footing width: 14 inches/24 inches. • Minimum longitudinal steel reinforcement within strip footings: Two (2) No. 5 rebars (1 top and 1 bottom).
• Minimum foundation embedment: 12 inches into suitable structural fill soils, and at least 18 inches below adjacent exterior grade. Interior column footings may be placed immediately beneath the floor slab.
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• It is recommended that the perimeter building foundations be continuous across all exterior doorways. Any flatwork adjacent to the exterior doors should be doweled into the perimeter foundations in a manner determined by the structural engineer.

The allowable bearing pressures presented above may be increased by 1/3 when considering short duration wind or seismic loads. The minimum steel reinforcement recommended above is based on geotechnical considerations; additional reinforcement may be necessary for structural considerations. The actual design of the foundations should be determined by the structural engineer.

Foundation Construction
The foundation subgrade soils should be evaluated at the time of overexcavation, as discussed in Section 6.3 of this report. It is further recommended that the foundation subgrade soils be evaluated by the geotechnical engineer immediately prior to steel or concrete placement. Soils suitable for direct foundation support should consist of newly placed structural fill, compacted to at least 90 percent of the ASTM D-1557 maximum dry density. Any unsuitable materials should be removed to a depth of suitable bearing compacted structural fill or suitable native alluvium (where reduced bearing pressures are utilized), with the resulting excavations backfilled with compacted fill soils. As an alternative, lean concrete slurry (500 to 1,500 psi) may be used to backfill such isolated overexcavations.

The foundation subgrade soils should also be properly moisture conditioned to 0 to 4 percent above the Modified Proctor optimum, to a depth of at least 12 inches below bearing grade. Since it is typically not feasible to increase the moisture content of the floor slab and foundation subgrade soils once rough grading has been completed, care should be taken to maintain the moisture content of the building pad subgrade soils throughout the construction process.

Estimated Foundation Settlements
Post-construction total and differential settlements of shallow foundations designed and constructed in accordance with the previously presented recommendations are estimated to be less than 1.0 and 0.5 inches, respectively. Differential movements are expected to occur over a 30-foot span, thereby resulting in an angular distortion of less than 0.002 inches per inch.

Lateral Load Resistance
Lateral load resistance will be developed by a combination of friction acting at the base of foundations and slab and the passive earth pressure developed by footings below grade. The following friction and passive pressure may be used to resist lateral forces:
• Passive Earth Pressure: 300 lbs/ft3
• Friction Coefficient: 0.30
These are allowable values, and include a factor of safety. When combining friction and passive resistance, the passive pressure component should be reduced by one-third. These values assume that footings will be poured directly against compacted structural fill soils. The maximum allowable passive pressure is 2,500 lbs/ft2.
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6.6 Floor Slab Design and Construction
Subgrades which will support the new floor slab should be prepared in accordance with the recommendations contained in the Site Grading Recommendations section of this report.

Based on the anticipated grading which will occur at this site, the floors of the proposed structures may be constructed as conventional slabs-on-grade supported on newly placed structural fill (or densified existing soils), extending to a depth of at least 3 feet below finished pad grades. Based on geotechnical considerations, the floor slabs may be designed as follows:
• Minimum slab thickness: 6 inches.
• Modulus of Subgrade Reaction: k = 150 psi/in.
• Minimum slab reinforcement: Reinforcement is not considered necessary from a geotechnical standpoint. The actual floor slab reinforcement should be determined by the structural engineer, based on the imposed slab loading. • Slab underlayment: If moisture sensitive floor coverings will be used then minimum slab underlayment should consist of a moisture vapor barrier constructed below the entire area of the proposed slab where such moisture sensitive floor coverings are anticipated. The moisture vapor barrier should meet or exceed the Class A rating as defined by ASTM E 1745-97 and have a permeance rating less than 0.01 perms as described in ASTM E 96- 95 and ASTM E 154-88. A polyolefin material such as a 15 mil Stego® Wrap Vapor Barrier or equivalent will meet these specifications. The moisture vapor barrier should be properly constructed in accordance with all applicable manufacturer specifications. Given that a rock free subgrade is anticipated and that a capillary break is not required, sand below the barrier is not required. The need for sand and/or the amount of sand above the moisture vapor barrier should be specified by the structural engineer or concrete contractor. The selection of sand above the barrier is not a geotechnical engineering issue and hence outside our purview. Where moisture sensitive floor coverings are not anticipated, the vapor barrier may be eliminated.
• Moisture condition the floor slab subgrade soils to 0 to 4 percent above the Modified Proctor optimum moisture content, to a depth of 12 inches. The moisture content of the floor slab subgrade soils should be verified by the geotechnical engineer within 24 hours prior to concrete placement.
• Proper concrete curing techniques should be utilized to reduce the potential for slab curling or the formation of excessive shrinkage cracks.

The actual design of the floor slab should be completed by the structural engineer to verify adequate thickness and reinforcement.
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6.7 Retaining Wall Design and Construction
Although not indicated on the site plans, some small (less than 6 feet in height) retaining walls may be required to facilitate the new site grades. The parameters recommended for use in the design of these walls are presented below.

Retaining Wall Design Parameters
Based on the soil conditions encountered at the boring locations, the following parameters may be used in the design of new retaining walls for this site. The following parameters assume that only the on-site soils will be utilized for retaining wall backfill. The near-surface soils generally consist of sands and silty sands. Based on their classification, these materials are expected to possess a friction angle of at least 30 degrees when compacted to at least 90 percent of the ASTM D-1557 maximum dry density.

If desired, SCG could provide design parameters for an alternative select backfill material behind the retaining walls. The use of select backfill material could result in lower lateral earth pressures.

In order to use the design parameters for the imported select fill, this material must be placed within the entire active failure wedge. This wedge is defined as extending from the heel of the retaining wall upwards at an angle of approximately 60° from horizontal. If select backfill material behind the retaining wall is desired, SCG should be contacted for supplementary recommendations.

RETAINING WALL DESIGN PARAMETERS
Design Parameter
Soil Type
On-site Sands and Silty Sands
Internal Friction Angle () 30
Unit Weight 130 lbs/ft3
Equivalent
Fluid Pressure:

Active Condition
(level backfill) 43 lbs/ft3
Active Condition
(2h:1v backfill) 70 lbs/ft3
At-Rest Condition
(level backfill) 65 lbs/ft3
The walls should be designed using a soil-footing coefficient of friction of 0.30 and an equivalent passive pressure of 300 lbs/ft3. The structural engineer should incorporate appropriate factors of safety in the design of the retaining walls.

The active earth pressure may be used for the design of retaining walls that do not directly support structures or support soils that in turn support structures and which will be allowed to deflect. The at-rest earth pressure should be used for walls that will not be allowed to deflect such as those which will support foundation bearing soils, or which will support foundation loads directly.
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Where the soils on the toe side of the retaining wall are not covered by a "hard" surface such as a structure or pavement, the upper 1 foot of soil should be neglected when calculating passive resistance due to the potential for the material to become disturbed or degraded during the life of the structure.

Seismic Lateral Earth Pressures
In accordance with the 2019 CBC, any retaining walls more than 6 feet in height must be designed for seismic lateral earth pressures. If walls 6 feet or more are required for this site, the geotechnical engineer should be contacted for supplementary seismic lateral earth pressure recommendations.

Retaining Wall Foundation Design
The retaining wall foundations should be underlain by at least 3 feet of newly placed structural fill. Foundations to support new retaining walls should be designed in accordance with the general Foundation Design Parameters presented in a previous section of this report.

Backfill Material
On-site soils may be used to backfill the retaining walls. However, all backfill material placed within 3 feet of the back wall face should have a particle size no greater than 3 inches. Some sorting and/or crushing operations may be required. The retaining wall backfill materials should be well graded.

It is recommended that a properly installed prefabricated drainage composite such as the MiraDRAIN 6000XL (or approved equivalent), which is specifically designed for use behind retaining walls be used. If the drainage composite material is not covered by an impermeable surface, such as a structure or pavement, a 12-inch thick layer of a low permeability soil should be placed over the backfill to reduce surface water migration to the underlying soils. The drainage composite should be separated from the backfill soils by a suitable geotextile, approved by the geotechnical engineer.

All retaining wall backfill should be placed and compacted under engineering controlled conditions in the necessary layer thicknesses to ensure an in-place density between 90 and 93 percent of the maximum dry density as determined by the Modified Proctor test (ASTM D1557). Care should be taken to avoid over-compaction of the soils behind the retaining walls, and the use of heavy compaction equipment should be avoided.

Subsurface Drainage
As previously indicated, the retaining wall design parameters are based upon drained backfill conditions. Consequently, some form of permanent drainage system will be necessary in conjunction with the appropriate backfill material. Subsurface drainage may consist of either:
• A weep hole drainage system typically consisting of a series of 2-inch diameter holes in the wall situated slightly above the ground surface elevation on the exposed side of the wall and at an approximate 10-foot on-center spacing. Alternatively, 4-inch diameter holes 1601
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Project No. 21G228-1

at an approximate 20-foot on-center spacing can be used for this type of drainage system.

In addition, the weep holes should include a 2 cubic foot pocket of open graded gravel, surrounded by an approved geotextile fabric, at each weep hole location. • A 4-inch diameter perforated pipe surrounded by 2 cubic feet of gravel per linear foot of drain placed behind the wall, above the retaining wall footing. The gravel layer should be wrapped in a suitable geotextile fabric to reduce the potential for migration of fines. The footing drain should be extended to daylight or tied into a storm drainage system. The actual design of this type of system should be determined by the civil engineer to verify that the drainage system possesses the adequate capacity and slope for its intended use.

6.8 Pavement Design Parameters
Site preparation in the pavement area should be completed as previously recommended in the Site Grading Recommendations section of this report. The subsequent pavement recommendations assume proper drainage and construction monitoring, and are based on either PCA or CALTRANS design parameters for a twenty (20) year design period. However, these designs also assume a routine pavement maintenance program to obtain the anticipated 20-year pavement service life.

Pavement Subgrades
It is anticipated that the new pavements will be primarily supported on a layer of compacted structural fill, consisting of scarified, thoroughly moisture conditioned and recompacted existing soils. The near-surface soils generally consist of sands and silty sands. These soils are generally considered to possess good to excellent pavement support characteristics, with R-values in the range of 40 to 60. The subsequent pavement design is therefore based upon an assumed R-value of 40. Any fill material imported to the site should have support characteristics equal to or greater than that of the on-site soils and be placed and compacted under engineering controlled conditions. It is recommended that R-value testing be performed after completion of rough grading to verify that the pavement design recommendations presented herein are valid.

Asphaltic Concrete
Presented below are the recommended thicknesses for new flexible pavement structures consisting of asphaltic concrete over a granular base. The pavement designs are based on the traffic indices (TI’s) indicated. The client and/or civil engineer should verify that these TI’s are representative of the anticipated traffic volumes. If the client and/or civil engineer determine that the expected traffic volume will exceed the applicable traffic index, we should be contacted for supplementary recommendations. The design traffic indices equate to the following approximate daily traffic volumes over a 20-year design life, assuming six operational traffic days per week. 1602
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

Traffic Index No. of Heavy Trucks per Day

4.0 0

5.0 1

6.0 3

7.0 11

8.0 35
For the purpose of the traffic volumes indicated above, a truck is defined as a 5-axle tractor trailer unit with one 8-kip axle and two 32-kip tandem axles. All of the traffic indices allow for 1,000 automobiles per day.

ASPHALT PAVEMENTS (R = 40)
Materials
Thickness (inches)
Parking
Stalls
(TI = 4.0)
Auto Drive
Lanes
(TI = 5.0)
Truck Traffic
(TI = 6.0) (TI = 7.0) (TI = 8.0)
Asphalt Concrete 3 3 3½ 4 5
Aggregate Base 3 4 6 7 8
Compacted Subgrade
(90% minimum compaction) 12 12 12 12 12
The aggregate base course should be compacted to at least 95 percent of the ASTM D-1557 maximum dry density. The asphaltic concrete should be compacted to at least 95 percent of the batch plant-reported maximum density. The aggregate base course may consist of crushed aggregate base (CAB) or crushed miscellaneous base (CMB), which is a recycled gravel, asphalt and concrete material. The gradation, R-Value, Sand Equivalent, and Percentage Wear of the CAB or CMB should comply with appropriate specifications contained in the current edition of the “Greenbook” Standard Specifications for Public Works Construction.

Portland Cement Concrete
The preparation of the subgrade soils within concrete pavement areas should be performed as previously described for proposed asphalt pavement areas. The minimum recommended thicknesses for the Portland Cement Concrete pavement sections are as follows:
1603
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

PORTLAND CEMENT CONCRETE PAVEMENTS (R = 40)
Materials
Thickness (inches)
Automobile
Parking and
Drive Areas
(TI = 5.0)
Truck Traffic
(TI =6.0) (TI =7.0) (TI =8.0)
PCC 5 5 5½ 6½
Compacted Subgrade
(95% minimum compaction) 12 12 12 12
The concrete should have a 28-day compressive strength of at least 3,000 psi. The maximum joint spacing within all of the PCC pavements is recommended to be equal to or less than 30 times the pavement thickness. Any reinforcement within the PCC pavements should be determined by the project structural engineer.
1604
Proposed Industrial Development – Ontario, CA
Project No. 21G228-1

7.0 GENERAL COMMENTS
This report has been prepared as an instrument of service for use by the client, in order to aid in the evaluation of this property and to assist the architects and engineers in the design and preparation of the project plans and specifications. This report may be provided to the contractor(s) and other design consultants to disclose information relative to the project.

However, this report is not intended to be utilized as a specification in and of itself, without appropriate interpretation by the project architect, civil engineer, and/or structural engineer. The reproduction and distribution of this report must be authorized by the client and Southern California Geotechnical, Inc. Furthermore, any reliance on this report by an unauthorized third party is at such party’s sole risk, and we accept no responsibility for damage or loss which may occur. The client(s)’ reliance upon this report is subject to the Engineering Services Agreement, incorporated into our proposal for this project.

The analysis of this site was based on a subsurface profile interpolated from limited discrete soil samples. While the materials encountered in the project area are considered to be representative of the total area, some variations should be expected between boring locations and sample depths. If the conditions encountered during construction vary significantly from those detailed herein, we should be contacted immediately to determine if the conditions alter the recommendations contained herein.

This report has been based on assumed or provided characteristics of the proposed development.

It is recommended that the owner, client, architect, structural engineer, and civil engineer carefully review these assumptions to ensure that they are consistent with the characteristics of the proposed development. If discrepancies exist, they should be brought to our attention to verify that they do not affect the conclusions and recommendations contained herein. We also recommend that the project plans and specifications be submitted to our office for review to verify that our recommendations have been correctly interpreted.

The analysis, conclusions, and recommendations contained within this report have been promulgated in accordance with generally accepted professional geotechnical engineering practice. No other warranty is implied or expressed.
1605
1606
SITE

PROPOSED INDUSTRIAL DEVELOPMENT
SCALE: 1" = 2000' DRAWN: JAZ CHKD: GKM

SCG PROJECT
21G228-1 PLATE 1

SITE LOCATION MAP

ONTARIO, CALIFORNIA
SOURCE: USGS TOPOGRAPHIC MAP OF THE GUASTI QUADRANGLE, SAN BERNARDINO COUNTY, CALIFORNIA, 2018. 1607
EXISTING BUILDING EXISTING BUILDING B-1 B-2 B-3 B-4 B-6 B-5 B-7 SCALE: 1" = 120' DRAWN: JAZ CHKD: GKM PLATE 2A SCG PROJECT 21G228-1 ONTARIO, CALIFORNIA PROPOSED INDUSTRIAL DEVELOPMENT BORING LOCATION PLAN - SITE PLAN 1 SoCalGeo NORTH APPROXIMATE BORING LOCATION GEOTECHNICAL LEGEND EXISTING BUILDINGS NOTE: BASE SITE PLAN PREPARED BY HPA. TO BE DEMOLISHED 1608
EXISTING BUILDING EXISTING BUILDING B-1 B-2 B-3 B-4 B-6 B-5 B-7 SCALE: 1" = 120' DRAWN: JAZ CHKD: GKM PLATE 2B SCG PROJECT 21G228-1 ONTARIO, CALIFORNIA PROPOSED INDUSTRIAL DEVELOPMENT BORING LOCATION PLAN - SITE PLAN 2 SoCalGeo NORTH APPROXIMATE BORING LOCATION GEOTECHNICAL LEGEND EXISTING BUILDINGS NOTE: BASE SITE PLAN PREPARED BY HPA. TO BE DEMOLISHED 1609
1610

BORING LOG LEGEND

SAMPLE TYPE GRAPHICAL

SYMBOL SAMPLE DESCRIPTION

AUGER SAMPLE COLLECTED FROM AUGER CUTTINGS, NO FIELD
MEASUREMENT OF SOIL STRENGTH. (DISTURBED)
CORE
ROCK CORE SAMPLE: TYPICALLY TAKEN WITH A
DIAMOND-TIPPED CORE BARREL. TYPICALLY USED
ONLY IN HIGHLY CONSOLIDATED BEDROCK.

GRAB 1 SOIL SAMPLE TAKEN WITH NO SPECIALIZED

EQUIPMENT, SUCH AS FROM A STOCKPILE OR THE
GROUND SURFACE. (DISTURBED)
CS
CALIFORNIA SAMPLER: 2-1/2 INCH I.D. SPLIT BARREL
SAMPLER, LINED WITH 1-INCH HIGH BRASS RINGS.

DRIVEN WITH SPT HAMMER. (RELATIVELY

UNDISTURBED)
NSR
NO RECOVERY: THE SAMPLING ATTEMPT DID NOT

RESULT IN RECOVERY OF ANY SIGNIFICANT SOIL OR
ROCK MATERIAL.

SPT
STANDARD PENETRATION TEST: SAMPLER IS A 1.4
INCH INSIDE DIAMETER SPLIT BARREL, DRIVEN 18
INCHES WITH THE SPT HAMMER. (DISTURBED)
SH
SHELBY TUBE: TAKEN WITH A THIN WALL SAMPLE
TUBE, PUSHED INTO THE SOIL AND THEN EXTRACTED.
(UNDISTURBED)
VANE
VANE SHEAR TEST: SOIL STRENGTH OBTAINED USING
A 4 BLADED SHEAR DEVICE. TYPICALLY USED IN SOFT
CLAYS-NO SAMPLE RECOVERED.

COLUMN DESCRIPTIONS
DEPTH: Distance in feet below the ground surface.

SAMPLE: Sample Type as depicted above.

BLOW COUNT: Number of blows required to advance the sampler 12 inches using a 140 lb hammer with a 30-inch drop. 50/3” indicates penetration refusal (>50 blows) at 3 inches. WH indicates that the weight of the hammer was sufficient to push the sampler 6 inches or more.

POCKET PEN.: Approximate shear strength of a cohesive soil sample as measured by pocket penetrometer.

GRAPHIC LOG: Graphic Soil Symbol as depicted on the following page.

DRY DENSITY: Dry density of an undisturbed or relatively undisturbed sample in lbs/ft3 .

MOISTURE CONTENT: Moisture content of a soil sample, expressed as a percentage of the dry weight.

LIQUID LIMIT: The moisture content above which a soil behaves as a liquid.

PLASTIC LIMIT: The moisture content above which a soil behaves as a plastic.

PASSING #200 SIEVE: The percentage of the sample finer than the #200 standard sieve.

UNCONFINED SHEAR: The shear strength of a cohesive soil sample, as measured in the unconfined state. 1611
SM
SP
COARSE

GRAINED
SOILS
SW

TYPICAL

DESCRIPTIONS

WELL-GRADED GRAVELS, GRAVEL -

SAND MIXTURES, LITTLE OR NO
FINES

SILTY GRAVELS, GRAVEL - SAND -

SILT MIXTURES

GRAPH LETTER

POORLY-GRADED GRAVELS,

GRAVEL - SAND MIXTURES, LITTLE

OR NO FINES
GC
GM
GP
GW

POORLY-GRADED SANDS,

GRAVELLY SAND, LITTLE OR NO
FINES
SILTS
AND
CLAYS
MORE THAN 50%

OF MATERIAL IS

LARGER THAN
NO. 200 SIEVE
SIZE
MORE THAN 50%

OF MATERIAL IS

SMALLER THAN
NO. 200 SIEVE
SIZE
MORE THAN 50%

OF COARSE

FRACTION
PASSING ON NO.
4 SIEVE
MORE THAN 50%

OF COARSE

FRACTION
RETAINED ON NO.
4 SIEVE CLAYEY GRAVELS, GRAVEL - SAND -

CLAY MIXTURES
FINE

GRAINED
SOILS

SYMBOLS MAJOR DIVISIONS

SOIL CLASSIFICATION CHART
PT
OH
CH
MH
OL
CL
ML

CLEAN SANDS
SC

SILTY SANDS, SAND - SILT

MIXTURES

CLAYEY SANDS, SAND - CLAY

MIXTURES

INORGANIC SILTS AND VERY FINE

SANDS, ROCK FLOUR, SILTY OR

CLAYEY FINE SANDS OR CLAYEY

SILTS WITH SLIGHT PLASTICITY

INORGANIC CLAYS OF LOW TO

MEDIUM PLASTICITY, GRAVELLY

CLAYS, SANDY CLAYS, SILTY CLAYS,

LEAN CLAYS

ORGANIC SILTS AND ORGANIC

SILTY CLAYS OF LOW PLASTICITY

INORGANIC SILTS, MICACEOUS OR

DIATOMACEOUS FINE SAND OR

SILTY SOILS

INORGANIC CLAYS OF HIGH

PLASTICITY

ORGANIC CLAYS OF MEDIUM TO

HIGH PLASTICITY, ORGANIC SILTS

PEAT, HUMUS, SWAMP SOILS WITH

HIGH ORGANIC CONTENTS
SILTS
AND
CLAYS

GRAVELS WITH
FINES
SAND
AND
SANDY

SOILS (LITTLE OR NO FINES)

SANDS WITH
FINES

LIQUID LIMIT
LESS THAN 50

LIQUID LIMIT
GREATER THAN 50

HIGHLY ORGANIC SOILS
NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS GRAVEL
AND

GRAVELLY
SOILS
(APPRECIABLE

AMOUNT OF FINES)
(APPRECIABLE

AMOUNT OF FINES)
(LITTLE OR NO FINES)

WELL-GRADED SANDS, GRAVELLY

SANDS, LITTLE OR NO FINES
CLEAN

GRAVELS
1612
3½± inches Asphaltic concrete; 5± inches Aggregate base FILL: Brown fine to medium Sand, trace Silt, trace fine to coarse Gravel, medium dense-moist
ALLUVIUM: Brown fine to medium Sand, trace fine to coarse Gravel, medium dense-damp
@ 5 to 6 feet, trace Silt, dry to damp
Gray Brown Gravelly fine to coarse Sand, medium dense-dry to damp
Brown fine Sand, medium dense-damp
Brown fine to coarse Sand, medium dense-damp
@ 18½ to 20 feet, trace fine to coarse Gravel, dense-dry to damp
Brown fine Sandy Silt, medium dense-very moist
Boring Terminated at 25'
16 21
20 26
30 29
40 13
112
109
102
110
114
106
7 4
3 2
2 4
3 15
5 10
15 20
25 LABORATORY RESULTS

COMMENTS

TEST BORING LOG BLOW COUNT
PASSING#200 SIEVE (%)

DESCRIPTION
SAMPLE
SURFACE ELEVATION: --- MSL

LIQUIDLIMITPLASTICLIMIT

FIELD RESULTS
WATER DEPTH: Dry
CAVE DEPTH: 11 feet
READING TAKEN: At Completion

GRAPHIC LOG
BORING NO.

B-1
POCKET PEN.(TSF)
DRILLING DATE: 10/6/21
DRILLING METHOD: Hollow Stem Auger
LOGGED BY: Jose Zuniga
DEPTH (FEET)DRY DENSITY(PCF)MOISTURECONTENT (%)ORGANICCONTENT (%) JOB NO.: 21G228-1
PROJECT: Proposed Industrial
LOCATION: Ontario, California
PLATE B-1
TBL 21G228-1.GPJ SOCALGEO.GDT 11/1/21
1613
3± inches Asphaltic concrete; 4± inches Aggregate base
FILL: Brown fine Sandy Silt, medium dense-moist
ALLUVIUM: Brown Silty fine Sand, loose-moist
Light Brown fine Sand, trace Silt, loose-moist
Brown Silty fine Sand, little medium Sand, loose-moist
Gray Brown fine to medium Sand, trace Silt, loose-moist Gray Brown Gravelly fine to coarse Sand, medium dense-dry to damp
Brown fine Sand, medium dense-dry to damp
Brown fine to medium Sand, little fine to coarse Gravel, medium dense-dry to damp
Boring Terminated at 20'
24 13
11 12
23 20
26 123
115
99 100
112
111
9 10
8 11
2 3
3 5
10 15
20 LABORATORY RESULTS

COMMENTS

TEST BORING LOG BLOW COUNT
PASSING#200 SIEVE (%)

DESCRIPTION
SAMPLE
SURFACE ELEVATION: --- MSL

LIQUIDLIMITPLASTICLIMIT

FIELD RESULTS
WATER DEPTH: Dry
CAVE DEPTH: 10 feet
READING TAKEN: At Completion

GRAPHIC LOG
BORING NO.

B-2
POCKET PEN.(TSF)
DRILLING DATE: 10/6/21
DRILLING METHOD: Hollow Stem Auger
LOGGED BY: Jose Zuniga
DEPTH (FEET)DRY DENSITY(PCF)MOISTURECONTENT (%)ORGANICCONTENT (%) JOB NO.: 21G228-1
PROJECT: Proposed Industrial
LOCATION: Ontario, California
PLATE B-2
TBL 21G228-1.GPJ SOCALGEO.GDT 11/1/21
1614
4± inches Asphaltic concrete; 6± inches Aggregate base
FILL: Dark Gray Brown Silty fine Sand, trace fine Gravel, mottled, trace Iron oxide staining, medium dense-moist
ALLUVIUM: Brown fine Sandy Silt, trace Iron oxide staining, medium dense-moist
Brown Silty fine Sand, medium dense-damp
Brown fine Sandy Silt, loose to medium dense-damp to moist Gray Brown Gravelly fine to coarse Sand, medium
dense-damp
Brown fine Sand, trace fine to coarse Gravel, loose-damp Brown fine to coarse Sand, little fine to coarse Gravel, medium dense-dry to damp
Brown Silty fine Sand, medium dense-damp
Boring Terminated at 25'
37 33
22 14
19 12
18 18
119
118
115
111
110
100
9 8
6 10
6 5
3 6
5 10
15 20
25 LABORATORY RESULTS

COMMENTS

TEST BORING LOG BLOW COUNT
PASSING#200 SIEVE (%)

DESCRIPTION
SAMPLE
SURFACE ELEVATION: --- MSL

LIQUIDLIMITPLASTICLIMIT

FIELD RESULTS
WATER DEPTH: Dry
CAVE DEPTH: 10 feet
READING TAKEN: At Completion

GRAPHIC LOG
BORING NO.

B-3
POCKET PEN.(TSF)
DRILLING DATE: 10/6/21
DRILLING METHOD: Hollow Stem Auger
LOGGED BY: Jose Zuniga
DEPTH (FEET)DRY DENSITY(PCF)MOISTURECONTENT (%)ORGANICCONTENT (%) JOB NO.: 21G228-1
PROJECT: Proposed Industrial
LOCATION: Ontario, California
PLATE B-3
TBL 21G228-1.GPJ SOCALGEO.GDT 11/1/21
1615
2± inches Asphaltic concrete; 4± inches Aggregate base
FILL: Brown Silty fine Sand, loose to medium dense-moist to very moist
ALLUVIUM: Brown fine Sand, loose-very moist
Brown Silty fine Sand, loose-moist
Gray Brown fine to coarse Sand, loose to medium
dense-damp to moist
Brown fine Sand, little Silt, loose-moist to very moist Brown fine Sandy Silt, medium dense-very moist
Boring Terminated at 20'
18 13
9 10
19 12
16 111
102
104
111
108
102
9 11
9 13
6 11
22 5
10 15
20 LABORATORY RESULTS

COMMENTS

TEST BORING LOG BLOW COUNT
PASSING#200 SIEVE (%)

DESCRIPTION
SAMPLE
SURFACE ELEVATION: --- MSL

LIQUIDLIMITPLASTICLIMIT

FIELD RESULTS
WATER DEPTH: Dry
CAVE DEPTH: 13 feet
READING TAKEN: At Completion

GRAPHIC LOG
BORING NO.

B-4
POCKET PEN.(TSF)
DRILLING DATE: 10/6/21
DRILLING METHOD: Hollow Stem Auger
LOGGED BY: Jose Zuniga
DEPTH (FEET)DRY DENSITY(PCF)MOISTURECONTENT (%)ORGANICCONTENT (%) JOB NO.: 21G228-1
PROJECT: Proposed Industrial
LOCATION: Ontario, California
PLATE B-4
TBL 21G228-1.GPJ SOCALGEO.GDT 11/1/21
1616
3± inches Asphaltic concrete; 4± inches Aggregate base
FILL: Brown fine Sand, trace Silt, medium dense-moist
ALLUVIUM: Brown Silty fine Sand, trace fine Gravel,
loose-moist to very moist
Brown fine Sand, trace Silt, trace fine Gravel, loose-moist Brown Silty fine to medium Sand, loose to medium
dense-moist
Boring Terminated at 20'
22 11
13 12
12 12
16 113
105
108
109
106
108
8 9
12 9
8 8
8 5
10 15
20 LABORATORY RESULTS

COMMENTS

TEST BORING LOG BLOW COUNT
PASSING#200 SIEVE (%)

DESCRIPTION
SAMPLE
SURFACE ELEVATION: --- MSL

LIQUIDLIMITPLASTICLIMIT

FIELD RESULTS
WATER DEPTH: Dry
CAVE DEPTH: 13 feet
READING TAKEN: At Completion

GRAPHIC LOG
BORING NO.

B-5
POCKET PEN.(TSF)
DRILLING DATE: 10/6/21
DRILLING METHOD: Hollow Stem Auger
LOGGED BY: Jose Zuniga
DEPTH (FEET)DRY DENSITY(PCF)MOISTURECONTENT (%)ORGANICCONTENT (%) JOB NO.: 21G228-1
PROJECT: Proposed Industrial
LOCATION: Ontario, California
PLATE B-5
TBL 21G228-1.GPJ SOCALGEO.GDT 11/1/21
1617
3± inches Asphaltic concrete; 6± inches Aggregate base
FILL: Brown fine Sand, trace fine Gravel, little Silt, medium dense-moist
ALLUVIUM: Brown Silty fine Sand, loose-moist
@ 5 to 6 feet, trace coarse Gravel, moist
Gray Brown fine to coarse Sand, trace fine to coarse Gravel, medium dense-dry to damp
Brown fine Sand, trace Silt, loose-damp
Brown Silty fine Sand, medium dense-moist
Boring Terminated at 25'
16 10
11 23
14 14
17 14
102
104
106
120
105
105
8 10
7 2
5 5
11 11
5 10
15 20
25 LABORATORY RESULTS

COMMENTS

TEST BORING LOG BLOW COUNT
PASSING#200 SIEVE (%)

DESCRIPTION
SAMPLE
SURFACE ELEVATION: --- MSL

LIQUIDLIMITPLASTICLIMIT

FIELD RESULTS
WATER DEPTH: Dry
CAVE DEPTH: 16 feet
READING TAKEN: At Completion

GRAPHIC LOG
BORING NO.

B-6
POCKET PEN.(TSF)
DRILLING DATE: 10/6/21
DRILLING METHOD: Hollow Stem Auger
LOGGED BY: Jose Zuniga
DEPTH (FEET)DRY DENSITY(PCF)MOISTURECONTENT (%)ORGANICCONTENT (%) JOB NO.: 21G228-1
PROJECT: Proposed Industrial
LOCATION: Ontario, California
PLATE B-6
TBL 21G228-1.GPJ SOCALGEO.GDT 11/1/21
1618
3± inches Asphaltic concrete; 4± inches Aggregate base
FILL: Brown fine Sand, medium dense-moist
@ 3 to 4 feet, trace Silt
ALLUVIUM: Brown Silty fine Sand, loose to medium
dense-damp to moist
@ 18½ to 20 feet, trace coarse Sand
Boring Terminated at 25'
16 16
16 9
10 9
13 16
98 100
108
103
104
106
10 7
5 9
9 8
6 6
5 10
15 20
25 LABORATORY RESULTS

COMMENTS

TEST BORING LOG BLOW COUNT
PASSING#200 SIEVE (%)

DESCRIPTION
SAMPLE
SURFACE ELEVATION: --- MSL

LIQUIDLIMITPLASTICLIMIT

FIELD RESULTS
WATER DEPTH: Dry
CAVE DEPTH: 16 feet
READING TAKEN: At Completion

GRAPHIC LOG
BORING NO.

B-7
POCKET PEN.(TSF)
DRILLING DATE: 10/6/21
DRILLING METHOD: Hollow Stem Auger
LOGGED BY: Jose Zuniga
DEPTH (FEET)DRY DENSITY(PCF)MOISTURECONTENT (%)ORGANICCONTENT (%) JOB NO.: 21G228-1
PROJECT: Proposed Industrial
LOCATION: Ontario, California
PLATE B-7
TBL 21G228-1.GPJ SOCALGEO.GDT 11/1/21
1619
1620
Classification: Brown Silty fine Sand
Boring Number: B-3 Initial Moisture Content (%) 5
Sample Number: --- Final Moisture Content (%) 13
Depth (ft) 5 to 6 Initial Dry Density (pcf) 115.1
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 120.2 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.36
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 1
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1621
Classification: Brown fine Sandy Silt
Boring Number: B-3 Initial Moisture Content (%) 10
Sample Number: --- Final Moisture Content (%) 20
Depth (ft) 7 to 8 Initial Dry Density (pcf) 111.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 118.0 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.74
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 2
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1622
Classification: Gray Brown Gravelly fine to coarse Sand Boring Number: B-3 Initial Moisture Content (%) 6
Sample Number: --- Final Moisture Content (%) 15
Depth (ft) 9 to 10 Initial Dry Density (pcf) 110.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 116.7 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.60
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 3
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1623
Classification: Brown fine Sand, trace fine to coarse Gravel Boring Number: B-3 Initial Moisture Content (%) 5
Sample Number: --- Final Moisture Content (%) 21
Depth (ft) 14 to 15 Initial Dry Density (pcf) 100.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 104.3 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.40
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 4
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1624
Classification: Brown Silty fine Sand
Boring Number: B-4 Initial Moisture Content (%) 9
Sample Number: --- Final Moisture Content (%) 20
Depth (ft) 5 to 6 Initial Dry Density (pcf) 104.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 108.2 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.23
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 5
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1625
Classification: Brown Silty fine Sand
Boring Number: B-4 Initial Moisture Content (%) 13
Sample Number: --- Final Moisture Content (%) 15
Depth (ft) 7 to 8 Initial Dry Density (pcf) 111.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 115.0 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.06
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 6
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1626
Classification: Gray Brown fine to coarse Sand
Boring Number: B-4 Initial Moisture Content (%) 6
Sample Number: --- Final Moisture Content (%) 19
Depth (ft) 9 to 10 Initial Dry Density (pcf) 108.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 115.0 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.70
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 7
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1627
Classification: Brown fine Sand, little Silt
Boring Number: B-4 Initial Moisture Content (%) 11
Sample Number: --- Final Moisture Content (%) 19
Depth (ft) 14 to 15 Initial Dry Density (pcf) 102.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 107.2 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.38
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 8
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1628
Classification: Brown Silty fine Sand, trace fine Gravel Boring Number: B-5 Initial Moisture Content (%) 12
Sample Number: --- Final Moisture Content (%) 14
Depth (ft) 5 to 6 Initial Dry Density (pcf) 108.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 114.3 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.17
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 9
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1629
Classification: Brown Silty fine Sand, trace fine Gravel Boring Number: B-5 Initial Moisture Content (%) 9
Sample Number: --- Final Moisture Content (%) 18
Depth (ft) 7 to 8 Initial Dry Density (pcf) 109.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 113.8 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.21
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 10
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1630
Classification: Brown fine Sand, little Silt
Boring Number: B-5 Initial Moisture Content (%) 8
Sample Number: --- Final Moisture Content (%) 18
Depth (ft) 9 to 10 Initial Dry Density (pcf) 106.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 115.4 Specimen Thickness (in) 1.0 Percent Collapse (%) 1.74
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 11
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1631
Classification: Brown Silty fine to medium Sand
Boring Number: B-5 Initial Moisture Content (%) 8
Sample Number: --- Final Moisture Content (%) 19
Depth (ft) 14 to 15 Initial Dry Density (pcf) 108.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 114.5 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.30
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C- 12
0 2
4 6
8 10
12 14
16 18
20 0.1 1 10 100
Consolidation Strain (%)
Load (ksf)
Consolidation/Collapse Test Results
Water Added
at 1600 psf
1632
Proposed Industrial Development
Ontario, CA
Project No. 21G228-1
PLATE C-13
122
124
126
128
130
132
134
136
138
140
142
144
0 2 4 6 8 10 12 14
Dry
D
e
n
sity (lb
s/ft
3 )
Moisture Content (%)
Moisture/Density Relationship
ASTM D-1557
Soil ID Number B-1 @ 0-5'
Optimum Moisture (%) 7
Maximum Dry Density (pcf) 130.5
Soil Brown fine to medium Sand,
Classification trace Silt, trace fine to
coarse Gravel
Zero Air Voids Curve:

Specific Gravity = 2.7
1633
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Grading Guide Specifications Page 1

GRADING GUIDE SPECIFICATIONS
These grading guide specifications are intended to provide typical procedures for grading operations.

They are intended to supplement the recommendations contained in the geotechnical investigation report for this project. Should the recommendations in the geotechnical investigation report conflict with the grading guide specifications, the more site specific recommendations in the geotechnical investigation report will govern.

General
• The Earthwork Contractor is responsible for the satisfactory completion of all earthwork in accordance with the plans and geotechnical reports, and in accordance with city, county, and applicable building codes.
• The Geotechnical Engineer is the representative of the Owner/Builder for the purpose of implementing the report recommendations and guidelines. These duties are not intended to relieve the Earthwork Contractor of any responsibility to perform in a workman-like manner, nor is the Geotechnical Engineer to direct the grading equipment or personnel employed by the Contractor.
• The Earthwork Contractor is required to notify the Geotechnical Engineer of the anticipated work and schedule so that testing and inspections can be provided. If necessary, work may be stopped and redone if personnel have not been scheduled in advance. • The Earthwork Contractor is required to have suitable and sufficient equipment on the jobsite to process, moisture condition, mix and compact the amount of fill being placed to the approved compaction. In addition, suitable support equipment should be available to conform with recommendations and guidelines in this report. • Canyon cleanouts, overexcavation areas, processed ground to receive fill, key excavations, subdrains and benches should be observed by the Geotechnical Engineer prior to placement of any fill. It is the Earthwork Contractor's responsibility to notify the Geotechnical Engineer of areas that are ready for inspection.
• Excavation, filling, and subgrade preparation should be performed in a manner and sequence that will provide drainage at all times and proper control of erosion. Precipitation, springs, and seepage water encountered shall be pumped or drained to provide a suitable working surface. The Geotechnical Engineer must be informed of springs or water seepage encountered during grading or foundation construction for possible revision to the recommended construction procedures and/or installation of subdrains.

Site Preparation
• The Earthwork Contractor is responsible for all clearing, grubbing, stripping and site preparation for the project in accordance with the recommendations of the Geotechnical Engineer.
• If any materials or areas are encountered by the Earthwork Contractor which are suspected of having toxic or environmentally sensitive contamination, the Geotechnical Engineer and Owner/Builder should be notified immediately.
1635
Grading Guide Specifications Page 2
• Major vegetation should be stripped and disposed of off-site. This includes trees, brush, heavy grasses and any materials considered unsuitable by the Geotechnical Engineer. • Underground structures such as basements, cesspools or septic disposal systems, mining shafts, tunnels, wells and pipelines should be removed under the inspection of the Geotechnical Engineer and recommendations provided by the Geotechnical Engineer and/or city, county or state agencies. If such structures are known or found, the Geotechnical Engineer should be notified as soon as possible so that recommendations can be formulated.
• Any topsoil, slopewash, colluvium, alluvium and rock materials which are considered unsuitable by the Geotechnical Engineer should be removed prior to fill placement. • Remaining voids created during site clearing caused by removal of trees, foundations basements, irrigation facilities, etc., should be excavated and filled with compacted fill. • Subsequent to clearing and removals, areas to receive fill should be scarified to a depth of 10 to 12 inches, moisture conditioned and compacted
• The moisture condition of the processed ground should be at or slightly above the optimum moisture content as determined by the Geotechnical Engineer. Depending upon field conditions, this may require air drying or watering together with mixing and/or discing.

Compacted Fills
• Soil materials imported to or excavated on the property may be utilized in the fill, provided each material has been determined to be suitable in the opinion of the Geotechnical Engineer. Unless otherwise approved by the Geotechnical Engineer, all fill materials shall be free of deleterious, organic, or frozen matter, shall contain no chemicals that may result in the material being classified as “contaminated,” and shall be very low to non-expansive with a maximum expansion index (EI) of 50. The top 12 inches of the compacted fill should have a maximum particle size of 3 inches, and all underlying compacted fill material a maximum 6-inch particle size, except as noted below.
• All soils should be evaluated and tested by the Geotechnical Engineer. Materials with high expansion potential, low strength, poor gradation or containing organic materials may require removal from the site or selective placement and/or mixing to the satisfaction of the Geotechnical Engineer.
• Rock fragments or rocks less than 6 inches in their largest dimensions, or as otherwise determined by the Geotechnical Engineer, may be used in compacted fill, provided the distribution and placement is satisfactory in the opinion of the Geotechnical Engineer. • Rock fragments or rocks greater than 12 inches should be taken off-site or placed in accordance with recommendations and in areas designated as suitable by the Geotechnical Engineer. These materials should be placed in accordance with Plate D-8 of these Grading Guide Specifications and in accordance with the following recommendations:
• Rocks 12 inches or more in diameter should be placed in rows at least 15 feet apart, 15 feet from the edge of the fill, and 10 feet or more below subgrade. Spaces should be left between each rock fragment to provide for placement and compaction of soil around the fragments.
• Fill materials consisting of soil meeting the minimum moisture content requirements and free of oversize material should be placed between and over the rows of rock or 1636
Grading Guide Specifications Page 3
concrete. Ample water and compactive effort should be applied to the fill materials as they are placed in order that all of the voids between each of the fragments are filled and compacted to the specified density.
• Subsequent rows of rocks should be placed such that they are not directly above a row placed in the previous lift of fill. A minimum 5-foot offset between rows is recommended.
• To facilitate future trenching, oversized material should not be placed within the range of foundation excavations, future utilities or other underground construction unless specifically approved by the soil engineer and the developer/owner representative. • Fill materials approved by the Geotechnical Engineer should be placed in areas previously prepared to receive fill and in evenly placed, near horizontal layers at about 6 to 8 inches in loose thickness, or as otherwise determined by the Geotechnical Engineer for the project. • Each layer should be moisture conditioned to optimum moisture content, or slightly above, as directed by the Geotechnical Engineer. After proper mixing and/or drying, to evenly distribute the moisture, the layers should be compacted to at least 90 percent of the maximum dry density in compliance with ASTM D-1557-78 unless otherwise indicated. • Density and moisture content testing should be performed by the Geotechnical Engineer at random intervals and locations as determined by the Geotechnical Engineer. These tests are intended as an aid to the Earthwork Contractor, so he can evaluate his workmanship, equipment effectiveness and site conditions. The Earthwork Contractor is responsible for compaction as required by the Geotechnical Report(s) and governmental agencies. • Fill areas unused for a period of time may require moisture conditioning, processing and recompaction prior to the start of additional filling. The Earthwork Contractor should notify the Geotechnical Engineer of his intent so that an evaluation can be made. • Fill placed on ground sloping at a 5-to-1 inclination (horizontal-to-vertical) or steeper should be benched into bedrock or other suitable materials, as directed by the Geotechnical Engineer. Typical details of benching are illustrated on Plates D-2, D-4, and D-5. • Cut/fill transition lots should have the cut portion overexcavated to a depth of at least 3 feet and rebuilt with fill (see Plate D-1), as determined by the Geotechnical Engineer. • All cut lots should be inspected by the Geotechnical Engineer for fracturing and other bedrock conditions. If necessary, the pads should be overexcavated to a depth of 3 feet and rebuilt with a uniform, more cohesive soil type to impede moisture penetration. • Cut portions of pad areas above buttresses or stabilizations should be overexcavated to a depth of 3 feet and rebuilt with uniform, more cohesive compacted fill to impede moisture penetration.
• Non-structural fill adjacent to structural fill should typically be placed in unison to provide lateral support. Backfill along walls must be placed and compacted with care to ensure that excessive unbalanced lateral pressures do not develop. The type of fill material placed adjacent to below grade walls must be properly tested and approved by the Geotechnical Engineer with consideration of the lateral earth pressure used in the design. 1637
Grading Guide Specifications Page 4
Foundations
• The foundation influence zone is defined as extending one foot horizontally from the outside edge of a footing, and proceeding downward at a ½ horizontal to 1 vertical (0.5:1) inclination.
• Where overexcavation beneath a footing subgrade is necessary, it should be conducted so as to encompass the entire foundation influence zone, as described above. • Compacted fill adjacent to exterior footings should extend at least 12 inches above foundation bearing grade. Compacted fill within the interior of structures should extend to the floor subgrade elevation.

Fill Slopes
• The placement and compaction of fill described above applies to all fill slopes. Slope compaction should be accomplished by overfilling the slope, adequately compacting the fill in even layers, including the overfilled zone and cutting the slope back to expose the compacted core
• Slope compaction may also be achieved by backrolling the slope adequately every 2 to 4 vertical feet during the filling process as well as requiring the earth moving and compaction equipment to work close to the top of the slope. Upon completion of slope construction, the slope face should be compacted with a sheepsfoot connected to a sideboom and then grid rolled. This method of slope compaction should only be used if approved by the Geotechnical Engineer.
• Sandy soils lacking in adequate cohesion may be unstable for a finished slope condition and therefore should not be placed within 15 horizontal feet of the slope face. • All fill slopes should be keyed into bedrock or other suitable material. Fill keys should be at least 15 feet wide and inclined at 2 percent into the slope. For slopes higher than 30 feet, the fill key width should be equal to one-half the height of the slope (see Plate D-5). • All fill keys should be cleared of loose slough material prior to geotechnical inspection and should be approved by the Geotechnical Engineer and governmental agencies prior to filling. • The cut portion of fill over cut slopes should be made first and inspected by the Geotechnical Engineer for possible stabilization requirements. The fill portion should be adequately keyed through all surficial soils and into bedrock or suitable material. Soils should be removed from the transition zone between the cut and fill portions (see Plate D2).

Cut Slopes
• All cut slopes should be inspected by the Geotechnical Engineer to determine the need for stabilization. The Earthwork Contractor should notify the Geotechnical Engineer when slope cutting is in progress at intervals of 10 vertical feet. Failure to notify may result in a delay in recommendations.
• Cut slopes exposing loose, cohesionless sands should be reported to the Geotechnical Engineer for possible stabilization recommendations.
• All stabilization excavations should be cleared of loose slough material prior to geotechnical inspection. Stakes should be provided by the Civil Engineer to verify the location and dimensions of the key. A typical stabilization fill detail is shown on Plate D-5. 1638
Grading Guide Specifications Page 5
• Stabilization key excavations should be provided with subdrains. Typical subdrain details are shown on Plates D-6.

Subdrains
• Subdrains may be required in canyons and swales where fill placement is proposed. Typical subdrain details for canyons are shown on Plate D-3. Subdrains should be installed after approval of removals and before filling, as determined by the Soils Engineer. • Plastic pipe may be used for subdrains provided it is Schedule 40 or SDR 35 or equivalent.

Pipe should be protected against breakage, typically by placement in a square-cut (backhoe) trench or as recommended by the manufacturer. • Filter material for subdrains should conform to CALTRANS Specification 68-1.025 or as approved by the Geotechnical Engineer for the specific site conditions. Clean ¾-inch crushed rock may be used provided it is wrapped in an acceptable filter cloth and approved by the Geotechnical Engineer. Pipe diameters should be 6 inches for runs up to 500 feet and 8 inches for the downstream continuations of longer runs. Four-inch diameter pipe may be used in buttress and stabilization fills.
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GRADING GUIDE SPECIFICATIONS
NOT TO SCALE DRAWN: JAS CHKD: GKM
PLATE D-2

FILL ABOVE CUT SLOPE DETAIL
9' MIN.
4' TYP.

MINIMUM 1' TILT BACK
OR 2% SLOPE
(WHICHEVER IS GREATER)

REMOVE UNSUITABLE MATERIAL

BENCHING DIMENSIONS IN ACCORDANCE

WITH PLAN OR AS RECOMMENDED

BY THE GEOTECHNICAL ENGINEER

CUT SLOPE TO BE CONSTRUCTED

PRIOR TO PLACEMENT OF FILL

BEDROCK OR APPROVED

COMPETENT MATERIAL

CUT SLOPE

NATURAL GRADE

CUT/FILL CONTACT TO BE
SHOWN ON "AS-BUILT"

COMPETENT MATERIAL

CUT/FILL CONTACT SHOWN

ON GRADING PLAN

NEW COMPACTED FILL
10' TYP.

KEYWAY IN COMPETENT MATERIAL
MINIMUM WIDTH OF 15 FEET OR AS

RECOMMENDED BY THE GEOTECHNICAL
ENGINEER. KEYWAY MAY NOT BE
REQUIRED IF FILL SLOPE IS LESS THAN 5

FEET IN HEIGHT AS RECOMMENDED BY
THE GEOTECHNICAL ENGINEER.
1641
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GRADING GUIDE SPECIFICATIONS
NOT TO SCALE DRAWN: JAS CHKD: GKM
PLATE D-4

FILL ABOVE NATURAL SLOPE DETAIL
10' TYP.
4' TYP.
(WHICHEVER IS GREATER)
OR 2% SLOPE
MINIMUM 1' TILT BACK

REMOVE UNSUITABLE MATERIAL

NEW COMPACTED FILL

COMPETENT MATERIAL
KEYWAY IN COMPETENT MATERIAL.

RECOMMENDED BY THE GEOTECHNIAL
ENGINEER. KEYWAY MAY NOT BE REQUIRED
IF FILL SLOPE IS LESS THAN 5' IN HEIGHT

AS RECOMMENDED BY THE GEOTECHNICAL
ENGINEER.
2' MINIMUM

KEY DEPTH

OVERFILL REQUIREMENTS

PER GRADING GUIDE SPECIFICATIONS

TOE OF SLOPE SHOWN

ON GRADING PLAN

BACKCUT - VARIES

PLACE COMPACTED BACKFILL

TO ORIGINAL GRADE

PROJECT SLOPE GRADIENT
(1:1 MAX.)
NOTE:

BENCHING SHALL BE REQUIRED

WHEN NATURAL SLOPES ARE
EQUAL TO OR STEEPER THAN 5:1

OR WHEN RECOMMENDED BY
THE GEOTECHNICAL ENGINEER.

FINISHED SLOPE FACE
MINIMUM WIDTH OF 15 FEET OR AS

BENCHING DIMENSIONS IN ACCORDANCE

WITH PLAN OR AS RECOMMENDED

BY THE GEOTECHNICAL ENGINEER
1643

GRADING GUIDE SPECIFICATIONS
NOT TO SCALE DRAWN: JAS CHKD: GKM
PLATE D-5

STABILIZATION FILL DETAIL

FACE OF FINISHED SLOPE

COMPACTED FILL
MINIMUM 1' TILT BACK
OR 2% SLOPE
(WHICHEVER IS GREATER)
10' TYP.
2' MINIMUM

KEY DEPTH
3' TYPICAL

BLANKET FILL IF RECOMMENDED

BY THE GEOTECHNICAL ENGINEER

COMPETENT MATERIAL ACCEPTABLE

TO THE SOIL ENGINEER

KEYWAY WIDTH, AS SPECIFIED

BY THE GEOTECHNICAL ENGINEER

TOP WIDTH OF FILL

AS SPECIFIED BY THE

GEOTECHNICAL ENGINEER

BENCHING DIMENSIONS IN ACCORDANCE

WITH PLAN OR AS RECOMMENDED

BY THE GEOTECHNICAL ENGINEER
4' TYP.
1644
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PROPOSED INDUSTRIAL DEVELOPMENT
DRAWN: JAZ CHKD: GKM

SCG PROJECT
21G228-1 PLATE E-1
SEISMIC DESIGN PARAMETERS - 2019 CBC

ONTARIO, CALIFORNIA
SOURCE: SEAOC/OSHPD Seismic Design Maps Tool
<https://seismicmaps.org/>
1649

PALEONTOLOGICAL ASSESSMENT FOR

THE WOODRUFF LOGISTICS CENTER

PROJECT

ONTARIO, SAN BERNARDINO COUNTY, CALIFORNIA
APNs 238-221-22 and 238-201-41
Prepared for:

T&B Planning, Inc.
3200 El Camino Real, Suite 100
Irvine, California 92602
Submitted to:

City of Ontario
Planning Department
303 East B Street
Ontario, California 91764
Prepared by:

BFSA Environmental Services,
a Perennial Company
14010 Poway Road, Suite A
Poway, California 92064
February 23, 2023
1650
Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________ Paleontological Database Information
Author: Todd A. Wirths, M.S., Senior Paleontologist, California Professional Geologist No. 7588
Consulting Firm: BFSA Environmental Services, a Perennial Company 14010 Poway Road, Suite A
Poway, California 92064
(858) 679-8218
Report Date: February 23, 2023
Report Title: Paleontological Assessment for the Woodruff Logistics Center Project, Ontario, San Bernardino County, California
Prepared for: T&B Planning, Inc.
3200 El Camino Real, Suite 100
Irvine, California 92602
Submitted to: City of Ontario
Planning Department
303 East B Street
Ontario, California 91764
USGS Quadrangle: Section 30, Township 1 South, Range 7 West, Guasti, California (7.5-minute)
Assessor’s Parcel Numbers: 238-221-22 and 238-201-41
Study Area: 16.75 acres
Key Words: Paleontological assessment; moderate to high paleontological resource sensitivity; monitoring recommended.
1651
Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________ Table of Contents
Section Page
I. INTRODUCTION AND LOCATION ...................................................................... 1 II. REGULATORY SETTING....................................................................................... 1 State of California..................................................................................................... 1 City of Ontario........................................................................................................... 4 III. GEOLOGY ................................................................................................................ 6 IV. PALEONTOLOGICAL RESOURCES..................................................................... 6 Definition................................................................................................................... 6 Fossil Locality Records Search ................................................................................ 6 V. PALEONTOLOGICAL SENSITIVITY ................................................................... 8 Overview .................................................................................................................... 8 Professional Standards............................................................................................. 8 City of Ontario Assessment of Paleontological Sensitivity...................................... 9 VI. CONCLUSION AND RECOMMENDATIONS ...................................................... 9 VII. CERTIFICATION ................................................................................................... 12 VIII. REFERENCES ........................................................................................................ 12 Appendices
Appendix A – Qualifications of Key Personnel
List of Figures
Figure Page
Figure 1 General Location Map ................................................................................ 2 Figure 2 Project Location Map.................................................................................. 3 Figure 3 Geologic Map.............................................................................................. 7 1652
Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________ 1 I. INTRODUCTION AND LOCATION
A paleontological resource assessment has been completed for the Woodruff Logistics Center Project, located at 1350 and 1375 South Woodruff Way, northwest of the intersection of Jurupa Street and Interstate 15, in the city of Ontario, San Bernardino County, California (Figures 1 and 2). The project consists of two parcels (Assessor’s Parcel Numbers [APNs] 238- 221-22 and 238-201-41) totaling 16.75 acres. On the U.S. Geological Survey 7.5-minute, 1:24,000-scale Guasti, California topographic quadrangle map, the project is situated within Section 30, Township 1 South, Range 7 West of the San Bernardino Baseline and Meridian (see Figure 2). The properties, which are entirely developed for retail car dealership operations, are being considered for redevelopment as a 344,260-square-foot, concrete tilt-up commercial warehouse. No significant amounts of below-grade construction, such as basements or crawl spaces, are expected to be included in the proposed development. Cuts and fills of approximately two to four feet are expected to achieve the proposed site grades (Montes and Mitchel 2021).

As the lead agency, the City of Ontario has required the preparation of a paleontological assessment to evaluate the project’s potential to yield paleontological resources. The paleontological assessment of the project included a review of paleontological literature and fossil locality records for a previous project in the area, a review of the underlying geology, and recommendations to mitigate impacts to potential paleontological resources.

II. REGULATORY SETTING
The California Environmental Quality Act (CEQA), which is patterned after the National Environmental Policy Act, is the overriding environmental regulation that sets the requirement for protecting California’s paleontological resources. CEQA mandates that governing permitting agencies (lead agencies) set their own guidelines for the protection of nonrenewable paleontological resources under their jurisdiction.

State of California
Under “Guidelines for Implementation of the California Environmental Quality Act,” as amended in December 2018 (California Code of Regulations [CCR] Title 14, Division 6, Chapter 3, Sections 15000 et seq.), procedures define the types of activities, persons, and public agencies required to comply with CEQA. Section 15063 of the CCR provides a process by which a lead agency may review a project’s potential impact to the environment, determine whether the impacts are significant, and provide recommendations, if necessary. 1653
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Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________ 4 In CEQA’s Environmental Checklist Form, one of the questions to answer is, “Would the project directly or indirectly destroy a unique paleontological resource or site or unique geologic feature?” (Appendix G, Section VII, Part f). This is to ensure compliance with California Public Resources Code Section 5097.5, the law that protects nonrenewable resources, including fossils, which is paraphrased below:
a) A person shall not knowingly and willfully excavate upon, or remove, destroy, injure or deface any historic or prehistoric ruins, burial grounds, archaeological or vertebrate paleontological site, including fossilized footprints, inscriptions made by human agency, rock art, or any other archaeological, paleontological or historical feature, situated on public lands, except with the express permission of the public agency having jurisdiction over such lands.
b) As used in this section, “public lands” means lands owned by, or under the jurisdiction of, the state, or any city, county, district, authority, or public corporation, or any agency thereof.
c) A violation of this section is a misdemeanor.

City of Ontario
The Ontario Plan (TOP) 2050 Final Supplemental Environmental Impact Report (FSEIR) sets forth goals and policies for the City to manage future growth and land uses. According to Impact 5.7-6 of the FSEIR:

Ontario is underlain by deposits of Quaternary and upper-Pleistocene sediments deposited during Pliocene and early Pleistocene time. Quaternary Older Alluvial sediments may contain significant, nonrenewable, paleontological resources and are therefore considered to have high sensitivity. Older Pleistocene alluvial sediments can yield fossil remains, often found at depths of 10 feet or more below existing ground surface. As previously discussed, for the Approved TOP, the San Bernardino County Museum, Division of Geological Sciences, conducted the paleontological records search and found one previously known paleontological resource locality recorded by the Regional Paleontologic Locality Inventory, a computer database with positional and contextual data for more than 3,000 fossil localities throughout California and the southwestern United States. This review found one paleontological locality for the City area (SBCM 5.1.8). This locality yielded the remains of a mammoth from approximately 20 feet below the ground surface. As a result, the possibility of finding additional paleontological resources within City boundaries is moderate to high at depths of 10 feet or more below ground surface. (PlaceWorks 2022a)
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Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________ 5 To mitigate the potential impacts identified in Impact 5.7-6, the DSEIR proposes the following mitigation measures. These measures are also stated in the Mitigation Monitoring and Reporting Program of TOP 2050 (PlaceWorks 2022b):

Mitigation Measure MM 5-2: In areas of documented or inferred archaeological and/or paleontological resource presence, City staff shall require applicants for development permits to provide studies to document the presence/absence of such resources. On properties where resources are identified, such studies shall provide a detailed mitigation plan, including a monitoring program and recovery and/or in situ preservation plan, based on the recommendations of a qualified cultural preservation expert. The mitigation plan shall include the following requirements:
a) Archaeologists and/or paleontologist shall be retained for the project and will be on call during grading and other significant ground-disturbing activities. b) Should any cultural resources be discovered, no further grading shall occur in the area of the discovery until the Planning Director or designee is satisfied that adequate provisions are in place to protect these resources. c) Unanticipated discoveries shall be evaluated for significance by a San Bernardino County Certified Professional Archaeologist/Paleontologist. If significance criteria are met, then the project shall be required to perform data recovery, professional identification, radiocarbon dates, and other special studies; submit materials to a museum for permanent curation; and provide a comprehensive final report including a catalog with museum numbers. (PlaceWorks 2022a, 2022b)
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Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________ 6 III. GEOLOGY
The project is located in eastern Pomona Valley, the surface of which is covered by Holocene to late Pleistocene-aged, young eolian deposits, characterized as silt and medium- to fine-grained sand (green areas with red dots labeled “Qye” on Figure 3, after Morton and Miller 2006). Near the project are large areas of artificial fill (brown areas labeled “Qaf”). Various Holocene and late Pleistocene alluvial deposits lie to the east (deposits colored yellow). Deeper and older alluvial fan deposits underlie the young eolian deposits.

A project-specific geotechnical investigation was recently performed by Southern California Geotechnical (Montes and Mitchel 2021). The scope included drilling boreholes to depths of 20 to 25 feet, logging the geology, and collecting soil samples for analysis. Results indicate the parcels were covered with about 2.5 to 4.5 feet of undocumented disturbed or artificial fill soils. Below the artificial fill was alluvium to at least 25 feet deep, consisting of loose to medium dense silty, fine-grained sands; fine-grained sands; fine to medium-grained sands; and fine sandy silts, with varying fine to coarse gravel content. Montes and Mitchel (2021) recommended the over-excavation of the project to a depth of five feet to remediate the presence of the artificial fill, and to a depth of at least three feet below proposed building pad subgrade elevation, whichever is greater.

IV. PALEONTOLOGICAL RESOURCES
Definition
Paleontological resources are the remains of prehistoric life that have been preserved in geologic strata. These remains are called fossils and include bones, shells, teeth, and plant remains (including their impressions, casts, and molds) in the sedimentary matrix, as well as trace fossils such as footprints and burrows. Fossils are considered older than 5,000 years of age (Society of Vertebrate Paleontology 2010) but may include younger remains (subfossils) when viewed in the context of local extinction of the organism or habitat, for example. Fossils are considered a nonrenewable resource under state and local guidelines (see Section II).

Fossil Locality Records Search
A paleontological literature review and collections and locality records search was conducted for the project using records obtained for prior projects from the Division of Geological Sciences at the San Bernardino County Museum (SBCM), the Los Angeles County Museum of Natural History (LACM), the University of California Museum of Paleontology, and the Western Science Center (WSC) in Hemet, and data from published and unpublished paleontological literature. The resulting locality records search did not identify any previously recorded fossil localities from within the boundaries of the project. 1658
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Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________ 8 The closest locality is situated just over one mile east of the project along Champagne Avenue in Ontario, consisting of the remains of a Pleistocene-aged mammoth from a depth of about 20 feet below the surface (SBCM locality no. [loc.] 5.1.8; Jefferson 2009; PlaceWorks 2022a). Eight more localities (SBCM locs. 5.1.11, 5.1.14 to 5.1.17, and 5.1.19 to 5.1.21) are situated between two and five miles east of the project. The bones of large and small Pleistocene-age mammals, as well as the remains of terrestrial snails and freshwater clams, were recovered from these localities, mostly from clayey, silty sands from depths ranging from five to 21 feet below the surface when recorded. Mammals from these localities include three species of rodent, cottontail rabbit, bison, western camel, horse, Pacific mastodon, saber-toothed cat, and other unidentified large mammal remains.

The nearest known LACM-held locality lies between four and five miles to the south in Eastvale and consists of Pleistocene snake remains (LACM loc. 7811). The nearest known WSC-held locality is located over five miles to the southwest, near Merrill Avenue, yielding sparse mammalian remains that include a large bovid-like artiodactyl (even-toed grazer) from about five to seven feet deep (WSC locality no. WSC-2021-197; Wirths 2021).

V. PALEONTOLOGICAL SENSITIVITY
Overview
The degree of paleontological sensitivity of any particular area is based on a number of factors, including the documented presence of fossiliferous resources on a site or in nearby areas, the presence of documented fossils within a particular geologic formation or lithostratigraphic unit, and whether or not the original depositional environment of the sediments is one that might have been conducive to the accumulation of organic remains that may have become fossilized over time. Holocene alluvium is generally considered to be geologically too young to contain significant nonrenewable paleontological resources (i.e., fossils) and thus is typically assigned a low paleontological sensitivity. Pleistocene (over 11,700 years old) alluvial and alluvial fan deposits in the Inland Empire, however, often yield important terrestrial vertebrate fossils such as extinct mammoths, mastodons, and giant ground sloths, as well as extinct species of horse, bison, camel, saber-toothed cats, and others (Jefferson 2009). These Pleistocene sediments are thus accorded a high paleontological resource sensitivity.

Professional Standards
The Society of Vertebrate Paleontology (2010) has drafted guidelines that include four categories of paleontological sensitivity for geologic units (formations) that might be impacted by a proposed project, and are summarized below:
• High Potential: Rock units from which vertebrate or significant invertebrate, plant, or trace fossils have been recovered.
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Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________ 9 • Undetermined Potential: Rock units for which little information is available concerning their paleontological content, geologic age, and depositional environment, and further study is needed to determine the potential of the rock unit. • Low Potential: Rock units that are poorly represented by fossil specimens in institutional collections or, based on a general scientific consensus, that only preserve fossils in rare circumstances.
• No Potential: Rock units that have no potential to contain significant paleontological resources, such as high-grade metamorphic rocks and plutonic igneous rocks.

Using these criteria, based on nearby fossil localities in southern and eastern Ontario and southwestern Fontana, the mapped geology, and the geotechnical investigation (Montes and Mitchel 2021), the young eolian/alluvial deposits below the artificial fill at the project may be considered to have a low potential for paleontological resources, but increase to an undetermined to high potential for yielding significant paleontological resources with increasing depth and age.

City of Ontario Assessment of Paleontological Sensitivity The City of Ontario considers strata at depths of 10 feet or greater as having a moderate to high paleontological sensitivity. As such, the potential to uncover undiscovered paleontological resources is considered high (PlaceWorks 2022a: 5.7-17).

VI. CONCLUSIONS AND RECOMMENDATIONS
Potentially fossiliferous late Pleistocene alluvial fan deposits likely occur at depth below the project. These deposits underlie the Holocene young eolian deposits mapped at the surface (“Qye” on Figure 3). The occurrence of terrestrial vertebrate fossils at shallow depths from Pleistocene alluvial fan sediments across the Inland Empire is well documented. The high paleontological sensitivity rating typically assigned to Pleistocene alluvial fan sediments for yielding paleontological resources supports the recommendation that paleontological monitoring be implemented during mass grading and excavation activities in undisturbed Pleistocene alluvial fan sediments to mitigate any adverse impacts (loss or destruction) to potential nonrenewable paleontological resources. On the basis of these statements, a Paleontological Resources Impact Mitigation Program (PRIMP) is recommended, in accordance with Mitigation Measure MM 5-2 of the City of Ontario (PlaceWorks 2022b). The PRIMP shall be approved by the Planning Department of the City of Ontario prior to the issuance of the project’s grading permit. It is strongly recommended that the PRIMP should recommend part-time monitoring by a paleontological monitor of undisturbed deposits at the project starting at a depth of 10 feet below the surface, in accordance with the guidelines of the City of Ontario (PlaceWorks 2022a:

5.7-17). The duration and frequency of part-time monitoring shall be at the discretion of the County or City-qualified project paleontologist, based on stratigraphic and lithologic parameters 1661
Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________ 10 observed by the paleontological monitor.

If a fossil(s) is found at shallower depths, earth disturbance activities should be halted within a radius of 50 feet from the location of the fossil, and a qualified, project-level paleontologist shall be consulted to determine the significance of the fossilized remains. If the fossil is deemed significant by the paleontologist in consultation with the project’s Planning Director, full-time monitoring should be initiated at the project, in accordance with Mitigation Measure MM 5-2.

A suggested PRIMP is outlined below. When implemented with the provisions of CEQA, the City of Ontario (PlaceWorks 2022a, 2022b), and the guidelines of the Society of Vertebrate Paleontology (2010), this PRIMP would mitigate any adverse impacts (loss or destruction) to potential nonrenewable paleontological resources (fossils), if present, to a level below significant.

1. Monitoring of mass grading and excavation activities shall be performed by a qualified paleontologist or paleontological monitor. Starting at a depth of 10 feet, monitoring will be conducted part time in undisturbed sediments of alluvial fan deposits. The duration and frequency of part-time monitoring shall be at the discretion of the County- or City-qualified project paleontologist, based on stratigraphic and lithologic parameters observed by the paleontological monitor. If a significant fossil, as deemed by the project-level paleontologist, is discovered, fulltime monitoring shall be initiated at the project.

2. If a fossil(s) is found at a shallower depth, earth disturbance activities should be halted within a radius of 50 feet from the location of the fossil, and a project-level paleontologist shall be consulted to determine the significance of the fossilized remains. If the fossil is deemed significant by the project-level paleontologist in consultation with the project’s Planning Director, full-time monitoring shall be initiated at the project.

3. Paleontological monitors will be equipped to salvage fossils as they are unearthed to avoid construction delays. The monitor must be empowered to temporarily halt or divert equipment to allow removal of abundant or large specimens in a timely manner. Monitoring may be reduced if the potentially fossiliferous units are not present in the subsurface or, if present, are determined on exposure and examination by qualified paleontological personnel to have low potential to contain fossil resources. The monitor shall notify the project paleontologist, who will then notify the concerned parties of the discovery.

4. Paleontological salvage during trenching and boring activities is typically from the generated spoils and does not delay the trenching or drilling activities. Fossils will be collected and placed in cardboard flats or plastic buckets and identified by field number, collector, and date collected. Notes will be taken on the map location and 1662
Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________ 11 stratigraphy of the site, which will be photographed before it is vacated, and the fossils are removed to a safe place. On mass grading projects, discovered fossil sites will be protected by flagging to prevent them from being overrun by earthmovers (scrapers) before salvage begins. Precise location of the site is determined with the use of handheld GPS units. If the site involves remains from a large terrestrial vertebrate, such as a large bone(s) or a mammoth tusk, that is/are too large to be easily removed by a single monitor, a fossil recovery crew shall excavate around the find, encase the find within a plaster and burlap jacket, and remove it after the plaster is set. For large fossils, use of the contractor’s construction equipment may be solicited to help remove the jacket to a safe location.

5. In accordance with the “Microfossil Salvage” section of the Society of Vertebrate Paleontology guidelines (2010:7), bulk sampling and screening of fine-grained sedimentary deposits (including carbonate-rich paleosols) must be performed if the deposits are identified to possess indications of producing fossil “microvertebrates” to test the feasibility of the deposit to yield fossil bones and teeth.

6. In the laboratory, individual fossils will be cleaned of extraneous matrix, any breaks will be repaired, and the specimen, if needed, will be stabilized by soaking in an archivally approved acrylic hardener (e.g., a solution of acetone and Paraloid B-72).

7. Recovered specimens will be prepared to a point of identification and permanent preservation (not display), including screen-washing sediments to recover small invertebrates and vertebrates. Preparation of individual vertebrate fossils is often more time-consuming than for accumulations of invertebrate fossils.

8. Identification and curation of specimens into a professional, accredited public museum repository with a commitment to archival conservation and permanent retrievable storage (e.g., SBCM) shall be conducted. The paleontological program should include a written repository agreement prior to the initiation of mitigation activities. Prior to curation, the lead agency (e.g., the City of Ontario) will be consulted on the repository/museum to receive the fossil material.

9. A final report of findings and significance will be prepared, including lists of all fossils recovered and necessary maps and graphics to accurately record their original location(s). The report, when submitted to and accepted by the appropriate lead agency, will signify satisfactory completion of the project program to mitigate impacts to any potential nonrenewable paleontological resources (i.e., fossils) that might have been lost or otherwise adversely affected without such a program in place. 1663
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Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________ 13 PlaceWorks. 2022b. Mitigation Monitoring and Reporting Program. The Ontario Plan 2050 for City of Ontario, SCH No. 2021070364. Prepared for the City of Ontario by PlaceWorks, Santa Ana, California.

Wirths, T.A. 2021. Paleontological Monitoring Report for the Ontario 432 Project, City of Ontario, San Bernardino County, California (TR 18929 and 18930). Unpublished consulting report for Landsea Homes, Irvine, California, by Brian F. Smith and Associates, Inc., Poway, California.
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Paleontological Assessment for the Woodruff Logistics Center Project _____________________________________________________________________________________________________________________

APPENDIX A
Qualifications of Key Personnel
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Todd A. Wirths, MS, PG No. 7588
Senior Paleontologist
BFSA Environmental Services, A Perennial Company
14010 Poway Road  Suite A 
Phone: (858) 679-8218  Fax: (858) 679-9896  E-Mail: [email protected] Education
Master of Science, Geological Sciences, San Diego State University, California 1995 Bachelor of Arts, Earth Sciences, University of California, Santa Cruz 1992 Professional Certifications
California Professional Geologist #7588, 2003
Riverside County Approved Paleontologist
San Diego County Qualified Paleontologist
Orange County Certified Paleontologist
OSHA HAZWOPER 40-hour trained; current 8-hour annual refresher Professional Memberships
Board member, San Diego Geological Society
San Diego Association of Geologists; past President (2012) and Vice President (2011) South Coast Geological Society
Southern California Paleontological Society
Experience
Mr. Wirths has more than a dozen years of professional experience as a senior-level paleontologist throughout southern California. He is also a certified California Professional Geologist. At BFSA, Mr.

Wirths conducts on-site paleontological monitoring, trains and supervises junior staff, and performs all research and reporting duties for locations throughout Los Angeles, Ventura, San Bernardino, Riverside, Orange, San Diego, and Imperial Counties. Mr. Wirths was formerly a senior project manager conducting environmental investigations and remediation projects for petroleum hydrocarbonimpacted sites across southern California.

Selected Recent Reports
2019 Paleontological Assessment for the 10575 Foothill Boulevard Project, City of Rancho Cucamonga, San Bernardino County, California. Prepared for T&B Planning, Inc. Report on file at Brian F.

Smith and Associates, Inc., Poway, California.
2019 Paleontological Assessment for the MorningStar Marguerite Project, Mission Viejo, Orange County, California. Prepared for T&B Planning. Report on file at Brian F. Smith and Associates, Inc., Poway, California.
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BFSA Environmental Services, A Perennial Company, 2
2019 Paleontological Monitoring Report for the Nimitz Crossing Project, City of San Diego. Prepared for Voltaire 24, LP. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2019 Paleontological Resource Impact Mitigation Program (PRIMP) for the Jack Rabbit Trail Logistics Center Project, City of Beaumont, Riverside County, California. Prepared for JRT BP 1, LLC.

Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2020 Paleontological Monitoring Report for the Oceanside Beachfront Resort Project, Oceanside, San California. Prepared for S.D. Malkin Properties. Report on file at Brian F. Smith and Associates, Inc., Poway, California.
2020 Paleontological Resource Impact Mitigation Program for the Nakase Project, Lake Forest, Orange County, San California. Prepared for Glenn Lukos Associates, Inc. Report on file at Brian F.

Smith and Associates, Inc., Poway, California.
2020 Paleontological Resource Impact Mitigation Program for the Sunset Crossroads Project, Banning, Riverside County. Prepared for NP Banning Industrial, LLC. Report on file at Brian F. Smith and Associates, Inc., Poway, California.
2020 Paleontological Assessment for the Ortega Plaza Project, Lake Elsinore, Riverside County.

Prepared for Empire Design Group. Report on file at Brian F. Smith and Associates, Inc., Poway, California.
2020 Paleontological Resource Record Search Update for the Green River Ranch III Project, Green River Ranch Specific Plan SP00-001, City of Corona, California. Prepared for Western Realco. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2020 Paleontological Assessment for the Cypress/Slover Industrial Center Project, City of Fontana, San Bernardino County, California. Prepared for T&B Planning, Inc. Report on file at Brian F. Smith and Associates, Inc., Poway, California.
2020 Paleontological Monitoring Report for the Imperial Landfill Expansion Project (Phase VI, Segment C-2), Imperial County, California. Prepared for Republic Services, Inc. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2021 Paleontological Assessment for the Manitou Court Logistics Center Project, City of Jurupa Valley, Riverside County, California. Prepared for Link Industrial. Report on file at Brian F. Smith and Associates, Inc., Poway, California.
2021 Paleontological Resource Impact Mitigation Program for the Del Oro (Tract 36852) Project, Menifee, Riverside County. Prepared for D.R. Horton. Report on file at Brian F. Smith and Associates, Inc., Poway, California.
2021 Paleontological Assessment for the Alessandro Corporate Center Project (Planning Case PR-2020- 000519), City of Riverside, Riverside County, California. Prepared for OZI Alessandro, LLC.

Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2021 Paleontological Monitoring Report for the Boardwalk Project, La Jolla, City of San Diego.

Prepared for Project Management Advisors, Inc. Report on file at Brian F. Smith and Associates, Inc., Poway, California.
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ASSESSMENT
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Prepared for:

B9 Wanamaker Owner LLC
Prepared by:

Ramboll US Consulting, Inc.

Los Angeles, California
Date:

October 2021
Project Number:
1690023701
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SIGNATURE AND ENVIRONMENTAL PROFESSIONAL STATEMENT
We declare that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in §312.10 of 40 CFR 312.

We have the specific qualifications based on education, training, and experience to assess a property of the nature, history and setting of the subject property. We have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. ___________________________________
Alexis Hillman, PG, CHG
Senior Managing Consultant
___________________________________
Farshad Razmdjoo
Managing Principal
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CONTENTS

1. SUMMARY OF CONCLUSIONS 1

1.1 Site Summary 1

1.2 Recognized Environmental Conditions 1

1.3 Other Findings 1

1.4 Non-Scope Considerations 2

2. INTRODUCTION 4

2.1 Scope of Work 4

2.2 Significant Assumptions 5

2.3 Reliance and General Limitations 5

3. SITE DESCRIPTION 7

3.1 Site Setting 7

3.2 Current Use of the Site 10

4. REVIEW OF PUBLIC RECORDS AND OTHER INFORMATION SOURCES 12

4.1 Environmental Regulatory Database Review 12

4.2 Historical Uses of the Site and Adjacent Properties 16

4.3 Review of Local and State Agency Information 17

4.4 Previous Environmental Assessments and Activities 18

4.5 User-Provided Information 18

5. SITE RECONNAISSANCE 19

5.1 Methodology and Limiting Conditions 19

5.2 General Site Setting and Observations 19

6. FINDINGS, OPINION, AND CONCLUSIONS 25

6.1 Findings, Opinions, and Conclusions 25

6.2 Analysis of Data Gaps 27

7. ASTM DEFINITIONS 28
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FIGURES
Figure 1: Site Location Map
Figure 2: Site Layout

APPENDICES
Appendix A: Site Photographs
Appendix B: Environmental Database Report
Appendix C: Historical Research Documentation
C.1: Topographic Maps
C.2: Aerial Photographs
C.3: Abstract of City Directories
C.4: Historical Fire Insurance Maps
Appendix D: Previous Environmental Report
Appendix E: Environmental Lien Search
Appendix F: Qualifications of Environmental Professionals 1672

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1. SUMMARY OF CONCLUSIONS
Ramboll US Consulting, Inc. (Ramboll) was retained by B9 Wanamaker Owner LLC (the “client”) to perform a Phase I Environmental Site Assessment (ESA) of the site located at 1350 and 1375 South Woodruff Way in Ontario, California (herein referred to as the “facility” or the “site”), which is currently owned by Dennis A & Janet C Shannon Trustees. Ramboll’s assessment was conducted in connection with a potential purchase of the site. The objective of the Phase I ESA, which was conducted in conformance with the scope and limitations of ASTM International’s Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process E1527-13 (the “ASTM Standard”), was to identify Recognized Environmental Conditions (RECs), as defined in the ASTM Standard (see Section 7).

1.1 Site Summary
Citrus Motors operates a new and used auto dealer, auto servicing, and auto body shop located at 1350 (Citrus Kia) and 1375 (Citrus Ford) South Woodruff Way in Ontario, California. The approximately 16.01-acre site is developed with an approximately 10,600-square-foot building (herein referred to as the 1350 Building), which is located in the western portion of the site and an approximately 149,600-square-foot building (herein referred to as the 1375 Building).

The site was developed for agricultural (vineyard/orchard) use since at least 1938 until the early to mid-1980s when the eastern portion of the site was redeveloped for commercial/industrial purposes by Elixir Industries (manufacturer and fabricator of metal products). Construction of the 1375 Building was completed in 1987. In 1992, Janet C Shannon purchased the eastern portion of the site from Elixir Industries and in 1995, the western portion of the site was purchased by Janet C Shannon. In 1998, the 1350 Building was constructed on the western portion of the site. The site is currently owned by Dennis A & Janet C Shannon Trustees and has operated as an auto dealer, auto servicing, and auto body shop since 1992.

1.2 Recognized Environmental Conditions
Ramboll performed a Phase I ESA of the site located at 1350 and 1375 South Woodruff Way in Ontario, California in conformance with the scope and limitations of the ASTM Standard. Any exceptions to, or deletions from, this practice are described in Section 6.2 of this report. This assessment has revealed no RECs in connection with the site.

1.3 Other Findings
Although not considered a REC, Ramboll identified the following notable other findings. The term “other finding” is not defined by ASTM; rather, Ramboll uses the term to connote areas of contingent risk that are not clearly defined by the ASTM Standard. • Past Industrial/Commercial Operations at the Site. Elixir Industries occupied the eastern portion of the site from 1987 to 1992, but no detailed information is readily available in historical documents regarding Elixir Industries’ operations on-site. There is no readily available information as to the specific use of chemicals or petroleum products during this time period, but there is no indication that these operations were chemically intensive or involved the use of significant amounts of petroleum products or other hazardous substances. In addition, the site has operated as an auto dealer, auto servicing, and auto body shop including a paint booth since 1992. These operations have involved the use of petroleum products, solvents, paints, and other chemicals.

Since 1992, one below-grade feature (e.g., clarifier in the car wash area) has been used on-site that represents a potential conduit for chemicals and petroleum products to reach the subsurface.

Because Ramboll’s review did not identify documentation of a release, a suspected release, or a 1673

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potentially material threat of a release of a hazardous substance or petroleum product related to this matter, it is not considered a REC; however, absent further information regarding the specific nature of historical chemical use, chemical handling practices, and associated wastes, Ramboll cannot rule out the possibility that inadvertent spills or releases of chemicals or petroleum products may have occurred in the past.
• Past Use of Site for Agricultural Orchards. The site was previously used for agricultural purposes, including for vineyards/orchards, from at least 1939 until the 1980s. Past orchard operations may have involved the application of arsenical and lead-based pesticides commonly used on orchards in the first half of the 20th century, or other organic pesticides commonly used on orchards thereafter. Facility personnel reported no knowledge of past subsurface testing for any pesticides. Because Ramboll’s review did not identify documentation of a release, a suspected release, or a potentially material threat of a release of a hazardous substance or petroleum product related to this matter, it is not considered a REC; however, absent further information, the potential presence of these compounds in the site subsurface cannot be ruled out. Ramboll notes that this matter is unlikely to result in regulatory scrutiny, assuming no changes to site use for commercial purposes. Ramboll further notes that the use of such substances in this region (which is and has been historically widely used for fruit production) would have been fairly widespread and ubiquitous.

A discussion of de minimis conditions identified during this review (if any) is presented in Section 6.1 of this report.

1.4 Non-Scope Considerations
Ramboll identified the following findings that relate to non-scope considerations (as discussed in Section 2.2), as detailed below:
• Asbestos-Containing Materials (ACMs). The buildings were constructed after asbestos was generally phased out of use in most building material applications in the 1980s. Although the possibility that asbestos is present in the building materials cannot be ruled out, the facility is unlikely to have significant quantities of ACMs. According to facility personnel, formal asbestos survey has not been conducted at the facility.
• Water Intrusion/Mold. Ramboll did not perform a mold survey at the site; however, facility personnel provided information regarding past water intrusion events. According to facility personnel, the site has not experienced significant water intrusion events. • Lead. Lead was a major ingredient in paint pigment prior to and through the 1940s. While other pigments were used in the 1950s, the use of lead in paint continued until the early 1970s. In 1978, the Consumer Products Safety Commission banned paint and other surfacing coating materials that are “lead-containing paint.” Based on the construction dates of the buildings in the 1987 and 1998, it is unlikely that lead-based paint was used historically on facility structures.

Facility personnel knew of no lead-based paint on structures at the facility. Ramboll observed the paint to be in generally good condition.
• Radon. Based on information included in the environmental database report, the site is located in an area categorized as Zone 2, which has average indoor basement radon levels between 2 and 4 picoCuries per liter (pCi/L). The United States Environmental Protection Agency’s (USEPA’s) continuous exposure limit, which is the limit at which further testing or remedial action is suggested, is 4.0 pCi/L. This USEPA continuous exposure limit applies to residential, not commercial, properties. According to the California Radon database, of 7 radon test results in the 1674

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same zip code as the site, none were greater than 4 pCi/L. The median first floor radon value for 18 sites surveyed in San Bernardino County was 0.678 pCi/L. 1675

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2. INTRODUCTION

2.1 Scope of Work
Ramboll conducted a Phase I ESA of the Citrus Motors facility located in Ontario, California. The Phase I ESA relied upon the references noted below and included the following tasks:
• A visit to the site by Stephanie Eckelman of Ramboll on October 6, 2021 to observe the exterior and interior features of the site and to identify the uses and conditions specified in Sections 9.4.1 through 9.4.4.7 of the ASTM Standard. In addition, Ramboll observed the adjoining properties from the site or adjacent public thoroughfares. Photographs taken during the site visit are presented in Appendix A.
• An interview during the site visit with the following individual (year of initial hire at the site indicated in parentheses): Mario Ramos, Citrus Motors Service Manager (2002). The aforementioned individual is referred to herein as “facility personnel”. The facility personnel interviewed by Ramboll were identified by the Company as having good knowledge of the uses and physical characteristics of the site.
• A review of information contained in federal and state environmental databases, as obtained from the sources noted below:
− A radius report prepared by EDR, Inc. (EDR, see Appendix B), which presents the results of searches of federal and state databases for the site, as well as properties near the site. The radius searched for each database, as well as the databases themselves, was selected in accordance with the ASTM Standard.
− The United States Environmental Protection Agency’s (USEPA’s) EnviroFacts database, which provides site information contained in multiple USEPA regulatory databases. − The California State Water Resources Control Board (SWRCB) GeoTracker database and the Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s EnviroStor (EnviroStor) database for the site and immediately adjacent properties, which contain information about certain regulated facilities in California. − A review of the California Geologic Energy Management Division (CalGEM) website, which provides information regarding the locations of oil and gas wells on and in the vicinity of the site.
− A review of the National Pipeline Mapping System (NPMS) Public Viewer website, which provides information regarding the locations of hazardous liquid and gas pipelines on and in the vicinity of the site.
• A review of standard historical sources (included as Appendix C) and local agency inquiries, as defined in the ASTM Standard. The following resources were reviewed:
− Readily available historical sources (as identified in Section 4.2 of this report and included as Appendix C) to develop a history of the previous uses of the site and surrounding area. − Historical and site-specific information obtained from the following local agencies: the San Bernardino County Assessor’s Office (Assessor) and the San Bernardino County Fire Department (Fire Department). Ramboll also requested information from the Ontario Fire Department and San Bernardino County Environmental Health Department (EHD), but personnel from these agencies reported having no information pertaining to the site. 1676

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• A review of documents provided to Ramboll by facility personnel included the following previous environmental assessment report, which is included as Appendix D:
− Phase I Environmental Site Assessment, Citrus Ford, 1375 South Woodruff Way, Ontario, California, prepared by Panthers Engineering and Science Inc. (Panthers), dated March 16, 2020 (the “2020 Phase I report”).
• A review of physical setting sources, as defined in the ASTM Standard, including:
− The current United States Geological Survey (USGS) 7.5-minute topographic map that shows the area on which the site is located.
− Geologic, hydrogeologic, or hydrologic sources as provided in the environmental database report and in the previous environmental reports for the site, as listed above. • A search for environmental liens or other activity and use limitations (AULs) for the site, provided by the third-party database provider (as shown in Appendix E). Ramboll ordered the lien search using the parcel numbers believed to be associated with the site, as obtained from the local tax assessor’s office and other online resources.
• A review of any information provided by the user of this assessment, including information consistent with Appendix X3 of the ASTM Standard. Pertinent information, if any, is discussed in the appropriate sections of this report.

This assessment was conducted in accordance with the methodology specified in ASTM Standard E1527-13, as agreed upon by Ramboll and B9 Wanamaker Owner LLC in September 2021. The standard ASTM scope was expanded to include a limited review of asbestos-containing materials, leadbased paint, mold, or radon, based solely on: (i) the ages of the building (and prior reports, if any), for the potential presence of asbestos and lead-based paint; (ii) information and answers provided on a water intrusion questionnaire to be completed during the site walk with site representatives for the potential presence of mold, and (iii) information provided in the EDR report for the potential presence of radon.

2.2 Significant Assumptions
In conducting this review, no significant assumptions were made, except for the following:
• Site-specific field measurements or other detailed hydrogeological information was not publicly available or reasonably ascertainable. In the absence of such data, Ramboll has assumed that the flow direction of shallow groundwater beneath the site and in the local vicinity generally mimics surface topography. Therefore, in evaluating potential on-site impacts from off-site sources, those off-site facilities not located adjacent to or within one-quarter mile upgradient of the site are not considered to represent a significant concern to the site. This interpretation is based on the assumption that a hazardous material released to the subsurface generally does not migrate laterally within the unsaturated soil for a significant distance, although a hazardous material can migrate in the groundwater in a generally downgradient direction. There are, however, limits to this interpretation

2.3 Reliance and General Limitations
This report has been prepared for the exclusive use of B9 Wanamaker Owner LLC and may not be relied upon by any other person or entity without Ramboll’s prior express written permission.

This report is considered current only for a period of 180 days from the site inspection. The conclusions presented in this report represent Ramboll’s professional judgment based upon the 1677

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ONTARIO, CALIFORNIA
Ramboll 6 Environment & Health
information available and conditions existing as of the date of this report. In performing its assignment, Ramboll must rely upon publicly available information, information provided by the client, and information provided by third parties. Accordingly, the conclusions in this report are valid only to the extent that the information provided to Ramboll was accurate and complete. This review is not intended as legal advice, nor is it an exhaustive review of site conditions or facility compliance.

Ramboll makes no representations or warranties, expressed or implied, about the conditions of the site.

Ramboll’s scope of work for this assignment did not include collecting samples of any environmental media. As such, this review cannot rule out the existence of latent conditions including contamination not identified and defined by the data and information available for Ramboll’s review; however, this report is intended, consistent with normal standards of practice and care, to assist the client in identifying the risks of such latent conditions.

The scope of work for this assessment did not include an asbestos survey or inspection. According to federal OSHA regulations (29 CFR §1910.1001) and the Model Accreditation Plan (MAP; 40 CFR Part 763, Subpart E, Appendix C), the inspection, testing, evaluation, and/or sampling of suspect asbestos-containing materials must be conducted by an accredited inspector; these activities were not performed as part of this environmental review. Comments in this report regarding the condition of building materials at the site, including presumed or suspect ACMs, represent only Ramboll’s observations at the time of the site visit and are not intended to be consistent with definitions regarding ACMs condition in the Asbestos Hazard Emergency Response Act (AHERA) or in other federal or state asbestos regulations or industry standards.

Other issues considered outside the scope of the ASTM Standard and this review include lead in drinking water, wetlands, polychlorinated biphenyls (PCBs) in building materials, cultural and historic resources, ecological resources, endangered species, fire safety, and high voltage power lines. 1678

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3. SITE DESCRIPTION

3.1 Site Setting
Dennis A and Janet C Shannon Trustees own the site, which is leased by Citrus Motors to operate an auto dealer, auto servicing, and auto body shop located at 1350 and 1375 South Woodruff Way in Ontario, California (the “site” or the “facility”). The approximately 16.01-acre site is located approximately 6 miles east of downtown Ontario, California (Figure 1).

According to the Assessor’s Office, the site comprises assessor’s parcel numbers (APNs) 0238-201-41- 0000 and 0238-221-22-0000.

The site is developed with an approximately 10,600-square-foot building (herein referred to as the 1350 Building), which is located in the western portion of the site and an approximately 149,600-square-foot building (herein referred to as the 1375 Building), which is located in the eastern portion of the site. The buildings house auto sale showrooms, auto servicing, and auto body shop operations (Figure 2).

The primary site access is via East Jurupa Street along the southern site boundary. South Woodruff Way splits the site into two parcels with the 1350 Building to the west and the 1375 Building to the east. Each building has an associated asphalt parking lot. There are no on-site surface water bodies.

Table 1 provides an overview of physical setting and utility information for the site.

Table 1: Physical Setting and Utility Information
Conditions Source Description
Topography
Elevation (above
mean sea level)
USGS
topographic map;
Google Earth
Ranges from approximately 910 feet near the southern site boundary to approximately 916 feet near the northern site boundary.

Topographic
Gradient
USGS
topographic map;
visual
observations
Relatively flat on-site, with a gentle downward slope to the south.

Regional topography is also relatively flat and slopes gently downward to the south.
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Table 1: Physical Setting and Utility Information
Conditions Source Description
Local Land Use Visual
observations
The facility is located in a mixed industrial and commercial land use area.

North: Wanamaker Avenue, followed by Vecelo, Chinese Laundry DC, Sunlight Supply, DSM Nutritional Products, and an unlabeled warehouse building.

East: Commercial and warehouse properties including Webber EMI, Maney Aircraft, Universal Plastic Bag Manufacturing, and Ace Calendaring Enterprises. The 15 (Ontario) Freeway lies beyond.

South: Verizon transformer station, Carl’s Jr, and an ARCO service station, followed by East Jurupa Street and Toyota North American Parts facility.

West: South Rockefeller Avenue, followed by commercial warehouse buildings including Nexen Tire Distribution Center, and Converse.

Milliken Avenue is beyond.

Ramboll did not observe any conditions on adjacent properties that represent a potential contamination concern to the site, other than the ARCO service station adjacent to the southwest of the site. See Section 4.1 for additional information on the ARCO service station.

Nearest
Residence
Visual
observations
Approximately 1.9 miles northwest of the site.

Hydrology
Storm Water
Runoff
Visual
observations
Percolates into the ground surface at landscaped areas or enters catch basins that discharge to the municipal storm sewer system.

Nearest Surface
Water Body to the
Site
USGS
topographic map;
Visual
observations
Day Creek and an unnamed reservoir are located approximately

0.7 miles southeast at the nearest point. Day Creek is a tributary of the Santa Ana River, which ultimately discharges into the Pacific Ocean.

Flood Plain FEMA*; Facility
personnel
Facility personnel reported no known occurrences of flooding at the site. The site is not located within a 500-year flood zone.

Wetlands NWI*; Visual
observations
There are no federally-designated wetlands on-site, although wetland areas are present approximately 0.7-mile southeast of the site.

Ramboll did not identify any obvious suspected wetlands at the site during the site visit.

Geology and Hydrogeology
Presumed
Direction of
Shallow
Groundwater Flow
USGS
topographic map
Based on the topographic gradient and the southerly flow direction of the Dry Creek, shallow groundwater likely flows to the south. 1680

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Table 1: Physical Setting and Utility Information
Conditions Source Description
Depth to
Groundwater
Not readily
available; US EPA
Environmental
Indicator
Signature PageGroundwater
Information not readily available. However according to a vicinity property approximately one mile northeast of the site, the uppermost aquifer unit in the Chino Basin varies between approximately 123 and 705 feet below ground surface (bgs). Groundwater is likely approximately 300 feet bgs.

On-site Wells Facility
personnel; Visual
observations
No production, monitoring, or injection wells on-site.

Oil & Gas Wells Facility
personnel; Visual
observations;
CalGEM
No oil & gas wells were identified on-site.

On-Site
Hazardous Liquid
and Gas Pipelines
NPMS Public
Viewer website
There are no gas transmission or hazardous liquid pipelines on or adjacent to the site.

Nearest
Groundwater
Supply Wells
Database report One federally registered well is present between one-eighth mile and one-quarter mile west-southwest of the site; it is not registered as a public supply well. Thirteen state-registered wells that may be used for water supply are present within one-eighth mile and one mile in multiple directions of the site.

Geologic
Conditions
NCSS*; US EPA
Environmental
Indicator
Signature PageGroundwater
Regional soils are from the Delhi unit, which is comprised of somewhat excessively drained fine sands with high infiltration rates. The average lithologic unit underlying the area around the site is characterized as being moderately well-sorted, subrounded and fine to medium grained sand. Soils in the vicinity of the site appear to be fine to coarsegrained sand to silty sand with interbedded sandy silts within the top 10 to 25 feet.

Site Utility Information
Heating and
Cooling
Equipment
Facility personnel The parts, sales and service office areas in the 1375 Building are heated and cooled via packaged HVAC units. The 1350 Building contains packaged roof-top units for heating and cooling.

The shop floor at the 1375 Building is cooled by approximately 8 evaporative “swamp” coolers.

Natural Gas
Service
Facility personnel The site is provided with natural gas service from Southern California Gas Company.

Use of Fuel Oil for
Building Heat
Facility personnel No known current or former use of fuel oil for building heat. 1681

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Table 1: Physical Setting and Utility Information
Conditions Source Description
Foam-based Fire
Suppression
System
Facility personnel According to facility personnel, the site is not equipped with a built-in foam-based fire suppression system.

Water Supply Facility personnel The facility receives drinking water from Ontario Water Utility Department.

Sanitary Sewer Facility personnel The facility discharges wastewater to the municipal sanitary sewer system.

Septic Systems Facility personnel No identified current or former septic systems.

Notes:

FEMA = Federal Emergency Management Agency; NCSS = National Cooperative Soil Survey; NWI = National Wetlands Inventory
* - Source was provided in the environmental database report.

During the site visit, Ramboll walked or drove by the borders of the properties that are adjacent to the site.

Ramboll did not enter the neighboring properties.

3.2 Current Use of the Site

3.2.1 Current Operations
Citrus Motors employs 168 individuals in the operation of a new and used automobile dealership and repair service facility. Major operations at the 1350 Building are limited to sales and office operations with an associated paved parking lot area. Major operations conducted at the 1375 Building include new and used vehicle sales, vehicle servicing, vehicle painting and body shop repair, vehicle washing, and office functions. The service areas include numerous service bays, automotive fluid collection receptacles, and 78 aboveground hydraulic lifts comprised of a hydraulic oil reservoir (up to three gallons in size) affixed to an adjacent post that feeds an in-line canister affixed to the lift. Three spray-paint booths are located within the body-shop area. One vehicle washing area is located in the southern portion of the 1375 Building and is connected to one three-stage subsurface clarifier, which conveys wastewater to the sanitary sewer. A car rim accessory detail area noted as the “rim shop” is located in the northern portion of the 1375 Building.

Ancillary operations include the operation of support equipment (e.g., four aqueous parts washers, eight roof-top evaporators, welding machines, metal brake grinders, two air compressors, one propane powered forklift, one scissor lift, one boom lift, and a deionization system for the automobile wash), the receipt of vehicle parts and maintenance-related chemicals, the management of maintenance-related wastes, and administrative operations.

The primary raw material used at the site is motor oil, and smaller quantities are used of automatic transmission fluid, antifreeze (coolant), other automotive fluids (e.g., brake fluids, oils, greases, and lubricants), non-chlorinated aqueous degreasers, vehicle washing soap, paints, and thinners. In addition, the facility uses automotive air conditioning refrigerant and maintenance-related materials, such as non-chlorinated degreasers and detergents.
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According to facility personnel, Citrus Motor operations have remained generally consistent during its period of occupancy at the facility. Facility personnel were not aware of any historical use of chlorinated solvents at the site; however, Citrus Motors was not the original occupant of the majority of the site and chemical use prior to Citrus Motors occupancy is unknown.

3.2.2 Waste Management
Hazardous wastes generated at the 1375 Building consist primarily of used oil, antifreeze, waste oil and fuel filters, transmission fluid, waste paint, clarifier sludge, and spent automotive batteries. The used cartridge paper filters and used metal oil filters are collected in 55-gallon drums, the used antifreeze is collected in two large totes, and the used oil is collected in a 2,000-gallon double-walled aboveground storage tank. Waste paints and paint-related solvents associated with the spray paint booths are mostly stored in 55-gallon drums on secondary containment adjacent to the spray paint booths. Waste fuel collected from customer vehicles is stored within one 55-gallon drum located in the repair service area. Wastes are stored near the generation area until off-site shipment to permitted waste management facilities by CleanTech on a quarterly basis, with the exception of spent automotive batteries, which are returned to the battery supplier. Hazardous waste is not generated at the 1350 Building.

Nonhazardous waste generated at the site consists of general trash, scrap metal, waste vehicle tires, and wooden pallets. General facility trash is collected in 4-cubic yard dumpsters located around the site for removal by the City of Ontario Integrated Waste Department. Waste vehicle tires, scrap metal, and pallets are recycled off-site by a third-party hauler.

3.2.3 Wastewater and Storm Water
Sanitary wastewater, which includes wastewater from bathroom, break room and kitchen areas, is discharged to the municipal sanitary sewer system.

Process wastewater generated by the facility consists primarily of paint supply wash water, automobile wash water, and floor mop water. Paint supply wash water is collected in 55-gallon drums for off-site shipment by CleanTech. Automobile wash water and floor and scrubber mop water is directed through trench drains, into a three-stage clarifier before entering the sanitary sewer system. CleanTech cleans out the clarifier every two years. Air compressor condensate is discharged onto the concrete floor within the building.

Storm water at the site infiltrates into landscaped areas or is directed via concrete drainage swales to storm drains. These storm drains discharge the storm water to the municipal storm sewer system located along either South Woodruff Way or South Rockefeller Avenue.

3.2.4 Air Emissions
Air emissions from the facility are limited to combustion products resulting from the operation of the site’s packaged comfort heating and air conditioning system, welding emissions from minor maintenance welding operations, and volatile organic compounds (VOCs) from the site’s three spraypaint booths. Control equipment associated with the spray booths appeared to be a vacuum and filter system.
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4. REVIEW OF PUBLIC RECORDS AND OTHER

INFORMATION SOURCES

4.1 Environmental Regulatory Database Review
Ramboll contracted with EDR in September 2021 to prepare of summary of listings in federal and state agency databases for the site and facilities within applicable radii of the site, as specified by the ASTM standard.0F
1 A copy of the environmental database search report is presented in Appendix B.

4.1.1 Database Review for Site
Ramboll reviewed the results of the state and federal environmental database searches performed by the third-party database provider (see Appendix B) and also reviewed information available in the GeoTracker and EnviroStor databases. The site is listed on numerous environmental databases, as discussed in Table 2.

Table 2: Summary of Environmental Database Listings for the Site Summary of Information Contained in Database Ramboll’s Comments Citrus Motors is listed in the California Environmental Protection Agency Regulated Site Portal (CERS) HAZ WASTE, CERS TANKS, Aboveground Storage Tank (AST), Resource
Conservation Recovery Act (RCRA) small quantity generator (SQG), and San Bernardino County Permit (San Bern Co
Permit) databases.

The site is listed as having a registered 7,400-gallon
petroleum AST.

The site is currently listed as a large quantity generator (LQG); however, historically the site operated as a SQG generating wastes including off-specification, aged/surplus organics, other inorganic solid waste, unspecified organic liquid mixture, unspecified solvent mixture, other organic solids, aqueous solution with < 10 total organic residue, and liquids with halogenated organic compound > 1,000 mg/L
(milligrams per liter). The site has received violations in 2016 and 2019 relating to hazardous materials
storage/handling requirements. The listing indicates that the facility achieved compliance during follow up inspections following each violation.

Compliance related listings do not suggest a
contamination concern to the site. Wastes
generated at the site are further discussed in
Section 3.2.2.

The 7,400 gallon AST is no longer present.

Current AST storage is summarized in
Section 5.2.2
Notes:
* The site is also listed on the following databases related to regulatory compliance: Facility Index System/Facility Registration System (FINDS), Enforcement & Compliance History Information (ECHO), Facility and Manifest Data (HAZNET), and Hazardous Waste Tracking System (HWTS), and CERS. Listings on these databases, by themselves, are not necessarily indicative of contamination.

4.1.2 Database Review for Adjoining Properties
Based on a review of the environmental database search report, Ramboll identified the adjoining properties listed in Table 3 on databases indicative of a potential contamination concern. 1 EDR uses the term “radii” to refer to the ASTM terminology “approximate minimum search distance” in the environmental database report.
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Table 3: Contamination-Related Database Listings for Adjoining Properties 1 Listing Name or
Address and
Location Relative to
the Site
Summary of Information Contained
in Database Ramboll’s Comments
Carl’s Junior #668
4555 Jurupa Avenue
(Adjoining to the
south)
The property is listed on the California
Hazardous Material Incident Report
System (CHMIRS) and San Bern Co
Permit database for a release of
gasoline in 2001. According to the
listing, 5-gallons of gasoline was
released from a ruptured gas tank of a
passenger vehicle. The gasoline
reportedly entered the storm drain.

The status of cleanup is unreported.

Given the small quantity of gasoline released
and that the incident is not currently under
regulatory scrutiny, this matter is unlikely to
present an environmental concern to the site.

Auto Chargers
4525 Jurupa Avenue
(Adjoining to the
south)
The property is listed on the CERS
HAZ WASTE, CERS TANKS, San Bern
Co Permit, underground storage tanks
(UST), and EDR Exclusive Historical
Auto Stations (EDR HIST AUTO)
databases. According to the listings,
the property is listed as a generator of
hazardous waste. The property
received several violations in 2014,
2015, 2016, 2017, and 2018 relating
to faulty sensor equipment, secondary
containment failures, and hazardous
waste storage requirements.

The property is also listed as having
registered USTs at the property. The
property was listed as a gasoline
service station from 2007 to 2014.

Listings on these databases, by themselves,
are not necessarily indicative of
contamination.

Arco Service Station
#5965
4525 Jurupa Avenue
(Adjoining to the
south)
The property is listed on the UST and
RCRA NonGen/NLR databases.

According to the listings, the property
is listed as a non-generator of
hazardous waste in 2009; however,
historically the property operated as a
SQG generating wastes including
ignitable waste and benzene. No
violations were reported. The property
also has registered USTs.

Listings on these databases, by themselves,
are not necessarily indicative of
contamination.

Frontier California
Airport
1315 Wanamaker
Avenue
(Adjoining to the
north)
The property is listed on the San Bern
Co Permit database for having an
active hazardous material (“hazardous
materials 1-3 chemicals special”)
permit. No further information is
provided.

Listings on this database, by itself, is not
necessarily indicative of contamination.
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Table 3: Contamination-Related Database Listings for Adjoining Properties 1 Listing Name or
Address and
Location Relative to
the Site
Summary of Information Contained
in Database Ramboll’s Comments
Ace Calendaring Ent.

Corp.
1311 Wanamaker
Avenue
(Adjoining to the
east)
The property is listed on the CERS
HAZ WASTE, RCRA non-generator/no
longer regulated (NonGen/NLR), San
Bern Co Permit, and CERS databases.

According to the listing, the property
is listed as a generator of hazardous
waste generating wastes including
other organic solids and waste
oil/mixed oil. The property has
received several violations in 2014,
2017, and 2021 relating to hazardous
material requirements. The listing
indicates that the property achieved
compliance during follow up
inspections following each violation.

The property formerly operated as a
non-generator of hazardous waste.

Listings on these databases, by themselves,
are not necessarily indicative of
contamination.

Gantom Industries
1311 Wanamaker
Avenue
(Adjoining to the
east)
The property is listed as a RCRA-SQG
in 1994. No violations are reported.

Listings on this database, by itself, is not
necessarily indicative of contamination.

Maney Aircraft Inc
1305 S Wanamaker
Avenue
(Adjoining to the
east)
The property is listed on the RCRA
NonGen/NLR, CERS HAZ WASTE,
CERS TANKS, San Bern Co Permit,
and CERS databases. According to the
listings, the property has a registered
petroleum AST. The property is also
listed as a SQG of hazardous waste.

The property has received several
violations in 2016 relating to
hazardous material requirements. The
listing indicates that the property
achieved compliance during follow up
inspections following each violation.

Listings on these databases, by themselves,
are not necessarily indicative of
contamination.
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Table 3: Contamination-Related Database Listings for Adjoining Properties 1 Listing Name or
Address and
Location Relative to
the Site
Summary of Information Contained
in Database Ramboll’s Comments
Emission Methods Inc
DBA Webber EMI
1307 S Wanamaker
Avenue
(Adjoining to the
east)
The property is listed on the RCRA
NonGen/NLR, CERS HAZ WASTE, San
Bern Co Permit, and CERS databases.

According to the listings, the property
is listed as a conditionally exempt SQG
of hazardous waste. The property has
received several violations in 2014
and 2018 relating to hazardous
material requirements. The listing
indicates that the property achieved
compliance during follow up
inspections following each violation.

Listings on these databases, by themselves,
are not necessarily indicative of
contamination.

Universal Plastic Bag
Manufacturing
Company
1309 S Wannamaker
Avenue
(Adjoining to the
east)
The property is listed on the RCRA
NonGen/NLR, CERS HAZ WASTE, San
Bern Co Permit, and CERS databases.

The property is listed as a conditional
exempt SQG of hazardous waste. The
property received various violations in
2014, 2017, 2019, and 2020 relating
to administrative, hazardous materials
labeling/disposal requirements. The
listing indicates that the property
achieved compliance during follow up
inspections following each violation.

Listings on these databases, by themselves,
are not necessarily indicative of
contamination.

Notes:
1 Ramboll’s analysis of adjoining properties was based on observations made during the site reconnaissance (as discussed in Table 2) and location information for off-site listings as presented in the database report.

Also, for purposes of this analysis, Ramboll considers as “adjoining” properties that are adjacent, even if separated by a road or other physical barrier. Ramboll has not included a discussion of compliance-related databases in this table, as Ramboll considers it unlikely that off-site properties listed on compliance-related databases without indication of a release or chemical mishandling represent a potential risk for contamination to the site.

4.1.3 Database Review for Other Surrounding Properties
There are several listings in the environmental database report for non-adjoining off-site facilities within applicable ASTM search radii; however, Ramboll has not identified any properties that are likely to represent a potential contamination concern to the site.

The database report indicates that poor or inadequate address information was available for several properties located in the vicinity of the site; therefore, these properties could not be readily mapped by the third-party provider. Because the location of these properties with respect to the site could not be evaluated, Ramboll is limited in its ability to express an opinion regarding the potential for impact to the site from these properties. It was beyond the scope of this review to accurately locate each of 1687

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the unmapped properties identified by the third-party provider; however, Ramboll reviewed the list of unmapped properties and verified that none appeared to be adjacent to the site.

4.2 Historical Uses of the Site and Adjacent Properties

4.2.1 Past Uses of the Site
The site was developed for agricultural (vineyard/orchard) use since at least 1938 until the early to mid-1980s when the eastern portion of the site was redeveloped for commercial/industrial purposes by Elixir Industries (manufacturer and fabricator of metal products). Construction of the 1375 Building was completed in 1987. In 1992, Janet C Shannon purchased the eastern portion of the site from Elixir Industries and in 1995, the western portion of the site was purchased by Janet C Shannon. In 1998, the 1350 Building was completed on the western portion of the site. The site is currently owned by Dennis A & Janet C Shannon Trustees and has operated as an auto dealer, auto servicing, and auto body shop since 1992.

A summary of Ramboll’s key observations from the available historical sources is presented in Table 4.

Table 4: Summary of Key Observations from Historical Sources for the Site Historical Source Key Observations Regarding Site History Aerial Photographs
(1938, 1948, 1953, 1959,
1967, 1975, 1985, 1989,
1990, 1994, 2002, 2006,
2009, 2012, and 2016
Satellite Imagery 1
(1985 to 2021)
The site appears developed for agricultural purposes (vineyard/orchard) from at least 1938 until the mid-1980s when the site and surrounding properties were developed for commercial and industrial purposes. In the 1985 photograph, a small structure is present in the western portion of the site. The 1989 photograph shows the eastern 1375 Building and associated parking lot developed in the eastern portion of the site along with the small structure in the western portion of the site. By the early 2000s, the 1350 Building and associated parking lot is constructed in the western portion of the site and the small structure that was present in the western portion of the site appears to have been demolished. The 2002 and subsequent photographs show the site in its present configuration, with two buildings present and associated parking lots. No concerns are noted.

Topographic Maps
(1897 to 2012)
No development is depicted on the maps until 1953 when the site appears to be used for agricultural purposes (vineyard/orchard) up until 1981. The 2012 map depicts the site as developed with a roadway traversing from north to south in the center of the site. No concerns are noted.

City Directory Abstracts
(1923, 1928, 1950, 1957,
1960, 1964, 1994, 1995,
1999, 2001, 2004, 2009,
2015)
The occupants for the 1350 Building include Ontario Kia (2014) and Citrus Kia (2014 and 2017).

The occupants for the 1375 Building include Citrus Lincoln Mercury (1999), Citrus Motors Ontario (2003, 2008, 2009, 2014, and 2017), Citrus Ford (2003, and 2008), Hertz (2004, 2008, and 2009), and Citrus Motors Auto Body (2003, 2008, 2014, and 2017),
Lien search report The lien search report indicates that Dennis A & Janet C Shannon Trustees acquired the western portion of the site in 1995 from Janet C Shannon and the eastern portion of the site from Bombay Partners LP in 1996. No liens or activity and use limitations (AULs) are associated with the site. 1688

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Table 4: Summary of Key Observations from Historical Sources for the Site Historical Source Key Observations Regarding Site History San Bernardino County
Assessor’s Portal
According to the Assessor’s website, the site comprises APN 0238-201-41-0000 (5.5-acres) and 0238-221-22-0000 (10.51-acres). The approximately 1375 Building was constructed in 1987 and the 1350 Building was constructed in 1998.

Janet C Shannon purchased the western portion of the site in 1992 from Elixir Industries who owned the western portion of the site since 1986.

Operations and chemical use/storage during Elixir Industries (a manufacturer and fabricator of metal products) occupancy at the site from 1987 to 1992 are unknown.

San Bernardino County Fire
Department (Fire
Department)
Fire Department records indicate that a former address associated to the site is 1315 Wanamaker Drive.

Notes:
1 In addition to aerial photographs provided by the third-party provider, Ramboll viewed historical satellite imagery provided via Google Earth. Printed copies were not obtained, and imagery dates were not independently verified.

The third-party provider reported that Sanborn fire insurance map coverage is not available for the site.

4.2.2 Past Uses of Adjacent Properties
The properties in the vicinity of the site have primarily been used for agricultural purposes (vineyard/orchard) since as early as the late 1930s to approximately the mid-1980s. By the late 1980s, most of the surrounding properties to the north appear to have been developed with commercial and industrial buildings and by the early 2000s, properties to the south, east, and west, have been developed with commercial and industrial buildings. Notable operations on surrounding properties include the Arco gas station (adjacent to the south and west), a Toyota auto parts manufacturing facility to the south, and a Universal Plastic Bag Manufacturing Company facility to the east.

4.3 Review of Local and State Agency Information
Ramboll visited or otherwise contacted local governmental agencies and regulatory bodies for information relating to the site. An overview of the findings of this review is presented in Table 5.

Table 5: Local Agency Information for the Site
Agency Contacted/
Document Reviewed Information Obtained
City of Ontario’s
Building Department
(Building Department)
Ramboll requested records from the Building Department requesting information pertaining to historical site information including historical permits, and certificates of occupancy.

Records received from the Building Department include wall signs, electric, plumbing, sewer/water permits that were approved.
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Table 5: Local Agency Information for the Site
Agency Contacted/
Document Reviewed Information Obtained
City of Ontario’s Fire
Department
Ramboll requested records from the City of Ontario’s Fire Department requesting information pertaining to UST closures and emergency/environmental responses at the site. The City of Ontario’s Fire Department indicated that records were held at the San Bernardino County Fire Department, as the county fire department is the Certified Unified Program Agency (CUPA).

San Bernardino County
Fire Department (Fire
Department)
Ramboll requested records from the Fire Department requesting information pertaining to UST closures and emergency/environmental responses at the site. The Fire Department indicated that the facility has several active permits including a LQG permit, Hazardous Materials 11-30 Chemicals Handler permit, and a APSA 1,320- 10,000 Gal. Fac. Capacity permit. The Fire Department also indicated that it did not have any records pertaining to USTs, hazardous material incidences/complaints, or site remediation.

Records received from the Fire Department for the current site address and 1315 Wanamaker Drive include annual permits (as described above), inspection reports, notices of violations, certificates of compliance, hazardous waste storage area weekly inspection checklists, and inventory summaries. No issues of concern were noted.

San Bernardino County
Environmental Health
Department (EHD)
Ramboll requested records from the San Bernardino County EHD for information regarding soil or groundwater investigations, USTs, LUSTs, hazardous materials inspections, or violations/permits for the site. The EHD reported no records on file for the site.

Lien and Activity and
Use Limitation (AUL)
Search Report
According to a lien and activity and use limitation (AULs) search report provided by EDR, there are no liens or AULs associated with the site.

4.4 Previous Environmental Assessments and Activities
Based on a review of historical site documents and interviews with facility personnel, prior environmental assessment activities have been conducted at the site, as summarized below. Pertinent historical and site-related information contained in the prior report has been incorporated into other sections of this report.
• 2020 Phase I Environmental Site Assessment. A Phase I ESA was conducted at the eastern portion of the site (1375 Building) by Partner in 2020. The 2020 Phase I report did not identify any concerns with respect to soil and groundwater conditions. Although not a REC, the 2020 Phase I report identified an environmental issue related to extended site use as an automobile sale and repair facility equipped with spray-paint booths and a clarifier in the car wash area. Partner concluded that no further investigation was warranted at the time of the report.

4.5 User-Provided Information
Ramboll provided the client with a User Questionnaire (consistent with Appendix X3 of the ASTM Standard) that requested information relating to environmental liens, activity use limitations (AULs), specialized knowledge of the site, site value diminution, chain-of-title, or any other commonly known or obvious indications of site contamination, that was not otherwise provided to Ramboll. The user did not provide any information that was not otherwise obtained and reviewed by Ramboll. 1690

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5. SITE RECONNAISSANCE

5.1 Methodology and Limiting Conditions
Ramboll conducted a visit to the site on October 6, 2021. During the site visit, observations of both the interior of the buildings and exterior portions of the site were made to evaluate if any RECs, as defined in Chapter 7, are present.

5.2 General Site Setting and Observations
Ramboll made observations concerning all of the interior and exterior issues specified in Sections 9.4.2 through 9.4.4 of the ASTM E1527-13 Standard. The presence or absence of each issue of environmental interest or concern is noted in Table 6. Additional information regarding observed and historical items is provided in the sections following the table.

Table 6: Summary of Site Reconnaissance Observations
ASTM
Section Issue Observation
Interior and Exterior Issues

9.4.2.1 Current use(s) of the property See Section 3.2

9.4.2.2 Past use(s) of the property See Section 4.2

9.4.2.3 Hazardous substances and petroleum products used, treated, stored, disposed of, or generated on the property in connection with identified present or past uses
Present (see Section 5.2.1)

9.4.2.4 Storage tanks:

Underground storage tanks (fill ports, vent pipes, manholes) Aboveground storage tanks
Absent
Present (see Section 5.2.2)

9.4.2.5 Odors (strong, pungent or noxious) Absent

9.4.2.6 Pools of liquid, standing surface water or sumps Absent

9.4.2.7 Drums of hazardous substances or petroleum products (five-gallon, 55-gallon or totes)
Present (see Section 5.2.1)

9.4.2.8 Hazardous substance and petroleum product containers (not necessarily in connection with identified uses)
Absent

9.4.2.9 Unidentified substance containers suspected of containing hazardous substances or petroleum products
Present (see Section 5.2.1)

9.4.2.10 Polychlorinated biphenyls (PCBs)
Electrical equipment on-site (e.g., transformers, capacitors) Electrical equipment known or likely to contain PCBs
Hydraulic equipment on-site (e.g., elevators, truck dock lifts) Hydraulic equipment known or likely to contain PCBs
(see Section 5.2.3)
Present
Unlikely
Present
Unlikely
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Table 6: Summary of Site Reconnaissance Observations
ASTM
Section Issue Observation
Interior Issues

9.4.3.1 Heating/cooling systems Present (see Table 1)

9.4.3.2 Stains or corrosion on interior floors, walls or ceilings (except for staining from water)
Present (see Section 5.2.5)

9.4.3.3 Floor drains and interior sumps Present (see Section 3.2.3) Exterior Issues

9.4.4.1 Pits, ponds or lagoons on property or adjacent sites Present (see Section 5.2.4)

9.4.4.2 Stained soil or pavement Present (see Section 5.2.5)

9.4.4.3 Stressed vegetation (from other than insufficient water) Absent

9.4.4.4 On-site solid waste disposal; areas apparently filled or graded by non-natural causes; or mounds or depressions suggesting solid waste disposal
Absent

9.4.4.5 Wastewater or other liquid (including storm water) or any discharge into a drain, ditch, underground injection system or stream on or adjacent to the property
Present (see Section 3.2.3)

9.4.4.6 Wells (including dry wells, irrigation wells, injection wells, abandoned wells, or other wells)
Absent

9.4.4.7 Septic systems or cesspools Absent
Non-Scope Considerations
N/A Asbestos Containing Materials (see Section 5.2.6)
N/A Lead-Based Paint (see Section 5.2.7)
N/A Water Intrusion (see Section 5.2.8)
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Table 6: Summary of Site Reconnaissance Observations
ASTM
Section Issue Observation
N/A Radon (see Section 5.2.9)
Notes:

Observations noted in this table and discussed further below are based on information obtained during the site visit and from a review of the sources summarized in Section 4.

See the ASTM Standard for a detailed description of the issues included in each referenced ASTM section.

Per the ASTM Standard, fluorescent light ballasts likely to contain PCBs are not considered.

N/A – Not applicable.

5.2.1 Hazardous Substances and Petroleum Products
Chemical use at the 1350 Building is limited to janitorial sanitizers and detergents. The primary chemicals used at the 1375 Building include gasoline, engine oil, engine coolant, non-chlorinated solvents for parts cleaning, greases, brake cleaner, spray paint gun cleaner, automotive paints, axel lubricants, transmission fluid, and hydraulic fluid. In addition, Citrus Motors uses maintenance-related materials, such as fuels, oils, lubricants, greases, non-chlorinated degreasers, welding gases, refrigerant chemicals, and sanitizers and detergents. Several dedicated drum and other storage areas are maintained at the 1375 Building as follows:1F
2 • VOC-compliant solvents and paints associated with the spray paint booths are located within shelving, fire safety cabinets or in 5-gallon drums within the body shop area. • Compressed N.O.S. gas cylinders are stored within the body shop area. One propane-powered forklift is located at the site. The propane storage cage, containing four propane tanks, is located along the northern wall of the 1375 Building.
• Vehicle fueling is conducted on-site by authorized personnel from a 2,000-gallon gasoline AST located along the southeastern edge of the 1375 Building. • New oil ASTs are located in two dedicated areas within the 1375 Building. • Hazardous waste (i.e., used oil, used oil filters, waste paint, and antifreeze) is containerized into an AST or drums that are stored on secondary containment along the eastern wall. Hazardous waste areas include a 2,000-gallon waste oil AST located in the parking lot; seven (7) 55-gallon drums of waste paper and metal used oil filters located along the northeastern edge of the building two (2) used antifreeze totes located along the northeastern edge of the building near the body shop, four (4) 55-gallon drums of paint waste located adjacent to the spray paint booth area, eight (8) 55-gallon drums of waste automotive fluids (waste fuel, waste brake fluid, etc.) located adjacent to the “rim shop” area and smaller satellite accumulation areas located near the point of use.
2 Only major, designated storage locations included. Other storage takes place on an ad hoc basis near points of use/generation throughout the facility. Additionally, retail-sized containers of household-type maintenance or cleaning chemicals and cylinders of compressed gases are also stored at the site; the storage of these materials is not expected to pose a significant contamination concern. 1693

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• Nonhazardous wastes are collected in dumpsters (general trash) that are positioned on pavement along the northeastern edge of the building paved parking lot and within the body shop area.

Cardboard trash and scrap metal are collected in dumpsters located within the body shop until transported off-site for recycling.

One full, unlabeled, 55-gallon drum of unknown contents was observed within the automobile wash area on top of a wooden pallet. Facility personnel were unaware of the contents. No releases were observed from the drum.

Facility personnel knew of no spills or releases of materials at drum and container storage areas. While dedicated secondary containment was not provided for all of the drums and containers, Ramboll did not observe evidence of major spills or uncontrolled releases from these storage areas.

5.2.2 Aboveground Storage Tanks
Several aboveground storage tanks (ASTs) are maintained at the site, as summarized in the table below. Facility personnel knew of no leaks or spills relating to the tanks, and Ramboll did not observe evidence of major staining or past releases at the time of the site visit.

Table 7: Aboveground Chemical and Petroleum Storage Tanks and Bulk Containers Location # of
tanks Contents Sizes Observations
Southeast of
the 1375
Building in
the parking
lot
1 Gasoline 2,000-
gallons
Tank is double walled with a containment berm around
the tank. No evidence of spills or releases observed.

Northeast
corner
parking lot of
the 1375
Building
1 Used oil 2,000-
gallons
Tank is double walled with a containment berm around
the tank. No evidence of spills or releases observed.

Northern
wall of the
1375
Building
5 New engine oil 250-1,000
gallons
Tanks are double walled. Evidence of minor spills or
releases was observed.

Central
portion of
the 1375
Building
5 New engine oil 150-500
gallons
Tanks are double walled. Piping from the tanks is
attached to the wall and connected to a dispenser. The
dispenser is located over secondary containment. No
evidence of spills or releases observed.

Northeastern
edge of the
1375
Building
2 Used antifreeze 150-gallon
totes
Totes are located within secondary containment. Minor
spills were observed.
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Table 7: Aboveground Chemical and Petroleum Storage Tanks and Bulk Containers Location # of
tanks Contents Sizes Observations
Automobile
wash area in
the southern
portion of
the 1375
Building
1 De-ionized
water
500-gallon Tank is used in association with automobile wash activities. No evidence of spills or releases observed.

5.2.3 Polychlorinated Biphenyls (PCBs)
Facility personnel knew of no on-site equipment that is known to contain PCBs. Two pad-mounted transformers are present on the site (one on each parcel). The units were not labeled as to their PCB content. Ramboll saw no indication of major leaks or releases from electrical equipment observed during the site visit.

Because the units were likely installed at the time of the site development in 1987 and 1998, after the 1979 federal ban on the manufacture of PCBs, it is unlikely that the units contain PCBs.

5.2.4 Pits, Ponds, and Lagoons
As previously discussed, within the 1375 Building, floor wash water and automobile wash water are discharged to a trench drain and into a three-stage clarifier before it is discharged to the sanitary sewer. A third-party service cleans out the clarifier on an as-needed basis. Other than drainage swales, which are located on the eastern, western, and southern sides of the site, and the clarifier, no natural or man-made surface water bodies were observed on the site.

5.2.5 Interior and Exterior Staining
Ramboll observed moderate floor staining throughout the service repair area and adjacent to the hazardous waste storage areas. This staining did not appear to be indicative of widespread releases or losses. Concrete floors in the vicinity of the staining appeared to be in good condition, with no evidence of cracking. In addition, Ramboll observed evidence of minor pavement staining in the paved parking areas located at both parcels at the site; facility personnel believe the staining likely resulted from minor drips from employee or customer vehicles parked in these areas. Pavement in the vicinity of the observed staining appeared to be in good condition, with no evidence of cracking.

5.2.6 Asbestos Containing Materials (ACMs)
An asbestos inspection and sampling of suspect building materials in conformance with established protocols (as outlined in 40 CFR §763), applicable state or local regulations, or industry standards, were beyond our scope of work. OSHA’s definition of presumed asbestos containing materials (PACMs) is limited to thermal system insulation (TSI) and surfacing materials present in buildings constructed before 1981. Vinyl floor tiles are not considered PACM, but OSHA nonetheless requires that asphalt and vinyl floor tiles present in buildings constructed before 1981 be treated similarly to PACM. The term suspect ACM is not defined by OSHA but can include numerous building materials manufactured using asbestos currently or in the past (e.g., ceiling tiles, roofing materials, joint compound), as well as TSI, surfacing materials, and flooring materials installed after 1981.

According to facility personnel, a comprehensive asbestos survey has not been conducted at the facility.
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The buildings at the site were not constructed prior to 1981; thus, none of the building materials at the site are considered PACM. Asbestos has continued to be used in some building materials since that time, although it was phased out of use in many building materials during the 1980s. Facility personnel knew of no ACMs within the buildings and a comprehensive asbestos survey has not been conducted. Although the possibility that asbestos is present in the building materials cannot be ruled out, the facility is unlikely to have significant quantities of ACMs.

There are no regulatory requirements to remove PACMs, suspect ACMs and known ACMs or to confirm whether building materials contain asbestos, unless the materials are damaged and have the potential to release fibers or the materials have the potential to be disturbed during renovation or demolition activities. OSHA requires building owners and employers to identify locations of PACM and confirmed ACM at the facility and comply with certain employee notification, training, labeling and recordkeeping requirements (29 CFR §1910.1001(j)) and housekeeping programs (1910.1001(k)). Prior to any renovation or demolition of the buildings at the site, a demolition-level asbestos survey should be conducted at the site.

5.2.7 Lead-Based Paint
Lead was a major ingredient in paint pigment prior to and through the 1940s. While other pigments were used in the 1950s, the use of lead in paint continued until the early 1970s. In 1978, the Consumer Products Safety Commission banned paint and other surfacing coating materials that are “lead-containing paint.” Based on the construction dates of the buildings in the 1987 and 1998, it is unlikely that lead-based paint was used historically on facility structures. Facility personnel knew of no lead-based paint on structures at the facility. Ramboll observed the paint to be in generally good condition.

5.2.8 Water Intrusion
Ramboll did not perform a mold survey at the site; however, facility personnel provided information regarding past water intrusion events. According to facility personnel, the site has not experienced significant water intrusion events.

5.2.9 Radon
Based on information included in the environmental database report, the site is located in an area categorized as Zone 2, which has average indoor basement radon levels between 2 and 4 picoCuries per liter (pCi/L). The United States Environmental Protection Agency’s (USEPA’s) continuous exposure limit, which is the limit at which further testing or remedial action is suggested, is 4.0 pCi/L. This USEPA continuous exposure limit applies to residential, not commercial, properties. According to the California Radon database, of 7 radon test results in the same zip code as the site, none were greater than 4 pCi/L. The median first floor radon value for 18 sites surveyed in San Bernardino County was

0.678 pCi/L.
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6. FINDINGS, OPINION, AND CONCLUSIONS
Ramboll performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E1527-13 of the property located at 1350 and 1375 South Woodruff Way in Ontario, California in October 2021. The objective of the ESA was to identify RECs, as defined in the ASTM Standard. A list of key definitions presented in the ASTM Standard is provided in Chapter 7 at the end of this report. Any exceptions to, or deletions from, this practice are described in Section 6.2.

6.1 Findings, Opinions, and Conclusions

6.1.1 Recognized Environmental Conditions
Ramboll has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E1527-13 of the property located at 1350 and 1375 South Woodruff Way in Ontario, California. Any exceptions to, or deletions from, this practice are described in Section 6.2 of this report. This assessment has revealed no evidence of recognized environmental conditions in connection with the property.

6.1.2 Other Findings
The following additional findings related to potential contamination concerns were identified:
• Past Industrial/Commercial Operations at the Site. Elixir Industries occupied the eastern portion of the site from 1987 to 1992, but no detailed information is readily available in historical documents regarding Elixir Industries’ operations on-site. There is no readily available information as to the specific use of chemicals or petroleum products during this time period, but there is no indication that these operations were chemically intensive or involved the use of significant amounts of petroleum products or other hazardous substances. In addition, the site has operated as an auto dealer, auto servicing, and auto body shop including a paint booth since 1992. These operations have involved the use of petroleum products, solvents, paints, and other chemicals.

Since 1992, one below-grade feature (e.g., clarifier in the car wash area) has been used on-site that represents a potential conduit for chemicals and petroleum products to reach the subsurface.

Because Ramboll’s review did not identify documentation of a release, a suspected release, or a potentially material threat of a release of a hazardous substance or petroleum product related to this matter, it is not considered a REC; however, absent further information regarding the specific nature of historical chemical use, chemical handling practices, and associated wastes, Ramboll cannot rule out the possibility that inadvertent spills or releases of chemicals or petroleum products may have occurred in the past.
• Past Use of Site for Agricultural Orchards. The site was previously used for agricultural purposes, including for vineyards/orchards, from at least 1939 until the 1980s. Past orchard operations may have involved the application of arsenical and lead-based pesticides commonly used on orchards in the first half of the 20th century, or other organic pesticides commonly used on orchards thereafter. Facility personnel reported no knowledge of past subsurface testing for any pesticides. Because Ramboll’s review did not identify documentation of a release, a suspected release, or a potentially material threat of a release of a hazardous substance or petroleum product related to this matter, it is not considered a REC; however, absent further information, the potential presence of these compounds in the site subsurface cannot be ruled out. Ramboll notes that this matter is unlikely to result in regulatory scrutiny, assuming no changes to site use for commercial purposes. Ramboll further notes that the use of such substances in this region (which is and has been historically widely used for fruit production) would have been fairly widespread and ubiquitous.
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6.1.3 De Minimis Conditions
De minimis conditions are those that do not represent a material risk of harm to public health or the environment and that generally would not be the subject of enforcement action if brought to the attention of appropriate governmental agencies. Ramboll identified the following de minimis condition related to the site:
• Pavement and Floor Staining. Moderate staining was observed on the concrete floor in the service center at the 1375 Building. Specifically, moderate staining was observed adjacent to the secondary containment around the used antifreeze totes, around the new oil ASTs and 35-gallon rear axle lubricant drums, used filters, non-chlorinated parts washer, air compressor room, and spray paint booth paint mixing area. The staining appeared limited in size and did not appear to reach floor drains.

In addition, Ramboll observed evidence of minor pavement staining in the surface paved parking areas; facility personnel believe the staining likely resulted from minor drips from employee vehicles parked in these areas.

The stains were limited in areal extent, the underlying pavement/flooring appeared to be intact, and no stains appeared to reach floor drains or storm water drains. As such, Ramboll considers this matter to represent a de minimis condition.

6.1.4 Non-Scope Considerations
Ramboll identified the following findings that relate to non-scope considerations (as discussed in Section 2.2), as detailed below:
• Asbestos-Containing Materials (ACMs). The buildings were constructed after asbestos was generally phased out of use in most building material applications in the 1980s. Although the possibility that asbestos is present in the building materials cannot be ruled out, the facility is unlikely to have significant quantities of ACMs. According to facility personnel, formal asbestos survey has not been conducted at the facility.
• Water Intrusion/Mold. Ramboll did not perform a mold survey at the site; however, facility personnel provided information regarding past water intrusion events. According to facility personnel, the site has not experience significant water intrusion events. • Lead. Lead was a major ingredient in paint pigment prior to and through the 1940s. While other pigments were used in the 1950s, the use of lead in paint continued until the early 1970s. In 1978, the Consumer Products Safety Commission banned paint and other surfacing coating materials that are “lead-containing paint.” Based on the construction dates of the buildings in the 1987 and 1998, it is unlikely that lead-based paint was used historically on facility structures.

Facility personnel knew of no lead-based paint on structures at the facility. Ramboll observed the paint to be in generally good condition.
• Radon. Based on information included in the environmental database report, the site is located in an area categorized as Zone 2, which has average indoor basement radon levels between 2 and 4 picoCuries per liter (pCi/L). The United States Environmental Protection Agency’s (USEPA’s) continuous exposure limit, which is the limit at which further testing or remedial action is suggested, is 4.0 pCi/L. This USEPA continuous exposure limit applies to residential, not commercial, properties. According to the California Radon database, of seven radon test results in the same zip code as the site, none were greater than 4 pCi/L. The median first floor radon value for 18 sites surveyed in San Bernardino County was 0.678 pCi/L. 1698

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6.2 Analysis of Data Gaps
The ASTM Standard defines a data gap as “a lack of or inability to obtain information required by the practice despite good faith efforts by the environmental professional to gather such information.” A data gap is only significant if other information obtained during the ESA, or professional experience, raises reasonable concerns and affects the ability of the environmental professional to identify whether a given issue is a REC. The ASTM Standard requires that the ESA report identify and comment on significant data gaps.

Limiting conditions and deviations to the ASTM Standard for the assessment are discussed below. • Facility personnel did not have current contact information for representatives of former site owners/occupants. Ramboll made reasonable attempts to obtain such information, but it was not otherwise readily available. Thus, Ramboll was unable to interview former owners/occupants about historical operations and site conditions. However, Ramboll conducted interviews with representatives of Citrus Motors with tenure at the site dating back to 2002 and reviewed other historical sources regarding former uses of the property. • Historical information, such as aerial photographs, was not readily available to characterize the property from the present back to the property’s obvious first developed use or 1940, whichever is earlier. The earliest readily available historical source that would indicate specific site uses is an aerial photograph dated 1938, which shows that the site was already developed for agricultural uses. ASTM defines agricultural site use as a “developed” site use. • Ramboll was unable to access the “rim shop” area during the site visit. Facility personnel indicated that chemical use within the rim shop accessory area was retail-sized quantities or smaller.

None of the exceptions, deletions, deviations, or site reconnaissance limitations noted above are considered to represent significant data gaps.
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7. ASTM DEFINITIONS
The following definitions are presented in the ASTM Standard:

REC - Recognized Environmental Condition:

The presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: 1) due to release to the environment; 2) under conditions indicative of a release to the environment; or 3) under conditions that pose a material threat of a future release to the environment.

CREC - Controlled Recognized Environmental Condition:

A recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority, with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls.

HREC - Historical Recognized Environmental Condition:

A past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls.

De minimis Condition:

A condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies.

Data Gap/Significant Data Gap:

A lack of or inability to obtain information required by the practice despite good faith efforts by the environmental professional to gather such information. A data gap is significant if other information and/or professional experience raises concerns involving the data gap.

Please note that the term “other finding” is not defined by ASTM; rather, Ramboll uses the term to connote areas of contingent risk that are not clearly defined by the ASTM Standard. 1700

PHASE I ENVIRONMENTAL SITE ASSESSMENT
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FIGURES
1701
t
KEY MAP (not to scale)
Map Scale: 1:24,000 | Map Center: 117°33'10"W 34°2'59"N C:\Users\censlin\Ramboll\Melody Kneale - Projects\_Phase_I\Link\South Woodruff Way Ontario\Phase I.aprx\Figure 1 - Site Location Map PROJECT: 1690023701 | DATED: 10/11/2021 | DESIGNER: CKROHE Service Layer Credits: USGSTopo: USGS The National Map: National Boundaries Dataset, 3DEP Elevation Program, Geographic Names Information System, National Hydrography Dataset, National Land Cover Database, National Structures Dataset, and National Transportation Dataset; USGS Global Ecosystems; U.S. Census Bureau TIGER/Line data; USFS Road Data; Natural Earth Data; U.S. Department of State Humanitarian Information Unit; and NOAA National Centers for Environmental Information, U.S. Coastal Relief Model. Data refreshed August, 2021. 0 1,000 2,000
Feet
RAMBOLL US CONSULTING, INC.

A RAMBOLL COMPANY
FIGURE 1
Citrus Motors
1350 and 1375 South Woodruff Way
Ontario, California
Site Boundary SITE LOCATION

PHASE I ESA
!(
Ná
1702
East Jurupa Street
South
Woodruff Way
South
Rockefeller
A
ven
ue
South Wanamaker Avenue
Verizon
Chinese Laundry Offices
Sales
Office
Area
Car Wash
Area with
Trench Drains
Gasoline
New Oil
Used Paper and
Metal Oil Filter Frums
Used Car
Repair Area
Ace Calendering
Enterprises
Used Oil
Universal Plastic
Bag Manufacturing
Webber EMI Inc
Maney Aircraft
New Oil
Rim Shop
Body Shop
Office Area
Spray
Paint Booths
Parts
Area
Arco
Gas
Station
Carl's Jr.

Nexen Tire
Distribution Center
Converse
Toyota North American Parts
Interstate-15
Citrus Motors Kia
(1350 S Woodruff Way)
Citrus Motors Ford
(1375 S Woodruff Way)
Hazardous
Waste
Vecelo
Unlabeled
Warehouse Building
DSM Nutritional
Products
Sunlight Supply Inc.

Western Post Inc.
")T
")T
")W
")C
")A
")A
")D ")A
")U
")A
")P
")W
")T
")D
PROJECT: 1690023701 | DATED: 10/13/2021 | DESIGNER: CKROHE C:\Users\censlin\Ramboll\Melody Kneale - Projects\_Phase_I\Link\South Woodruff Way Ontario\Phase I.aprx\Figure 2 - Site Vicinity Map Service Layer Credits: Bing Maps Aerial: © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS 0 150 300
Feet
RAMBOLL US CONSULTING, INC.

A RAMBOLL COMPANY
FIGURE 2
Citrus Motors
1350 and 1375 South Woodruff Way
Ontario, California

SITE VICINITY MAP

PHASE I ESA
!(
Ná
Site Boundary
")A Aboveground Storage Tank (AST)
")C Clarifier
")D Drums
")P Water Soluable Parts Washer
Storm Drain
")T Transformer
")U Used Anti-Freeze Totes
")W Non-Hardous Waste Container/Dumpster
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ONTARIO, CALIFORNIA
Ramboll Environment & Health

APPENDIX A

SITE PHOTOGRAPHS
1704
Site Photographs
1350 and 1375 South Woodruff Way
Ontario, California

Photo 1: View of the 1350 Building looking west.

Photo 2: View of the 1375 Building looking north.
1705
Site Photographs
1350 and 1375 South Woodruff Way
Ontario, California

Photo 3: View of 2,000-gallon gasoline AST in the southern portion of the 1375 Building parking lot.

Photo 4: View of the 2,000-gallon used oil AST located east of the 1375 Building in the parking lot. 1706
Site Photographs
1350 and 1375 South Woodruff Way
Ontario, California

Photo 5: View of the car wash and detail area in the 1375 Building looking east.

Photo 6: View of the clarifier located in the 1375 Building. 1707
Site Photographs
1350 and 1375 South Woodruff Way
Ontario, California

Photo 7: View of typical service area and hydraulic lifts in the 1375 Building.

Photo 8: View of five ASTs and rear axel lubricant along the north-eastern edge of the 1375 Building. 1708
Site Photographs
1350 and 1375 South Woodruff Way
Ontario, California

Photo 9: View of second new oil AST storage area and dispenser storage area in the 1375 Building service area.

Photo 10: Two used antifreeze totes and used fuel drum located along the north-eastern wall of the 1375 Building.
1709
Site Photographs
1350 and 1375 South Woodruff Way
Ontario, California

Photo 11: Aqueous parts washer located along the north-eastern wall of the 1375 Building.

Photo 12: Hazardous waste collection area along the north-eastern wall of the 1375 Building. 1710
Site Photographs
1350 and 1375 South Woodruff Way
Ontario, California

Photo 13: Two of the three spray-paint booths located in the body-shop area in the 1375 Building.

Photo 14: Waste paint storage and mixing area in the 1375 Building body shop area. 1711
Site Photographs
1350 and 1375 South Woodruff Way
Ontario, California

Photo 15: Interior of the third spray paint booth curtain area in the 1375 Building.

Photo 16: VOC compliant spray paint gun and equipment cleaning containers in the 1375 Building body shop area.
1712
Site Photographs
1350 and 1375 South Woodruff Way
Ontario, California

Photo 17: Metal parts recycling dumpsters located in the body shop area of the 1375 Building.

Photo 18: Typical parking lot staining observed in the 1375 Building parking lot. 1713
Site Photographs
1350 and 1375 South Woodruff Way
Ontario, California

Photo 19: Vicinity property to the northeast of the site looking northeast.

Photo 20: View of Verizon transformer station located south of the site. 1714

PHASE I ENVIRONMENTAL SITE ASSESSMENT
1350 AND 1375 SOUTH WOODRUFF WAY

ONTARIO, CALIFORNIA
Ramboll Environment & Health

APPENDIX B

ENVIRONMENTAL DATABASE REPORT

NOTES ON ENVIRONMENTAL DATABASE REPORT
The third-party provider conducted its searches for the standard environmental record sources and the minimum search distances, as specified by the ASTM Standard. The ASTM Standard uses the terminology “approximate minimum search distance” to refer to the radii searched in the environmental database report.

The third-party provider conducted the search of environmental databases in September 2021. Because the environmental databases themselves are sometimes not updated by the specific regulatory agencies for periods of up to one year or more (depending on the database and the state), the database search conducted herein will not necessarily list any facility or site for which an environmental investigation/listing has been initiated subsequent to the last update.
1715

FORM-LBC-GON
The EDR Radius Map™ Report with GeoCheck®
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
S Woodruff Way
1350 and 1375 S Woodruff Way
Ontario, CA 91761
Inquiry Number: 6683289.2s
September 29, 2021
1716

SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 9
Orphan Summary 452
Government Records Searched/Data Currency Tracking GR-1

GEOCHECK ADDENDUM
Physical Setting Source Addendum A-1
Physical Setting Source Summary A-2
Physical Setting SSURGO Soil Map A-5
Physical Setting Source Map A-7
Physical Setting Source Map Findings A-9
Physical Setting Source Records Searched PSGR-1
TC6683289.2s Page 1
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 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 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.

TABLE OF CONTENTS
1717

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 1
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).

The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate.

TARGET PROPERTY INFORMATION

ADDRESS
1350 AND 1375 S WOODRUFF WAY
ONTARIO, CA 91761

COORDINATES
Latitude (North): 34.0493160 - 34˚ 2’ 57.53’’
Longitude (West): 117.5528920 - 117˚ 33’ 10.41’’
Universal Tranverse Mercator: Zone 11
UTM X (Meters): 448969.7
UTM Y (Meters): 3767567.2
Elevation: 914 ft. above sea level

USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map: 5620426 GUASTI, CA
Version Date: 2012

AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20140603
Source: USDA
1718
6683289.2s Page 2
H39 BETA COLOR 4385 LOWELL ST RCRA-SQG Higher 864, 0.164, NW F38 FRENCH & PACIFIC TRA 4395 E LOWELL ST ’F’ San Bern. Co. Permit Higher 826, 0.156, NW 37 CALIFORNIA PACKAGING 1140 S ROCKEFELLER A NPDES, San Bern. Co. Permit, CIWQS, CERS Higher 735, 0.139, NNW G36 ROMERO CORP 1307 KETTERING LOOP RCRA-SQG, AST, FINDS Higher 699, 0.132, East G35 ROMERO MOTORS 1307 KETTERING DR CERS HAZ WASTE, San Bern. Co. Permit, CERS Higher 699, 0.132, East F34 CONVERSE 4450 E LOWELL ST CERS HAZ WASTE, San Bern. Co. Permit, CERS Higher 606, 0.115, NW F33 CONVERSE INC 4450 E LOWELL ST RCRA NonGen / NLR Higher 606, 0.115, NW E32 DSM NUTRITIONAL PROD 1100 S WANAMAKER AVE CERS HAZ WASTE, NPDES, San Bern. Co. Permit,... Higher 601, 0.114, NNE E31 DSM NUTRITIONAL PROD 1100 S WANAMAKER AVE RCRA NonGen / NLR Higher 601, 0.114, NNE E30 SCANDIA RECREATION C 1155 S WANAMAKER AVE RCRA NonGen / NLR Higher 593, 0.112, NE E29 SCANDIA RECREATION C 1155 WANAMAKER AVE San Bern. Co. Permit Higher 593, 0.112, NE E28 SCANDIA 1155 WANAMAKER AVE RCRA NonGen / NLR Higher 593, 0.112, NE 27 INLAND CONTAINER COR N/A CPS-SLIC Lower 496, 0.094, WSW 26 ARROW ELECTRONICS 1251 S ROCKEFELLER San Bern. Co. Permit Higher 340, 0.064, NNW D25 ARCO FACILITY NO 059 4525 E JURUPA RCRA NonGen / NLR, FINDS, ECHO Lower 292, 0.055, SW D24 ARCO SERVICE STN #59 4525 JURUPA ST UST Lower 248, 0.047, WSW D23 AUTO CHARGERS INC 4525 JURUPA ST EDR Hist Auto Lower 248, 0.047, WSW D22 AUTO CHARGERS 4525 E JURUPA UST Lower 248, 0.047, SW D21 AUTO CHARGERS 4525 E JURUPA CERS HAZ WASTE, CERS TANKS, San Bern. Co. Permit,... Lower 246, 0.047, SW C20 UNIVERSAL PLASTIC BA 1309 S WANAMAKER AVE CERS HAZ WASTE, San Bern. Co. Permit, CERS Higher 244, 0.046, ENE C19 1309 WANNAMAKER AVE 1309 WANAMAKER AVE RCRA NonGen / NLR, FINDS, ECHO Higher 244, 0.046, ENE C18 UNIVERSAL PLASTIC BA 1309 S WANAMAKER AVE RCRA NonGen / NLR Higher 244, 0.046, ENE D17 CARL’S JR #668 4555 JURUPA AVE CHMIRS, San Bern. Co. Permit Lower 222, 0.042, SW C16 WEBBER EMI 1307 S WANAMAKER AVE CERS HAZ WASTE, San Bern. Co. Permit, CERS Higher 192, 0.036, NE C15 EMISSION METHODS INC 1307 S WANAMAKER AVE RCRA NonGen / NLR Higher 192, 0.036, NE B14 MANEY AIRCRAFT INCOR 1305 WANAMAKER AVENU CERS HAZ WASTE, CERS TANKS, NPDES, San Bern. Co.... Higher 154, 0.029, NE B13 MANEY AIRCRAFT INC 1305 S WANAMAKER AVE RCRA NonGen / NLR Higher 154, 0.029, NE B12 ZALAN PRODUCTS INC 1200 S WANAMAKER AVE San Bern. Co. Permit Higher 108, 0.020, NNE B11 S & W PLASTICS, INC. 1200 WANAMAKER AVE San Bern. Co. Permit Higher 108, 0.020, NNE B10 GANTOM INDUSTRIES 1311 WANAMAKER RCRA-SQG, FINDS, ECHO Higher 16, 0.003, NNE B9 ACE CALENDERING ENT. 1311 SOUTH WANAMAKER CERS HAZ WASTE, HAZNET, NPDES, San Bern. Co.... Higher 16, 0.003, NNE B8 ACE CALENDERING ENTE 1311 S WANAMAKER AVE RCRA NonGen / NLR Higher 16, 0.003, NNE B7 FRONTIER CALIFORNIA: 1315 WANAMAKER AVE San Bern. Co. Permit Higher 1 ft.

B6 VERIZON CALIFORNIA: 1315 WANAMAKER AVENU FINDS Higher 1 ft.

B5 CITRUS MOTORS ONTARI 1315 WANAMAKER AVE HAZNET, HWTS Higher 1 ft.

B4 CITRUS MOTORS ONTARI 1315 WANAMAKER DR FINDS Higher 1 ft.

B3 CITRUS MOTORS ONTARI 1315 WANAMAKER DR RCRA-SQG, ECHO Higher 1 ft.

A2 CITRUS MOTORS ONTARI 1375 S WOODRUFF WAY HAZNET, HWTS TP A1 CITRUS MOTORS ONTARI 1375 WOODRUFF WAY AST, CERS HAZ WASTE, CERS TANKS, FINDS, San Bern.... TP

MAPPED SITES SUMMARY
Target Property Address:
1350 AND 1375 S WOODRUFF WAY
ONTARIO, CA 91761
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1719
6683289.2s Page 3
O78 CALIF. AUTHORITY/RAC 1155 S MILLIKEN #E San Bern. Co. Permit Higher 1258, 0.238, NW S77 KAIXIN WOOD PRODUCTS 1300 S MILLIKEN AVE NPDES, San Bern. Co. Permit, CIWQS, CERS Higher 1218, 0.231, WNW S76 BBB INDUSTRIES, LLC 1300 S MILLIKEN AVE AST Higher 1218, 0.231, WNW O75 PETERSON MFG. CO., I 1207 MILLIKEN AVE SWEEPS UST, CA FID UST Higher 1190, 0.225, WNW O74 PETERSON MFG CO INC 1207 MILLIKEN AVENUE HIST UST Higher 1190, 0.225, WNW R73 JOHN ELWAY’S CROWN T 1201 KETTERING DR AST Higher 1184, 0.224, ENE R72 ONTARIO T INC DBA JO 1201 KETTERING DR CERS HAZ WASTE, CERS TANKS, HAZNET, CERS, HWTS Higher 1184, 0.224, ENE R71 CROWN TOYOTA SCION 1201 KETTERING DR RCRA-SQG, UST, AST, SWEEPS UST, CA FID UST,... Higher 1184, 0.224, ENE Q70 COMPUMERIC 1390 S MILLIKEN AVE CERS HAZ WASTE, San Bern. Co. Permit, CERS Higher 1162, 0.220, West Q69 COMPUMERIC ENGINEERI 1390 S MILLIKEN AVE RCRA NonGen / NLR Higher 1162, 0.220, West P68 TOYOTA MOTOR SALES 1425 ROCKEFELLER AVE RCRA-SQG, FINDS, ECHO Lower 1158, 0.219, SW P67 HEALTHWORK MED GROUP 1425 TOYOTA WAY ST F RCRA NonGen / NLR Lower 1158, 0.219, SW P66 TOYOTA MOTOR SALES - 1425 TOYOTA WAY CERS HAZ WASTE, San Bern. Co. Permit, CERS Lower 1158, 0.219, SW O65 HOFFMAN PRINTING AND 4315 E LOWELL ST UNI San Bern. Co. Permit Higher 1154, 0.219, WNW J64 ONTARIO WELL #27 4300 E JURUPA ST San Bern. Co. Permit Lower 1145, 0.217, WSW N63 CHEVRON 305778 4880 MOTOR LANE RCRA-LQG, HAZNET, HWTS Lower 1128, 0.214, ESE N62 CHEVRON CORPORATION 4880 S MOTOR LN EDR Hist Auto Lower 1128, 0.214, ESE K61 BALDA C BREWER INC 4501 E WALL ST RCRA NonGen / NLR Higher 1065, 0.202, NNE M60 EMPIRE NISSAN 1377 KETTERING AVE LUST, AST, Cortese, HIST CORTESE, San Bern. Co.... Higher 1006, 0.191, East M59 ALEXIS OIL CO 1377 KETTERING DR RCRA NonGen / NLR Higher 1006, 0.191, East M58 ALEXIS OIL CO 1377 KETTERING DR CERS HAZ WASTE, CERS TANKS, CERS, HWTS Higher 1006, 0.191, East M57 EMPIRE NISSAN INC 1377 KETTERING LOOP RCRA-SQG, UST, FINDS, ECHO, HAZNET, HWTS Higher 1006, 0.191, East L56 HAWTHORNE HYDROPONIC 1051 S. ROCKEFELLER RCRA-SQG Higher 1002, 0.190, NNW L55 SUPPLY CHAIN SOLUTIO 1051 S ROCKEFELLER A San Bern. Co. Permit Higher 1002, 0.190, NNW K54 MEDEGEN INC 4501 WALL ST San Bern. Co. Permit Higher 1002, 0.190, NNE H53 CORAM HEALTHCARE COR 4355 E LOWELL ST STE CERS HAZ WASTE, HAZNET, NPDES, San Bern. Co.... Higher 983, 0.186, NW H52 CORAM HEALTHCARE COR 4355 E LOWELL ST STE RCRA NonGen / NLR Higher 983, 0.186, NW I51 COLOPLAST MANUFACTUR 4495 E WALL ST STE 1 NPDES, San Bern. Co. Permit, CERS Higher 961, 0.182, NNE I50 COLOPLAST MANUFACTUR 4495 WALL ST UNIT 10 RCRA NonGen / NLR Higher 961, 0.182, NNE I49 MARK CHRISTOPHER AUT 4495 WALL ST 101 San Bern. Co. Permit, HWTS Higher 961, 0.182, NNE H48 9 DELTA ANALYTICAL L 4365 EAST LOWELL ST RCRA NonGen / NLR Higher 942, 0.178, NW H47 DIAMOND INJECTION MO 4365 EAST LOWELL ST RCRA NonGen / NLR Higher 942, 0.178, NW K46 CARDONE INDUSTRIES I 4500 E WALL ST STE B NPDES, San Bern. Co. Permit, CERS, HWTS Higher 936, 0.177, NNE K45 CARDONE INDUSTRIES I 4500 E WALL ST STE B RCRA NonGen / NLR Higher 936, 0.177, NNE K44 CHEMREX INC 4500 E WALL ST A San Bern. Co. Permit Higher 936, 0.177, NNE I43 CHEMREX INC 4500 WALL ST RCRA-SQG, FINDS, ECHO Higher 916, 0.173, NNE J42 CATERPILLAR LOGISTIC 4305 E JURUPA ST San Bern. Co. Permit Lower 911, 0.173, WSW J41 MAZDA MOTOR OF AMERI 4305 E JURUPA ST RCRA NonGen / NLR Lower 911, 0.173, WSW I40 KNIGHT TRANSPORT 1021 S WANAMAKER BLV RCRA NonGen / NLR Higher 868, 0.164, NNE

MAPPED SITES SUMMARY
Target Property Address:
1350 AND 1375 S WOODRUFF WAY
ONTARIO, CA 91761
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1720
6683289.2s Page 4
80 QUALITY CONTROL PLAT 4425 E. AIRPORT DRIV ENVIROSTOR Higher 4508, 0.854, North L79 RSA SUPPLY-ONTARIO B 4505 WALL ST San Bern. Co. Permit Higher 1278, 0.242, NNW

MAPPED SITES SUMMARY
Target Property Address:
1350 AND 1375 S WOODRUFF WAY
ONTARIO, CA 91761
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1721

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 5

TARGET PROPERTY SEARCH RESULTS
The target property was identified in the following records. For more information on this property see page 9 of the attached EDR Radius Map report:

Site Database(s) EPA ID

CITRUS MOTORS ONTARI
1375 WOODRUFF WAY
ONTARIO, CA 91761

AST N/A
Database: AST, Date of Government Version: 07/06/2016

CERS HAZ WASTE

CERS TANKS
FINDS
Registry ID:: 110019001373
San Bern. Co. Permit
Facility Status: ACTIVE
Facility Id: FA0002199
CERS

CITRUS MOTORS ONTARI
1375 S WOODRUFF WAY
ONTARIO, CA 91761

HAZNET N/A
GEPAID: CA0000008086
HWTS

DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases:

STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL National Priority List
Proposed NPL Proposed National Priority List Sites
NPL LIENS Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL National Priority List Deletions
Federal CERCLIS list
FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE Superfund Enterprise Management System Archive 1722

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 6
Federal RCRA CORRACTS facilities list
CORRACTS Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF RCRA - Treatment, Storage and Disposal
Federal RCRA generators list
RCRA-VSQG RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators)
Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System
US ENG CONTROLS Engineering Controls Sites List
US INST CONTROLS Institutional Controls Sites List
Federal ERNS list
ERNS Emergency Response Notification System
State- and tribal - equivalent NPL
RESPONSE State Response Sites
State and tribal landfill and/or solid waste disposal site lists SWF/LF Solid Waste Information System
State and tribal leaking storage tank lists
INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists
FEMA UST Underground Storage Tank Listing
INDIAN UST Underground Storage Tanks on Indian Land
State and tribal voluntary cleanup sites
VCP Voluntary Cleanup Program Properties
INDIAN VCP Voluntary Cleanup Priority Listing
State and tribal Brownfields sites
BROWNFIELDS Considered Brownfieds Sites Listing

ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS A Listing of Brownfields Sites
1723

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 7
Local Lists of Landfill / Solid Waste Disposal Sites
WMUDS/SWAT Waste Management Unit Database
SWRCY Recycler Database
HAULERS Registered Waste Tire Haulers Listing
INDIAN ODI Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory
IHS OPEN DUMPS Open Dumps on Indian Land
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL Delisted National Clandestine Laboratory Register HIST Cal-Sites Historical Calsites Database
SCH School Property Evaluation Program
CDL Clandestine Drug Labs
Toxic Pits Toxic Pits Cleanup Act Sites
US CDL National Clandestine Laboratory Register
PFAS PFAS Contamination Site Location Listing
Local Land Records
LIENS Environmental Liens Listing
LIENS 2 CERCLA Lien Information
DEED Deed Restriction Listing
Records of Emergency Release Reports
HMIRS Hazardous Materials Information Reporting System
CHMIRS California Hazardous Material Incident Report System LDS Land Disposal Sites Listing
MCS Military Cleanup Sites Listing
SPILLS 90 SPILLS 90 data from FirstSearch
Other Ascertainable Records
FUDS Formerly Used Defense Sites
DOD Department of Defense Sites
SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information

EPA WATCH LIST EPA WATCH LIST
2020 COR ACTION 2020 Corrective Action Program List
TSCA Toxic Substances Control Act
TRIS Toxic Chemical Release Inventory System
SSTS Section 7 Tracking Systems
ROD Records Of Decision
RMP Risk Management Plans
RAATS RCRA Administrative Action Tracking System
PRP Potentially Responsible Parties
PADS PCB Activity Database System
ICIS Integrated Compliance Information System
FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
MLTS Material Licensing Tracking System
1724

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 8
COAL ASH DOE Steam-Electric Plant Operation Data
COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database
RADINFO Radiation Information Database
HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data
CONSENT Superfund (CERCLA) Consent Decrees
INDIAN RESERV Indian Reservations
FUSRAP Formerly Utilized Sites Remedial Action Program
UMTRA Uranium Mill Tailings Sites
LEAD SMELTERS Lead Smelter Sites
US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File
ABANDONED MINES Abandoned Mines
DOCKET HWC Hazardous Waste Compliance Docket Listing
ECHO Enforcement & Compliance History Information
UXO Unexploded Ordnance Sites
FUELS PROGRAM EPA Fuels Program Registered Listing
CA BOND EXP. PLAN Bond Expenditure Plan
CUPA Listings CUPA Resources List
DRYCLEANERS Cleaner Facilities
EMI Emissions Inventory Data
ENF Enforcement Action Listing
Financial Assurance Financial Assurance Information Listing

ICE ICE
HWP EnviroStor Permitted Facilities Listing
HWT Registered Hazardous Waste Transporter Database
MINES Mines Site Location Listing
MWMP Medical Waste Management Program Listing
NPDES NPDES Permits Listing
PEST LIC Pesticide Regulation Licenses Listing
PROC Certified Processors Database
Notify 65 Proposition 65 Records
UIC UIC Listing

UIC GEO UIC GEO (GEOTRACKER)
WASTEWATER PITS Oil Wastewater Pits Listing
WDS Waste Discharge System
WIP Well Investigation Program Case List

MILITARY PRIV SITES MILITARY PRIV SITES (GEOTRACKER)

PROJECT PROJECT (GEOTRACKER)
WDR Waste Discharge Requirements Listing
CIWQS California Integrated Water Quality System

NON-CASE INFO NON-CASE INFO (GEOTRACKER)

OTHER OIL GAS OTHER OIL & GAS (GEOTRACKER)

PROD WATER PONDS PROD WATER PONDS (GEOTRACKER)

SAMPLING POINT SAMPLING POINT (GEOTRACKER)
WELL STIM PROJ Well Stimulation Project (GEOTRACKER)
MINES MRDS Mineral Resources Data System

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP EDR Proprietary Manufactured Gas Plants
1725

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 9
EDR Hist Cleaner EDR Exclusive Historical Cleaners

EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF Recovered Government Archive Solid Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.

Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property.

Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed.

Sites listed in bold italics are in multiple databases.

Unmappable (orphan) sites are not considered in the foregoing analysis.

STANDARD ENVIRONMENTAL RECORDS
Federal RCRA generators list
RCRA-LQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month.

A review of the RCRA-LQG list, as provided by EDR, and dated 03/22/2021 has revealed that there is 1 RCRA-LQG site within approximately 0.25 miles of the target property.

Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CHEVRON 305778 4880 MOTOR LANE ESE 1/8 - 1/4 (0.214 mi.) N63 332 EPA ID:: CAR000201681
RCRA-SQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month.

A review of the RCRA-SQG list, as provided by EDR, and dated 03/22/2021 has revealed that there are 9 RCRA-SQG sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CITRUS MOTORS ONTARI 1315 WANAMAKER DR 0 - 1/8 (0.000 mi.) B3 64 1726

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 10
EPA ID:: CA0000008086
GANTOM INDUSTRIES 1311 WANAMAKER NNE 0 - 1/8 (0.003 mi.) B10 84 EPA ID:: CAD983665522
ROMERO CORP 1307 KETTERING LOOP E 1/8 - 1/4 (0.132 mi.) G36 183 EPA ID:: CAD982522278
BETA COLOR 4385 LOWELL ST NW 1/8 - 1/4 (0.164 mi.) H39 199 EPA ID:: CAR000155515
CHEMREX INC 4500 WALL ST NNE 1/8 - 1/4 (0.173 mi.) I43 207 EPA ID:: CAR000020834
HAWTHORNE HYDROPONIC 1051 S. ROCKEFELLER NNW 1/8 - 1/4 (0.190 mi.) L56 253 EPA ID:: CAR000292060
EMPIRE NISSAN INC 1377 KETTERING LOOP E 1/8 - 1/4 (0.191 mi.) M57 256 EPA ID:: CAD983594490
CROWN TOYOTA SCION 1201 KETTERING DR ENE 1/8 - 1/4 (0.224 mi.) R71 392 EPA ID:: CA0000441527
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ TOYOTA MOTOR SALES 1425 ROCKEFELLER AVE SW 1/8 - 1/4 (0.219 mi.) P68 382 EPA ID:: CAR000107359
State- and tribal - equivalent CERCLIS
ENVIROSTOR: The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites.

A review of the ENVIROSTOR list, as provided by EDR, and dated 04/23/2021 has revealed that there is 1 ENVIROSTOR site within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ QUALITY CONTROL PLAT 4425 E. AIRPORT DRIV N 1/2 - 1 (0.854 mi.) 80 451 Facility Id: 71003340
Status: No Action Required
State and tribal leaking storage tank lists
LUST: Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

A review of the LUST list, as provided by EDR, has revealed that there is 1 LUST site within 1727

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 11
approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ EMPIRE NISSAN 1377 KETTERING AVE E 1/8 - 1/4 (0.191 mi.) M60 325 Database: LUST REG 8, Date of Government Version: 02/14/2005 Database: LUST, Date of Government Version: 06/03/2021
Status: Completed - Case Closed
Facility Status: Preliminary site assessment workplan submitted Global Id: T0607100485
Global ID: T0607100485
CPS-SLIC: Cleanup Program Sites (CPS; also known as Site Cleanups [SC] and formerly known as Spills, Leaks, Investigations, and Cleanups [SLIC] sites) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.

A review of the CPS-SLIC list, as provided by EDR, has revealed that there is 1 CPS-SLIC site within approximately 0.5 miles of the target property.

Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ INLAND CONTAINER COR N/A WSW 0 - 1/8 (0.094 mi.) 27 144 Database: CPS-SLIC, Date of Government Version: 06/03/2021 Facility Status: Completed - Case Closed
Global Id: SLT8R1404165
State and tribal registered storage tank lists
UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the State Water Resources Control Board’s Hazardous Substance Storage Container Database.

A review of the UST list, as provided by EDR, has revealed that there are 4 UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ EMPIRE NISSAN INC 1377 KETTERING LOOP E 1/8 - 1/4 (0.191 mi.) M57 256 Database: UST, Date of Government Version: 06/03/2021
Facility Id: 86011236
CROWN TOYOTA SCION 1201 KETTERING DR ENE 1/8 - 1/4 (0.224 mi.) R71 392 Database: UST, Date of Government Version: 06/03/2021
Facility Id: 88015514
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ AUTO CHARGERS 4525 E JURUPA SW 0 - 1/8 (0.047 mi.) D22 140 Database: UST, Date of Government Version: 06/03/2021
Facility Id: FA0001094
ARCO SERVICE STN #59 4525 JURUPA ST WSW 0 - 1/8 (0.047 mi.) D24 140 Database: UST, Date of Government Version: 06/03/2021
1728

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 12
Facility Id: 96039135
AST: A listing of aboveground storage tank petroleum storage tank locations.

A review of the AST list, as provided by EDR, has revealed that there are 5 AST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ ROMERO CORP 1307 KETTERING LOOP E 1/8 - 1/4 (0.132 mi.) G36 183 Database: AST, Date of Government Version: 07/06/2016
EMPIRE NISSAN 1377 KETTERING AVE E 1/8 - 1/4 (0.191 mi.) M60 325 Database: AST, Date of Government Version: 07/06/2016
CROWN TOYOTA SCION 1201 KETTERING DR ENE 1/8 - 1/4 (0.224 mi.) R71 392 Database: AST, Date of Government Version: 07/06/2016
JOHN ELWAY’S CROWN T 1201 KETTERING DR ENE 1/8 - 1/4 (0.224 mi.) R73 444 Database: AST, Date of Government Version: 07/06/2016
BBB INDUSTRIES, LLC 1300 S MILLIKEN AVE WNW 1/8 - 1/4 (0.231 mi.) S76 446 Database: AST, Date of Government Version: 07/06/2016

ADDITIONAL ENVIRONMENTAL RECORDS
Local Lists of Hazardous waste / Contaminated Sites
CERS HAZ WASTE: List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, and RCRA LQ HW Generator programs.

A review of the CERS HAZ WASTE list, as provided by EDR, and dated 04/19/2021 has revealed that there are 13 CERS HAZ WASTE sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ ACE CALENDERING ENT. 1311 SOUTH WANAMAKER NNE 0 - 1/8 (0.003 mi.) B9 72 MANEY AIRCRAFT INCOR 1305 WANAMAKER AVENU NE 0 - 1/8 (0.029 mi.) B14 90 WEBBER EMI 1307 S WANAMAKER AVE NE 0 - 1/8 (0.036 mi.) C16 103 UNIVERSAL PLASTIC BA 1309 S WANAMAKER AVE ENE 0 - 1/8 (0.046 mi.) C20 114 DSM NUTRITIONAL PROD 1100 S WANAMAKER AVE NNE 0 - 1/8 (0.114 mi.) E32 153 CONVERSE 4450 E LOWELL ST NW 0 - 1/8 (0.115 mi.) F34 172 ROMERO MOTORS 1307 KETTERING DR E 1/8 - 1/4 (0.132 mi.) G35 178 CORAM HEALTHCARE COR 4355 E LOWELL ST STE NW 1/8 - 1/4 (0.186 mi.) H53 238 ALEXIS OIL CO 1377 KETTERING DR E 1/8 - 1/4 (0.191 mi.) M58 314 COMPUMERIC 1390 S MILLIKEN AVE W 1/8 - 1/4 (0.220 mi.) Q70 388 ONTARIO T INC DBA JO 1201 KETTERING DR ENE 1/8 - 1/4 (0.224 mi.) R72 402 Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ AUTO CHARGERS 4525 E JURUPA SW 0 - 1/8 (0.047 mi.) D21 125 TOYOTA MOTOR SALES - 1425 TOYOTA WAY SW 1/8 - 1/4 (0.219 mi.) P66 374 1729

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 13
Local Lists of Registered Storage Tanks
SWEEPS UST: Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list.

A review of the SWEEPS UST list, as provided by EDR, and dated 06/01/1994 has revealed that there are 2 SWEEPS UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CROWN TOYOTA SCION 1201 KETTERING DR ENE 1/8 - 1/4 (0.224 mi.) R71 392 Status: A
Tank Status: A
Comp Number: 15514
PETERSON MFG. CO., I 1207 MILLIKEN AVE WNW 1/8 - 1/4 (0.225 mi.) O75 445 Status: A
Tank Status: A
Comp Number: 10754
HIST UST: Historical UST Registered Database.

A review of the HIST UST list, as provided by EDR, and dated 10/15/1990 has revealed that there is 1 HIST UST site within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ PETERSON MFG CO INC 1207 MILLIKEN AVENUE WNW 1/8 - 1/4 (0.225 mi.) O74 444 Facility Id: 00000010754
CA FID UST: The Facility Inventory Database contains active and inactive underground storage tank locations. The source is the State Water Resource Control Board.

A review of the CA FID UST list, as provided by EDR, and dated 10/31/1994 has revealed that there are 2 CA FID UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CROWN TOYOTA SCION 1201 KETTERING DR ENE 1/8 - 1/4 (0.224 mi.) R71 392 Facility Id: 36008716
Status: A
PETERSON MFG. CO., I 1207 MILLIKEN AVE WNW 1/8 - 1/4 (0.225 mi.) O75 445 Facility Id: 36008538
Status: A
1730

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 14
CERS TANKS: List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Aboveground Petroleum Storage and Underground Storage Tank regulatory programs.

A review of the CERS TANKS list, as provided by EDR, and dated 04/19/2021 has revealed that there are 4 CERS TANKS sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ MANEY AIRCRAFT INCOR 1305 WANAMAKER AVENU NE 0 - 1/8 (0.029 mi.) B14 90 ALEXIS OIL CO 1377 KETTERING DR E 1/8 - 1/4 (0.191 mi.) M58 314 ONTARIO T INC DBA JO 1201 KETTERING DR ENE 1/8 - 1/4 (0.224 mi.) R72 402 Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ AUTO CHARGERS 4525 E JURUPA SW 0 - 1/8 (0.047 mi.) D21 125 Other Ascertainable Records
RCRA NonGen / NLR: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste.

A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 03/22/2021 has revealed that there are 21 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ ACE CALENDERING ENTE 1311 S WANAMAKER AVE NNE 0 - 1/8 (0.003 mi.) B8 69 EPA ID:: CAL000395979
MANEY AIRCRAFT INC 1305 S WANAMAKER AVE NE 0 - 1/8 (0.029 mi.) B13 87 EPA ID:: CAL000223024
EMISSION METHODS INC 1307 S WANAMAKER AVE NE 0 - 1/8 (0.036 mi.) C15 100 EPA ID:: CAL000412930
UNIVERSAL PLASTIC BA 1309 S WANAMAKER AVE ENE 0 - 1/8 (0.046 mi.) C18 108 EPA ID:: CAL000395334
1309 WANNAMAKER AVE 1309 WANAMAKER AVE ENE 0 - 1/8 (0.046 mi.) C19 111 EPA ID:: CAR000003509
SCANDIA 1155 WANAMAKER AVE NE 0 - 1/8 (0.112 mi.) E28 145 EPA ID:: CAC003014308
SCANDIA RECREATION C 1155 S WANAMAKER AVE NE 0 - 1/8 (0.112 mi.) E30 148 EPA ID:: CAL000248571
DSM NUTRITIONAL PROD 1100 S WANAMAKER AVE NNE 0 - 1/8 (0.114 mi.) E31 150 EPA ID:: CAL000425561
CONVERSE INC 4450 E LOWELL ST NW 0 - 1/8 (0.115 mi.) F33 169 EPA ID:: CAL000284896
KNIGHT TRANSPORT 1021 S WANAMAKER BLV NNE 1/8 - 1/4 (0.164 mi.) I40 201 EPA ID:: CAP000007861
CARDONE INDUSTRIES I 4500 E WALL ST STE B NNE 1/8 - 1/4 (0.177 mi.) K45 210 EPA ID:: CAL000313504
DIAMOND INJECTION MO 4365 EAST LOWELL ST NW 1/8 - 1/4 (0.178 mi.) H47 218 9 DELTA ANALYTICAL L 4365 EAST LOWELL ST NW 1/8 - 1/4 (0.178 mi.) H48 220 1731

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 15
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ COLOPLAST MANUFACTUR 4495 WALL ST UNIT 10 NNE 1/8 - 1/4 (0.182 mi.) I50 224 EPA ID:: CAL000453297
CORAM HEALTHCARE COR 4355 E LOWELL ST STE NW 1/8 - 1/4 (0.186 mi.) H52 236 EPA ID:: CAL000296172
ALEXIS OIL CO 1377 KETTERING DR E 1/8 - 1/4 (0.191 mi.) M59 322 EPA ID:: CAC003028452
BALDA C BREWER INC 4501 E WALL ST NNE 1/8 - 1/4 (0.202 mi.) K61 329 EPA ID:: CAL000414822
COMPUMERIC ENGINEERI 1390 S MILLIKEN AVE W 1/8 - 1/4 (0.220 mi.) Q69 385 EPA ID:: CAL000274048
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ ARCO FACILITY NO 059 4525 E JURUPA SW 0 - 1/8 (0.055 mi.) D25 141 EPA ID:: CAR000103812
MAZDA MOTOR OF AMERI 4305 E JURUPA ST WSW 1/8 - 1/4 (0.173 mi.) J41 203 EPA ID:: CAP000192922
HEALTHWORK MED GROUP 1425 TOYOTA WAY ST F SW 1/8 - 1/4 (0.219 mi.) P67 380 FINDS: The Facility Index System contains both facility information and "pointers" to other sources of information that contain more detail. These include: RCRIS; Permit Compliance System (PCS); Aerometric Information Retrieval System (AIRS); FATES (FIFRA [Federal Insecticide Fungicide Rodenticide Act] and TSCA Enforcement System, FTTS [FIFRA/TSCA Tracking System]; CERCLIS; DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes); Federal Underground Injection Control (FURS); Federal Reporting Data System (FRDS); Surface Impoundments (SIA); TSCA Chemicals in Commerce Information System (CICS); PADS; RCRA-J (medical waste transporters/disposers); TRIS; and TSCA. The source of this database is the U.S. EPA/NTIS.

A review of the FINDS list, as provided by EDR, and dated 05/05/2021 has revealed that there are 2 FINDS sites within approximately 0.001 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CITRUS MOTORS ONTARI 1315 WANAMAKER DR 0 - 1/8 (0.000 mi.) B4 67 VERIZON CALIFORNIA: 1315 WANAMAKER AVENU 0 - 1/8 (0.000 mi.) B6 69 Registry ID:: 110066374346
Cortese: The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites).

A review of the Cortese list, as provided by EDR, and dated 06/17/2021 has revealed that there is 1 Cortese site within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ EMPIRE NISSAN 1377 KETTERING AVE E 1/8 - 1/4 (0.191 mi.) M60 325 Cleanup Status: COMPLETED - CASE CLOSED
1732

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 16
HAZNET: The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of manifests is typically 700,000-1,000,000 annually, representing approximately 350,000-500,000 shipments. Data from non-California manifests & continuation sheets are not included at the present time. Data are from the manifests submitted without correction, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, & disposal method. The source is the Department of Toxic Substance Control is the agency. This database begins with calendar year 1993.

A review of the HAZNET list, as provided by EDR, and dated 12/31/2019 has revealed that there is 1 HAZNET site within approximately 0.001 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CITRUS MOTORS ONTARI 1315 WANAMAKER AVE 0 - 1/8 (0.000 mi.) B5 67 GEPAID: CAL000123461
HIST CORTESE: The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency.

A review of the HIST CORTESE list, as provided by EDR, and dated 04/01/2001 has revealed that there is 1 HIST CORTESE site within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ EMPIRE NISSAN 1377 KETTERING AVE E 1/8 - 1/4 (0.191 mi.) M60 325 Reg Id: 083603197T
San Bern. Co. Permit: San Bernardino County Fire Department Hazardous Materials Division.

A review of the San Bern. Co. Permit list, as provided by EDR, and dated 05/19/2021 has revealed that there are 33 San Bern. Co. Permit sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ FRONTIER CALIFORNIA: 1315 WANAMAKER AVE 0 - 1/8 (0.000 mi.) B7 69 Facility Status: ACTIVE
Facility Id: FA0003622
ACE CALENDERING ENT. 1311 SOUTH WANAMAKER NNE 0 - 1/8 (0.003 mi.) B9 72 Facility Status: ACTIVE
Facility Id: FA0015338
S & W PLASTICS, INC. 1200 WANAMAKER AVE NNE 0 - 1/8 (0.020 mi.) B11 86 Facility Status: INACTIVE
Facility Id: FA0008432
ZALAN PRODUCTS INC 1200 S WANAMAKER AVE NNE 0 - 1/8 (0.020 mi.) B12 87 Facility Status: INACTIVE
Facility Id: FA0014328
MANEY AIRCRAFT INCOR 1305 WANAMAKER AVENU NE 0 - 1/8 (0.029 mi.) B14 90 Facility Status: ACTIVE
Facility Id: FA0004570
WEBBER EMI 1307 S WANAMAKER AVE NE 0 - 1/8 (0.036 mi.) C16 103 Facility Status: ACTIVE
Facility Id: FA0007860
UNIVERSAL PLASTIC BA 1309 S WANAMAKER AVE ENE 0 - 1/8 (0.046 mi.) C20 114 1733

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 17
Facility Status: ACTIVE
Facility Id: FA0015351
ARROW ELECTRONICS 1251 S ROCKEFELLER NNW 0 - 1/8 (0.064 mi.) 26 144 Facility Status: INACTIVE
Facility Id: FA0008449
SCANDIA RECREATION C 1155 WANAMAKER AVE NE 0 - 1/8 (0.112 mi.) E29 147 Facility Status: INACTIVE
Facility Id: FA0006032
DSM NUTRITIONAL PROD 1100 S WANAMAKER AVE NNE 0 - 1/8 (0.114 mi.) E32 153 Facility Status: ACTIVE
Facility Id: FA0015944
CONVERSE 4450 E LOWELL ST NW 0 - 1/8 (0.115 mi.) F34 172 Facility Status: ACTIVE
Facility Status: INACTIVE
Facility Id: FA0008394
ROMERO MOTORS 1307 KETTERING DR E 1/8 - 1/4 (0.132 mi.) G35 178 Facility Status: ACTIVE
Facility Status: INACTIVE
Facility Id: FA0005792
CALIFORNIA PACKAGING 1140 S ROCKEFELLER A NNW 1/8 - 1/4 (0.139 mi.) 37 190 Facility Status: INACTIVE
Facility Id: FA0002466
FRENCH & PACIFIC TRA 4395 E LOWELL ST ’F’ NW 1/8 - 1/4 (0.156 mi.) F38 198 Facility Status: INACTIVE
Facility Id: FA0007788
CHEMREX INC 4500 E WALL ST A NNE 1/8 - 1/4 (0.177 mi.) K44 210 Facility Status: INACTIVE
Facility Id: FA0001874
CARDONE INDUSTRIES I 4500 E WALL ST STE B NNE 1/8 - 1/4 (0.177 mi.) K46 213 Facility Status: ACTIVE
Facility Status: INACTIVE
Facility Id: FA0010776
MARK CHRISTOPHER AUT 4495 WALL ST 101 NNE 1/8 - 1/4 (0.182 mi.) I49 223 Facility Status: INACTIVE
Facility Id: FA0008964
COLOPLAST MANUFACTUR 4495 E WALL ST STE 1 NNE 1/8 - 1/4 (0.182 mi.) I51 226 Facility Status: ACTIVE
Facility Status: INACTIVE
Facility Id: FA0014889
CORAM HEALTHCARE COR 4355 E LOWELL ST STE NW 1/8 - 1/4 (0.186 mi.) H53 238 Facility Status: ACTIVE
Facility Status: FEE EXEMPT
Facility Status: INACTIVE
Facility Id: FA0017721
MEDEGEN INC 4501 WALL ST NNE 1/8 - 1/4 (0.190 mi.) K54 252 Facility Status: INACTIVE
Facility Id: FA0005371
SUPPLY CHAIN SOLUTIO 1051 S ROCKEFELLER A NNW 1/8 - 1/4 (0.190 mi.) L55 253 Facility Status: INACTIVE
Facility Id: FA0009897
EMPIRE NISSAN 1377 KETTERING AVE E 1/8 - 1/4 (0.191 mi.) M60 325 1734

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 18
Facility Status: ACTIVE
Facility Status: INACTIVE
Facility Id: FA0002910
HOFFMAN PRINTING AND 4315 E LOWELL ST UNI WNW 1/8 - 1/4 (0.219 mi.) O65 374 Facility Status: INACTIVE
Facility Id: FA0013041
COMPUMERIC 1390 S MILLIKEN AVE W 1/8 - 1/4 (0.220 mi.) Q70 388 Facility Status: ACTIVE
Facility Id: FA0008155
CROWN TOYOTA SCION 1201 KETTERING DR ENE 1/8 - 1/4 (0.224 mi.) R71 392 Facility Status: ACTIVE
Facility Status: INACTIVE
Facility Id: FA0002554
KAIXIN WOOD PRODUCTS 1300 S MILLIKEN AVE WNW 1/8 - 1/4 (0.231 mi.) S77 446 Facility Status: INACTIVE
Facility Id: FA0015210
CALIF. AUTHORITY/RAC 1155 S MILLIKEN #E NW 1/8 - 1/4 (0.238 mi.) O78 450 Facility Status: INACTIVE
Facility Id: FA0001718
RSA SUPPLY-ONTARIO B 4505 WALL ST NNW 1/8 - 1/4 (0.242 mi.) L79 450 Facility Status: INACTIVE
Facility Id: FA0007901
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CARL’S JR #668 4555 JURUPA AVE SW 0 - 1/8 (0.042 mi.) D17 107 Facility Status: INACTIVE
Facility Id: FA0012472
AUTO CHARGERS 4525 E JURUPA SW 0 - 1/8 (0.047 mi.) D21 125 Facility Status: ACTIVE
Facility Id: FA0001094
CATERPILLAR LOGISTIC 4305 E JURUPA ST WSW 1/8 - 1/4 (0.173 mi.) J42 207 Facility Status: INACTIVE
Facility Id: FA0011598
ONTARIO WELL #27 4300 E JURUPA ST WSW 1/8 - 1/4 (0.217 mi.) J64 373 Facility Status: INACTIVE
Facility Id: FA0002047
TOYOTA MOTOR SALES - 1425 TOYOTA WAY SW 1/8 - 1/4 (0.219 mi.) P66 374 Facility Status: ACTIVE
Facility Id: FA0006761

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR 1735

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 19
researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches.

A review of the EDR Hist Auto list, as provided by EDR, has revealed that there are 2 EDR Hist Auto sites within approximately 0.25 miles of the target property.

Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ AUTO CHARGERS INC 4525 JURUPA ST WSW 0 - 1/8 (0.047 mi.) D23 140 CHEVRON CORPORATION 4880 S MOTOR LN ESE 1/8 - 1/4 (0.214 mi.) N62 332 1736

EXECUTIVE SUMMARY
TC6683289.2s EXECUTIVE SUMMARY 20
Due to poor or inadequate address information, the following sites were not mapped. Count: 3 records.

Site Name Database(s)
____________ ____________
CDL
CDL

MILLIKEN SANITARY LANDFILL ENVIROSTOR
1737
EDR Inc.
60 kV
1 0 0 0
960
9 6 0
9 6 0
920
920
9 2 0 9 2 0
9 2 0
8 8 0
8 8 0
1738
EDR Inc.
920
1739

MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted

STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL 1.000 0 0 0 0 NR 0
Proposed NPL 1.000 0 0 0 0 NR 0
NPL LIENS 0.001 0 NR NR NR NR 0
Federal Delisted NPL site list
Delisted NPL 1.000 0 0 0 0 NR 0
Federal CERCLIS list
FEDERAL FACILITY 0.500 0 0 0 NR NR 0
SEMS 0.500 0 0 0 NR NR 0
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE 0.500 0 0 0 NR NR 0
Federal RCRA CORRACTS facilities list
CORRACTS 1.000 0 0 0 0 NR 0
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF 0.500 0 0 0 NR NR 0
Federal RCRA generators list
RCRA-LQG 0.250 0 1 NR NR NR 1
RCRA-SQG 0.250 2 7 NR NR NR 9
RCRA-VSQG 0.250 0 0 NR NR NR 0
Federal institutional controls /
engineering controls registries
LUCIS 0.500 0 0 0 NR NR 0
US ENG CONTROLS 0.500 0 0 0 NR NR 0
US INST CONTROLS 0.500 0 0 0 NR NR 0
Federal ERNS list
ERNS 0.001 0 NR NR NR NR 0
State- and tribal - equivalent NPL
RESPONSE 1.000 0 0 0 0 NR 0
State- and tribal - equivalent CERCLIS
ENVIROSTOR 1.000 0 0 0 1 NR 1
State and tribal landfill and/or
solid waste disposal site lists
SWF/LF 0.500 0 0 0 NR NR 0
State and tribal leaking storage tank lists
LUST 0.500 0 1 0 NR NR 1
TC6683289.2s Page 4
1740

MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted INDIAN LUST 0.500 0 0 0 NR NR 0
CPS-SLIC 0.500 1 0 0 NR NR 1
State and tribal registered storage tank lists
FEMA UST 0.250 0 0 NR NR NR 0
UST 0.250 2 2 NR NR NR 4
AST 0.250 1 0 5 NR NR NR 6
INDIAN UST 0.250 0 0 NR NR NR 0
State and tribal voluntary cleanup sites
VCP 0.500 0 0 0 NR NR 0
INDIAN VCP 0.500 0 0 0 NR NR 0
State and tribal Brownfields sites
BROWNFIELDS 0.500 0 0 0 NR NR 0

ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS 0.500 0 0 0 NR NR 0
Local Lists of Landfill / Solid
Waste Disposal Sites
WMUDS/SWAT 0.500 0 0 0 NR NR 0
SWRCY 0.500 0 0 0 NR NR 0
HAULERS 0.001 0 NR NR NR NR 0
INDIAN ODI 0.500 0 0 0 NR NR 0
DEBRIS REGION 9 0.500 0 0 0 NR NR 0
ODI 0.500 0 0 0 NR NR 0
IHS OPEN DUMPS 0.500 0 0 0 NR NR 0
Local Lists of Hazardous waste /
Contaminated Sites
US HIST CDL 0.001 0 NR NR NR NR 0
HIST Cal-Sites 1.000 0 0 0 0 NR 0
SCH 0.250 0 0 NR NR NR 0
CDL 0.001 0 NR NR NR NR 0
CERS HAZ WASTE 0.250 1 7 6 NR NR NR 14
Toxic Pits 1.000 0 0 0 0 NR 0
US CDL 0.001 0 NR NR NR NR 0
PFAS 0.500 0 0 0 NR NR 0
Local Lists of Registered Storage Tanks
SWEEPS UST 0.250 0 2 NR NR NR 2
HIST UST 0.250 0 1 NR NR NR 1
CA FID UST 0.250 0 2 NR NR NR 2
CERS TANKS 0.250 1 2 2 NR NR NR 5
Local Land Records
LIENS 0.001 0 NR NR NR NR 0
TC6683289.2s Page 5
1741

MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted LIENS 2 0.001 0 NR NR NR NR 0
DEED 0.500 0 0 0 NR NR 0
Records of Emergency Release Reports
HMIRS 0.001 0 NR NR NR NR 0
CHMIRS 0.001 0 NR NR NR NR 0
LDS 0.001 0 NR NR NR NR 0
MCS 0.001 0 NR NR NR NR 0
SPILLS 90 0.001 0 NR NR NR NR 0
Other Ascertainable Records
RCRA NonGen / NLR 0.250 10 11 NR NR NR 21
FUDS 1.000 0 0 0 0 NR 0
DOD 1.000 0 0 0 0 NR 0
SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0
US FIN ASSUR 0.001 0 NR NR NR NR 0
EPA WATCH LIST 0.001 0 NR NR NR NR 0
2020 COR ACTION 0.250 0 0 NR NR NR 0
TSCA 0.001 0 NR NR NR NR 0
TRIS 0.001 0 NR NR NR NR 0
SSTS 0.001 0 NR NR NR NR 0
ROD 1.000 0 0 0 0 NR 0
RMP 0.001 0 NR NR NR NR 0
RAATS 0.001 0 NR NR NR NR 0
PRP 0.001 0 NR NR NR NR 0
PADS 0.001 0 NR NR NR NR 0
ICIS 0.001 0 NR NR NR NR 0
FTTS 0.001 0 NR NR NR NR 0
MLTS 0.001 0 NR NR NR NR 0
COAL ASH DOE 0.001 0 NR NR NR NR 0
COAL ASH EPA 0.500 0 0 0 NR NR 0
PCB TRANSFORMER 0.001 0 NR NR NR NR 0
RADINFO 0.001 0 NR NR NR NR 0
HIST FTTS 0.001 0 NR NR NR NR 0
DOT OPS 0.001 0 NR NR NR NR 0
CONSENT 1.000 0 0 0 0 NR 0
INDIAN RESERV 1.000 0 0 0 0 NR 0
FUSRAP 1.000 0 0 0 0 NR 0
UMTRA 0.500 0 0 0 NR NR 0
LEAD SMELTERS 0.001 0 NR NR NR NR 0
US AIRS 0.001 0 NR NR NR NR 0
US MINES 0.250 0 0 NR NR NR 0
ABANDONED MINES TP NR NR NR NR NR 0
FINDS 0.001 1 2 NR NR NR NR 3
DOCKET HWC TP NR NR NR NR NR 0
ECHO TP NR NR NR NR NR 0
UXO 1.000 0 0 0 0 NR 0
FUELS PROGRAM 0.250 0 0 NR NR NR 0
CA BOND EXP. PLAN 1.000 0 0 0 0 NR 0
Cortese 0.500 0 1 0 NR NR 1
CUPA Listings 0.250 0 0 NR NR NR 0
TC6683289.2s Page 6
1742

MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted DRYCLEANERS 0.250 0 0 NR NR NR 0
EMI 0.001 0 NR NR NR NR 0
ENF 0.001 0 NR NR NR NR 0
Financial Assurance 0.001 0 NR NR NR NR 0
HAZNET 0.001 1 1 NR NR NR NR 2
ICE TP NR NR NR NR NR 0
HIST CORTESE 0.500 0 1 0 NR NR 1
HWP 1.000 0 0 0 0 NR 0
HWT 0.250 0 0 NR NR NR 0
MINES TP NR NR NR NR NR 0
MWMP 0.250 0 0 NR NR NR 0
NPDES 0.001 0 NR NR NR NR 0
San Bern. Co. Permit 0.250 1 13 20 NR NR NR 34
PEST LIC TP NR NR NR NR NR 0
PROC 0.500 0 0 0 NR NR 0
Notify 65 1.000 0 0 0 0 NR 0
UIC 0.001 0 NR NR NR NR 0
UIC GEO TP NR NR NR NR NR 0
WASTEWATER PITS 0.500 0 0 0 NR NR 0
WDS 0.001 0 NR NR NR NR 0
WIP 0.250 0 0 NR NR NR 0
MILITARY PRIV SITES TP NR NR NR NR NR 0
PROJECT TP NR NR NR NR NR 0
WDR TP NR NR NR NR NR 0
CIWQS TP NR NR NR NR NR 0
CERS TP 1 NR NR NR NR NR 1
NON-CASE INFO TP NR NR NR NR NR 0
OTHER OIL GAS TP NR NR NR NR NR 0
PROD WATER PONDS TP NR NR NR NR NR 0
SAMPLING POINT TP NR NR NR NR NR 0
WELL STIM PROJ TP NR NR NR NR NR 0
MINES MRDS TP NR NR NR NR NR 0
HWTS TP 1 NR NR NR NR NR 1

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP 1.000 0 0 0 0 NR 0
EDR Hist Auto 0.250 1 1 NR NR NR 2
EDR Hist Cleaner 0.250 0 0 NR NR NR 0

EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF 0.001 0 NR NR NR NR 0
RGA LUST 0.001 0 NR NR NR NR 0
- Totals -- 8 41 63 0 1 0 113
TC6683289.2s Page 7
1743

MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted NOTES:

TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC6683289.2s Page 8
1744
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Owner State: CA
Owner Mail Address: 1315 S. WANAMAKER
Owner Phone: (909) 390-0930
Operator Phone: (909) 390-0930
Operator Name: CITRUS MOTORS ONTARIO INC
Mailing Address Zip Code: 91761
Mailing Address State: CA
Mailing Address City: ONTARIO
Mailing Address: 1375 WOODRUFF WAY
Fax: (909) 390-0983
Phone: (909) 390-0930
Business Name: CITRUS MOTORS ONTARIO INC
Facility ID: FA0002199
CERSID: 10037656
Total Gallons: Not reported
Owner: DENNIS SHANNON
Certified Unified Program Agencies: Not reported
City/Zip: ONTARIO,91761
Address: 1375 WOODRUFF WAY
Name: CITRUS MOTORS ONTARIO INC
EPAID: Not reported
Property Owner Country: Not reported
Property Owner Zip Code: Not reported
Property Owner Stat : Not reported
Property Owner City: Not reported
Property Owner Mailing Address: Not reported
Property Owner Phone: Not reported
Property Owner Name: Not reported
Owner Country: Not reported
Owner Zip Code: Not reported
Owner State: Not reported
Owner Mail Address: Not reported
Owner Phone: Not reported
Operator Phone: Not reported
Operator Name: Not reported
Mailing Address Zip Code: Not reported
Mailing Address State: Not reported
Mailing Address City: Not reported
Mailing Address: Not reported
Fax: Not reported
Phone: Not reported
Business Name: Not reported
Facility ID: Not reported
CERSID: Not reported
Total Gallons: 7,400
Owner: DENNIS SHANNON
Certified Unified Program Agencies: San Bernardino
City/Zip: ONTARIO,
Address: 1375 WOODRUFF WAY
Name: CITRUS MOTORS ONTARIO INC
AST:

CERS
Site 1 of 2 in cluster A San Bern. Co. Permit
FINDS
Actual:
914 ft.

Property ONTARIO, CA 91761 CERS TANKS
Target 1375 WOODRUFF WAY CERS HAZ WASTE N/A
A1 CITRUS MOTORS ONTARIO INC AST 1007739294
TC6683289.2s Page 9
1745
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
City,State,Zip: ONTARIO, CA 91761
Address: 1375 WOODRUFF WAY
Name: CITRUS MOTORS ONTARIO INC
Expiration Date: 09/30/2021
Facility Status: ACTIVE
Permit Category: LARGE QUANTITY GENERATOR
Permit Number: PT0006728
Owner: DENNIS SHANNON
Facility ID: FA0002199
Region: SAN BERNARDINO
City,State,Zip: ONTARIO, CA 91761
Address: 1375 WOODRUFF WAY
Name: CITRUS MOTORS ONTARIO INC
San Bern. Co. Permit:
additional FINDS: detail in the EDR Site Report.

Click this hyperlink while viewing on your computer to access

STATE MASTER
facilities.
generators, transporters, and treatment, storage, and disposal provides California with information on hazardous waste shipments for California Hazardous Waste Tracking System - Datamart (HWTS-DATAMART) Environmental Interest/Information System:

Click Here:

Registry ID: 110019001373
FINDS:

CERS Description: Aboveground Petroleum Storage
CERS ID: 10037656
Site ID: 105794
City,State,Zip: ONTARIO, CA 91761
Address: 1375 WOODRUFF WAY
Name: CITRUS MOTORS ONTARIO INC
CERS TANKS:

CERS Description: Hazardous Waste Generator
CERS ID: 10037656
Site ID: 105794
City,State,Zip: ONTARIO, CA 91761
Address: 1375 WOODRUFF WAY
Name: CITRUS MOTORS ONTARIO INC
CERS HAZ WASTE:

EPAID: CA0000008086
Property Owner Country: Not reported
Property Owner Zip Code: Not reported
Property Owner Stat : Not reported
Property Owner City: Not reported
Property Owner Mailing Address: Not reported
Property Owner Phone: Not reported
Property Owner Name: Not reported
Owner Country: United States
Owner Zip Code: Not reported
CITRUS MOTORS ONTARIO INC (Continued) 1007739294
TC6683289.2s Page 10
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department being properly labeled.

Violation Notes: Returned to compliance on 12/22/2016. Drained used oil filters are not with the requirements.

Violation Description: Failure to properly manage used oil and/or fuel filters in accordance Section(s) 25250.22
Citation: HSC 6.5 25250.22 - California Health and Safety Code, Chapter 6.5, Violation Date: 09-13-2016
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department plan is readily available to required personnel.

CORRECTIVE ACTION: Submit a signed statement indicating that business the CERS business plan was not available in the black records box.

Violation Notes: Returned to compliance on 10/01/2019. OBSERVATION: A current copy of emergency response or training.
business or the unified program facility with responsibilities for Violation Description: Failure to have a business plan readily available to personnel of the Section(s) 25505(c)
Citation: HSC 6.95 25505(c) - California Health and Safety Code, Chapter 6.95, Violation Date: 09-10-2019
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violations:

CERS Description: Chemical Storage Facilities
CERS ID: 10037656
Site ID: 105794
City,State,Zip: ONTARIO, CA 91761
Address: 1375 WOODRUFF WAY
Name: CITRUS MOTORS ONTARIO INC
CERS:

Expiration Date: 09/30/2021
Facility Status: ACTIVE
Permit Category: APSA 1,320-10,000 GAL FAC CAPACITY
Permit Number: PT0016453
Owner: DENNIS SHANNON
Facility ID: FA0002199
Region: SAN BERNARDINO
City,State,Zip: ONTARIO, CA 91761
Address: 1375 WOODRUFF WAY
Name: CITRUS MOTORS ONTARIO INC
Expiration Date: 09/30/2021
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 11-30 CHEMICALS
Permit Number: PT0006727
Owner: DENNIS SHANNON
Facility ID: FA0002199
Region: SAN BERNARDINO
CITRUS MOTORS ONTARIO INC (Continued) 1007739294
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Map ID MAP FINDINGS
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department reportable threshold missing from CERS hazardous materials inventory.

Violation Notes: Returned to compliance on 12/22/2016. Hazardous materials above requires modification to any portion of the business plan. business name. A substantial change in the handler’s operations that quantities. A change of business address, business ownership, or previously undisclosed hazardous materials at or above reportable quantity of a previously disclosed material. Any handling of a one of the following events: A 100 percent or more increase in the Violation Description: Failure to electronically update business plan within 30 days of any

6.95, Section(s) 25508.1(a)-(f)
Citation: HSC 6.95 25508.1(a)-(f) - California Health and Safety Code, Chapter Violation Date: 09-13-2016
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department three years.
conducted and that training records are maintained for a minimum of signed statement indicating that initial and annual training is topics were not available for review. CORRECTIVE ACTION: Submit a hazardous materials, SPCC plan, hazardous waste and PPE training Violation Notes: Returned to compliance on 09/10/2019. OBSERVATION: Records for the records for a minimum of three years.
hazardous material or failure to document and maintain training safety procedures in the event of a release or threatened release of a Violation Description: Failure to provide initial and annual training to all employees in

6.95, Section(s) 25505(a)(4)
Citation: HSC 6.95 25505(a)(4) - California Health and Safety Code, Chapter Violation Date: 09-10-2019
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violation Source: CERS
Violation Program: APSA
Violation Division: San Bernardino County Fire Department being conducted.
signed statement indicating the tank inspections per the SPCC plan are daily hazardous waste tank inspection. CORRECTIVE ACTION: Submit a were not available for review. This is a different inspection than the spill prevention and tank inspections as called out by the SPCC plan Violation Notes: Returned to compliance on 10/01/2019. OBSERVATION: Records of the tests, for at least three years. 3. Keep comparison records. procedures and records of inspections and tests, including integrity signed by the appropriate supervisor or inspector. 2. Keep written Have record of inspections and tests, including integrity tests, Violation Description: Failure to comply with one or more of the following requirements: 1.

6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 09-10-2019
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
CITRUS MOTORS ONTARIO INC (Continued) 1007739294
TC6683289.2s Page 12
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
the environment.
to air, soil, or surface water which could threaten human health or non-sudden release of hazardous waste or hazardous waste constituents possibility of a fire, explosion, or any unplanned sudden or Violation Description: Failure to maintain and operate the facility to minimize the 15, Section(s) 66265.31
Citation: 22 CCR 15 66265.31 - California Code of Regulations, Title 22, Chapter Violation Date: 09-10-2019
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violation Source: CERS
Violation Program: APSA
Violation Division: San Bernardino County Fire Department implemented.

Violation Notes: Returned to compliance on 12/22/2016. SPCC Plan not prepared and Countermeasure (SPCC) Plan.

Violation Description: Failure to prepare and implement a Spill Prevention Control and

6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 09-13-2016
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violation Source: CERS
Violation Program: APSA
Violation Division: San Bernardino County Fire Department that uncontaminated rainwater is drained in an approved manner.

Submit a signed statement indicating the drain will kept closed and the waste oil tank was found in a open position. CORRECTIVE ACTION:

Violation Notes: Returned to compliance on 10/01/2019. OBSERVATION: The drain valve on bypass valves under responsible supervision.
sealed closed. 2. Inspect the retained rainwater 3. Open and reseal bypassing the facility treatment system: 1. Keep bypass valve normally discharge of an effluent into an open watercourse, lake, or pond, uncontaminated rainwater from diked area into a storm drain or Violation Description: Failure to ensure the following before allowing drainage of

6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 09-10-2019
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violation Source: CERS
Violation Program: APSA
Violation Division: San Bernardino County Fire Department that the SPCC plan has been properly implemented.

ACTION: Implement the SPCC Plan. Submit a signed statement indicating implemented to include the training and inspections. CORRECTIVE developed on 10/3/2016. It was found that plan has not been Violation Notes: Returned to compliance on 10/01/2019. OBSERVATION: The SPCC plan was Violation Description: Failure to implement the SPCC Plan.

6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 09-10-2019
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
CITRUS MOTORS ONTARIO INC (Continued) 1007739294
TC6683289.2s Page 13
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
numbered items. CORRECTIVE ACTION: Submit an accurate and complete to a numbered inventory. Update the map to include a key to the longer accurate. The items numbered on the plan no longer correspond Violation Notes: Returned to compliance on 10/03/2019. OBSERVATION: The site map is no required content.

Violation Description: Failure to complete and electronically submit a site map with all

6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 09-10-2019
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violation Source: CERS
Violation Program: APSA
Violation Division: San Bernardino County Fire Department briefings are conducted at least once a year.

ACTION: Submit a signed statement indicating that spill prevention spill prevention briefings were not available for review. CORRECTIVE Violation Notes: Returned to compliance on 10/01/2019. OBSERVATION: Records of the SPCC Plan.
personnel at least once a year to assure adequate understanding of the Violation Description: Failure to conduct spill prevention briefing for oil-handling

6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 09-10-2019
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department that the container listed above has been properly closed. hazardous waste containers and submit photos to the CUPA demonstrating a sealable lid was recommended. CORRECTIVE ACTION: Close all the containers must be kept closed when not in use. A screw in funnel with drums were found open and are not closed between uses. Hazardous waste Violation Notes: Returned to compliance on 10/01/2019. OBSERVATION: The waste paint leak.
stored in a manner which may rupture the container or cause it to container holding hazardous waste must not be opened, handled, or storage, except when it is necessary to add or remove waste. (b) A container holding hazardous waste must always be closed during Violation Description: Failure to meet the following container management requirements: (a) A Chapter 15, Section(s) 66265.173
Citation: 22 CCR 15 66265.173 - California Code of Regulations, Title 22, Violation Date: 09-10-2019
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department properly removed and managed.
waste. Submit photos to this Division demonstrating the spill has been Remove this contaminated debris and manage the waste as a hazardous found in the containment for the used oil tank. CORRECTIVE ACTION:

Violation Notes: Returned to compliance on 10/01/2019. OBSERVATION: Oily debris was CITRUS MOTORS ONTARIO INC (Continued) 1007739294
TC6683289.2s Page 14
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Eval Division: San Bernardino County Fire Department
Eval Notes: Not reported
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 09-10-2019
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: APSA
Eval Division: San Bernardino County Fire Department
Eval Notes: Not reported
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 09-10-2019
Eval General Type: Compliance Evaluation Inspection
Evaluation:

Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department are not being conducted.

Waste tank (CCR 66265.195) Daily inspections of hazardous waste AST Violation Notes: Returned to compliance on 12/22/2016. Failure to inspect Hazardous Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 09-13-2016
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department 66265.192 and submit a copy to the CUPA.
reassessment for the tank system in accordance with 22 CCR 15 CORRECTIVE ACTION: Obtain a written hazardous waste tank system tank system as stated in the engineer’s report, whichever is less. tank system assessment or within the remaining service life of the conducted for the waste oil tank system within 5 years of the previous Violation Notes: OBSERVATION: A hazardous waste tank reassessment has not been hazardous wastes generated onsite.
generator onground or aboveground tank systems containing RCRA non-RCRA hazardous wastes generated onsite, or for a small quantity applies to onground or aboveground tank systems containing only in the engineer’s assessment, whichever is less. This assessment (5) years or the remaining service life of the tank system, as stated Violation Description: Failure of generator to obtain assessment or reassessment every five Chapter 15, Section(s) 66265.192(h)
Citation: 22 CCR 15 66265.192(h) - California Code of Regulations, Title 22, Violation Date: 09-10-2019
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department site map into CERS.

CITRUS MOTORS ONTARIO INC (Continued) 1007739294
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Site City: ONTARIO
Site Address: 1375 WOODRUFF WAY
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Enf Action Source: CERS
Enf Action Program: APSA
Enf Action Division: San Bernardino County Fire Department Enf Action Notes: Not reported
Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 09-13-2016
Site Zip: 91761
Site City: ONTARIO
Site Address: 1375 WOODRUFF WAY
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Enforcement Action:

Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: ROUTINE HANDLER INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 09-13-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: ROUTINE GENERATOR INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 09-13-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: APSA
Eval Division: San Bernardino County Fire Department
Eval Notes: ROUTINE APSA INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 09-13-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: Not reported
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 09-10-2019
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
CITRUS MOTORS ONTARIO INC (Continued) 1007739294
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Entity Title: Not reported
Entity Name: DENNIS SHANNON
Affiliation Type Desc: Legal Owner
Affiliation Phone: (909) 390-0930
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: CITRUS MOTORS ONTARIO INC
Affiliation Type Desc: Operator
Affiliation Phone: Not reported
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: Andrew Smith, Western EHS Service, Inc.

Affiliation Type Desc: Document Preparer
Affiliation:

Longitude: -117.552010
Latitude: 34.049477
Ref Point Type Desc: Unknown
Coord Name: Not reported
Program ID: 10037656
Env Int Type Code: HWG
Facility Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Coordinates:

Enf Action Source: CERS
Enf Action Program: HW
Enf Action Division: San Bernardino County Fire Department Enf Action Notes: Not reported
Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 09-13-2016
Site Zip: 91761
Site City: ONTARIO
Site Address: 1375 WOODRUFF WAY
Site Name: CITRUS MOTORS ONTARIO INC
Site ID: 105794
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Notes: Not reported
Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 09-13-2016
Site Zip: 91761
CITRUS MOTORS ONTARIO INC (Continued) 1007739294
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Map ID MAP FINDINGS
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Elevation Site Database(s) EPA ID Number
Affiliation Phone: Not reported
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: CITRUS MOTORS ONTARIO INC
Affiliation Type Desc: Parent Corporation
Affiliation Phone: Not reported
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: SERVICE MANAGER
Entity Name: MATT PARKER
Affiliation Type Desc: Identification Signer
Affiliation Phone: Not reported
Affiliation Zip: 91761
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: ONTARIO
Affiliation Address: 1375 WOODRUFF WAY
Entity Title: Not reported
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Phone: Not reported
Affiliation Zip: 91761
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: ONTARIO
Affiliation Address: 1375 WOODRUFF WAY
Entity Title: Not reported
Entity Name: MATT PARKER
Affiliation Type Desc: Environmental Contact
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Title: Not reported
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation Phone: (909) 390-0930
Affiliation Zip: 91761-9176
Affiliation Country: United States
Affiliation State: CA
Affiliation City: ONTARIO
Affiliation Address: 1315 S. WANAMAKER
CITRUS MOTORS ONTARIO INC (Continued) 1007739294
TC6683289.2s Page 18
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 331 - Off-specification, aged or surplus organics TSD EPA ID: AZD081705402
Gepaid: CA0000008086
Year: 2019
Tons: 0.10000
Disposal Method: -
CA Waste Code: 352 - Other organic solids
TSD EPA ID: CAL000330453
Gepaid: CA0000008086
Year: 2019
Tons: 0.65000
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 352 - Other organic solids
TSD EPA ID: CAL000330453
Gepaid: CA0000008086
Year: 2019
Tons: 0.17500
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 181 - Other inorganic solid waste
TSD EPA ID: AZD081705402
Gepaid: CA0000008086
Year: 2019
Tons: 0.19800
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 214 - Unspecified solvent mixture
TSD EPA ID: AZD081705402
Gepaid: CA0000008086
Year: 2019
Tons: 4.75000
Disposal Method: H010 - Metals Recovery Including Retoring,Smelting,Chemicals,Ect CA Waste Code: 352 - Other organic solids
TSD EPA ID: CAL000330453
Gepaid: CA0000008086
Year: 2019
Mailing Address: PO BOX 4270
Mailing Name: Not reported
Telephone: 9093900930
Contact: MATT PARKER
City,State,Zip: ONTARIO, CA 917618970
Address 2: Not reported
Address: 1375 S WOODRUFF WAY
Name: CITRUS MOTORS ONTARIO INC
HAZNET:

Site 2 of 2 in cluster A
Actual:
914 ft.

Property ONTARIO, CA 91761
Target 1375 S WOODRUFF WAY HWTS N/A
A2 CITRUS MOTORS ONTARIO INC HAZNET S112835637
TC6683289.2s Page 19
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 20221770
Receipt Date: 20000629
Creation Date: 8/14/2000 0:00:00
Shipment Date: 20000629
Gen EPA ID: CA0000008086
Year: 2000
Additional Info:
61 additional CA HAZNET: record(s) in the EDR Site Report.

Click this hyperlink while viewing on your computer to access Tons: 0.25000
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 181 - Other inorganic solid waste
TSD EPA ID: AZD081705402
Gepaid: CA0000008086
Year: 2018
Tons: 1.25400
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 331 - Off-specification, aged or surplus organics TSD EPA ID: AZD081705402
Gepaid: CA0000008086
Year: 2018
Tons: 0.18700
Regeneration, Organics Recovery Ect
Disposal Method: H039 - Other Recovery Of Reclamation For Reuse Including Acid CA Waste Code: 343 - Unspecified organic liquid mixture TSD EPA ID: CAT080013352
Gepaid: CA0000008086
Year: 2018
Tons: 1.30000
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 352 - Other organic solids
TSD EPA ID: CAL000330453
Gepaid: CA0000008086
Year: 2018
Tons: 1.08900
Treatment/Reovery (H010-H129) Or (H131-H135)
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 20
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 297
Quantity Tons: 1.2474
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT000613927
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: SCR000075150
Manifest ID: 20016024
Receipt Date: 20000626
Creation Date: 9/11/2000 0:00:00
Shipment Date: 20000626
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 8
Quantity Tons: 0.0336
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT000613927
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: SCR000075150
Manifest ID: 20016024
Receipt Date: 20000626
Creation Date: 9/11/2000 0:00:00
Shipment Date: 20000626
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 325
Quantity Tons: 1.365
Meth Code: H01 - Transfer Station
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 21
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 20095284
Receipt Date: 20000519
Creation Date: 7/12/2000 0:00:00
Shipment Date: 20000519
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 225
Quantity Tons: 0.945
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT080025711
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 20221751
Receipt Date: 20000621
Creation Date: 8/9/2000 0:00:00
Shipment Date: 20000621
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 15
Quantity Tons: 0.063
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT000613893
Trans 2 Name: Not reported
Trans 2 EPA ID: SCR000074591
Trans Name: Not reported
Trans EPA ID: SCR000075150
Manifest ID: 20016023
Receipt Date: 20000705
Creation Date: 8/14/2000 0:00:00
Shipment Date: 20000626
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 22
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Quantity Unit: G
Waste Quantity: 28
Quantity Tons: 0.1176
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT000613893
Trans 2 Name: Not reported
Trans 2 EPA ID: SCR000074591
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 99847675
Receipt Date: 20000413
Creation Date: 6/7/2000 0:00:00
Shipment Date: 20000407
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 375
Quantity Tons: 1.575
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 20095281
Receipt Date: 20000421
Creation Date: 6/7/2000 0:00:00
Shipment Date: 20000421
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 400
Quantity Tons: 1.68
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Gen EPA ID: CA0000008086
Year: 1998
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 8
Quantity Tons: 0.0336
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT000613927
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 99847676
Receipt Date: 20000407
Creation Date: 6/13/2000 0:00:00
Shipment Date: 20000407
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 394
Quantity Tons: 1.6548
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT000613927
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 99847676
Receipt Date: 20000407
Creation Date: 6/13/2000 0:00:00
Shipment Date: 20000407
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TSDF EPA ID: CAT000613893
Trans 2 Name: Not reported
Trans 2 EPA ID: SCD987574647
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 98447308
Receipt Date: 19981203
Creation Date: 1/21/1999 0:00:00
Shipment Date: 19981201
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 225
Quantity Tons: 0.945
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 98843705
Receipt Date: 19981204
Creation Date: 1/28/1999 0:00:00
Shipment Date: 19981204
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 225
Quantity Tons: 0.945
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 98505784
Receipt Date: 19981231
Creation Date: 3/1/1999 0:00:00
Shipment Date: 19981230
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Quantity Unit: G
Waste Quantity: 15
Quantity Tons: 0.0625
Meth Code: H01 - Transfer Station
RCRA Code: D006
Waste Code Description: 741 - Liquids with halogenated organic compounds > 1000 mg/l TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT000613893
Trans Name: Not reported
TSDF EPA ID: CAT000613893
Trans 2 Name: Not reported
Trans 2 EPA ID: SCD987574647
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 98447308
Receipt Date: 19981203
Creation Date: 1/21/1999 0:00:00
Shipment Date: 19981201
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 8
Quantity Tons: 0.0336
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT000613893
Trans Name: Not reported
TSDF EPA ID: CAT000613893
Trans 2 Name: Not reported
Trans 2 EPA ID: SCD987574647
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 98447308
Receipt Date: 19981203
Creation Date: 1/21/1999 0:00:00
Shipment Date: 19981201
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 22
Quantity Tons: 0.0924
Meth Code: H01 - Transfer Station
RCRA Code: D006
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT000613893
Trans Name: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Receipt Date: 19981006
Creation Date: 12/7/1998 0:00:00
Shipment Date: 19981006
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 300
Quantity Tons: 1.26
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 98501088
Receipt Date: 19981028
Creation Date: 12/10/1998 0:00:00
Shipment Date: 19981028
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 275
Quantity Tons: 1.155
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 98505757
Receipt Date: 19981112
Creation Date: 1/21/1999 0:00:00
Shipment Date: 19981112
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT000613893
Trans Name: Not reported
TSDF EPA ID: CAT000613893
Trans 2 Name: Not reported
Trans 2 EPA ID: SCD987574647
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 98289663
Receipt Date: 19980924
Creation Date: 11/24/1998 0:00:00
Shipment Date: 19980922
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 285
Quantity Tons: 1.197
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 98501021
Receipt Date: 19980924
Creation Date: 12/7/1998 0:00:00
Shipment Date: 19980924
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 250
Quantity Tons: 1.05
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 98501073
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Quantity Tons: 0.3
Meth Code: H010 - Metals Recovery Including Retoring,Smelting,Chemicals,Ect RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
TSDF EPA ID: CAL000330453
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
Trans EPA ID: CAL000330453
Manifest ID: 018412171JJK
Receipt Date: 20171229
Creation Date: 8/3/2018 18:30:33
Shipment Date: 20171229
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 150
Quantity Tons: 0.075
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
TSDF EPA ID: CAL000330453
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
Trans EPA ID: CAL000330453
Manifest ID: 018412171JJK
Receipt Date: 20171229
Creation Date: 8/3/2018 18:30:33
Shipment Date: 20171229
Gen EPA ID: CA0000008086
Year: 2017
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 8
Quantity Tons: 0.0336
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Shipment Date: 20171121
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 1000
Quantity Tons: 0.5
Meth Code: H010 - Metals Recovery Including Retoring,Smelting,Chemicals,Ect RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
TSDF EPA ID: CAL000330453
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
Trans EPA ID: CAL000330453
Manifest ID: 018044382JJK
Receipt Date: 20171122
Creation Date: 8/7/2018 18:30:34
Shipment Date: 20171121
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 900
Quantity Tons: 0.45
Meth Code: H010 - Metals Recovery Including Retoring,Smelting,Chemicals,Ect RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
TSDF EPA ID: CAL000330453
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL INC
Trans EPA ID: CAL000330453
Manifest ID: 018412008JJK
Receipt Date: 20171219
Creation Date: 8/7/2018 18:30:26
Shipment Date: 20171219
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 600
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TSDF EPA ID: AZD081705402
Trans 2 Name: HERITAGE TRANSPORT LLC
Trans 2 EPA ID: IND058484114
Trans Name: CLEANTECH ENVIRONMENTAL
Trans EPA ID: CAL000330453
Manifest ID: 017877366JJK
Receipt Date: 20171121
Creation Date: 10/11/2018 18:31:48
Shipment Date: 20171106
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 700
Quantity Tons: 0.35
Meth Code: H010 - Metals Recovery Including Retoring,Smelting,Chemicals,Ect RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
TSDF EPA ID: CAL000330453
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
Trans EPA ID: CAL000330453
Manifest ID: 018042436JJK
Receipt Date: 20171106
Creation Date: 6/20/2018 18:31:35
Shipment Date: 20171106
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 200
Quantity Tons: 0.1
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
TSDF EPA ID: CAL000330453
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
Trans EPA ID: CAL000330453
Manifest ID: 018044382JJK
Receipt Date: 20171122
Creation Date: 8/7/2018 18:30:34
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 31
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 221 - Waste oil and mixed oil
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 003428083GBF
Receipt Date: 20171108
Creation Date: 8/3/2018 18:30:48
Shipment Date: 20171030
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 300
Quantity Tons: 0.15
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
TSDF EPA ID: CAL000330453
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CLEANTECH ENVIRONMENTAL
Trans EPA ID: CAL000330453
Manifest ID: 018042436JJK
Receipt Date: 20171106
Creation Date: 6/20/2018 18:31:35
Shipment Date: 20171106
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: D001
Quantity Unit: G
Waste Quantity: 100
Quantity Tons: 0.33
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: D018
Waste Code Description: 331 - Off-specification, aged, or surplus organics TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: HERITAGE ENVIRONMENTAL SERVICES LLC
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 2300
Quantity Tons: 9.591
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 222 - Oil/water separation sludge TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 21660260
Receipt Date: 20021022
Creation Date: 2/21/2003 10:42:43
Shipment Date: 20021022
Gen EPA ID: CA0000008086
Year: 2002
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.187
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 343 - Unspecified organic liquid mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 003428083GBF
Receipt Date: 20171108
Creation Date: 8/3/2018 18:30:48
Shipment Date: 20171030
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 45
Quantity Tons: 0.171
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Quantity Unit: G
Waste Quantity: 30
Quantity Tons: 0.1251
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 133 - Aqueous solution with 10% or more total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 006013091FLE
Receipt Date: 20141029
Creation Date: 2/13/2015 22:15:23
Shipment Date: 20141022
Gen EPA ID: CA0000008086
Year: 2014
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 2800
Quantity Tons: 11.676
Meth Code: - Not reported
RCRA Code: NONE
Waste Code Description: 222 - Oil/water separation sludge TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT080013352
Trans Name: DEMENNO / KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 22813421
Receipt Date: 20041013
Creation Date: 1/14/2005 10:18:48
Shipment Date: 20041013
Gen EPA ID: CA0000008086
Year: 2004
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 34
1770
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Shipment Date: 20140625
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: D001
Quantity Unit: G
Waste Quantity: 85
Quantity Tons: 0.289
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: D018
Waste Code Description: 343 - Unspecified organic liquid mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO / KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 013152941JJK
Receipt Date: 20140910
Creation Date: 11/8/2014 22:15:22
Shipment Date: 20140902
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: D001
Quantity Unit: G
Waste Quantity: 80
Quantity Tons: 0.272
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: D018
Waste Code Description: 343 - Unspecified organic liquid mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO / KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 013815091JJK
Receipt Date: 20141022
Creation Date: 12/31/2014 22:14:46
Shipment Date: 20141015
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TSDF EPA ID: CAD097030993
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 012418549JJK
Receipt Date: 20140619
Creation Date: 8/18/2014 22:15:04
Shipment Date: 20140613
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.187
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 343 - Unspecified organic liquid mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 006013014FLE
Receipt Date: 20140703
Creation Date: 9/8/2014 22:15:16
Shipment Date: 20140625
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: D001
Additional Code 1: F003
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.1815
Meth Code: H061 - Fuel Blending Prior To Energy Recovery At Another Site RCRA Code: F005
Waste Code Description: 212 - Oxygenated solvents (acetone, butanol, ethyl acetate, etc.

TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 006013013FLE
Receipt Date: 20140703
Creation Date: 9/8/2014 22:15:16
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: D018
Waste Code Description: 343 - Unspecified organic liquid mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO / KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 013080185JJK
Receipt Date: 20140604
Creation Date: 8/17/2014 22:15:06
Shipment Date: 20140529
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 40
Quantity Tons: 0.1668
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 223 - Unspecified oil-containing waste TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO / KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 012418550JJK
Receipt Date: 20140618
Creation Date: 9/9/2014 22:15:18
Shipment Date: 20140613
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 100
Quantity Tons: 0.05
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: EVOQUA WATER TECHNOLOGIES
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 4
Quantity Tons: 0.0144
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 97357248
Receipt Date: 19971231
Creation Date: 7/23/1998 0:00:00
Shipment Date: 19971219
Gen EPA ID: CA0000008086
Year: 1997
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 50
Quantity Tons: 0.2085
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 223 - Unspecified oil-containing waste TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO / KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 013080185JJK
Receipt Date: 20140604
Creation Date: 8/17/2014 22:15:06
Shipment Date: 20140529
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: D001
Quantity Unit: G
Waste Quantity: 20
Quantity Tons: 0.068
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Manifest ID: 96600426
Receipt Date: 19971105
Creation Date: 7/23/1998 0:00:00
Shipment Date: 19971024
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 200
Quantity Tons: 0.834
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 133 - Aqueous solution with 10% or more total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT080013352
Trans Name: Not reported
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 96829079
Receipt Date: 19971029
Creation Date: 7/23/1998 0:00:00
Shipment Date: 19971029
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 300
Quantity Tons: 1.251
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 133 - Aqueous solution with 10% or more total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT080013352
Trans Name: Not reported
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 96831635
Receipt Date: 19971203
Creation Date: 7/23/1998 0:00:00
Shipment Date: 19971203
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 96849746
Receipt Date: 19970909
Creation Date: 7/23/1998 0:00:00
Shipment Date: 19970829
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 300
Quantity Tons: 1.251
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 133 - Aqueous solution with 10% or more total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT080013352
Trans Name: Not reported
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 96829046
Receipt Date: 19971002
Creation Date: 7/23/1998 0:00:00
Shipment Date: 19971001
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 4
Quantity Tons: 0.0144
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: ILD984908202
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 150
Quantity Tons: 0.6255
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 133 - Aqueous solution with 10% or more total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 96815555
Receipt Date: 19970811
Creation Date: 7/23/1998 0:00:00
Shipment Date: 19970811
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 110
Quantity Tons: 0.4587
Meth Code: R01 - Recycler
RCRA Code: D001
Waste Code Description: 213 - Hydrocarbon solvents (benzene, hexane, Stoddard, etc.

TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAD044429835
Trans Name: Not reported
TSDF EPA ID: CAD044429835
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAL000027724
Manifest ID: 96723253
Receipt Date: 19970904
Creation Date: 7/23/1998 0:00:00
Shipment Date: 19970825
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 4
Quantity Tons: 0.0144
Meth Code: H01 - Transfer Station
RCRA Code: D039
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Receipt Date: 19991215
Creation Date: 2/1/2000 0:00:00
Shipment Date: 19991215
Gen EPA ID: CA0000008086
Year: 1999
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 4
Quantity Tons: 0.0144
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 96761010
Receipt Date: 19970714
Creation Date: 12/4/1997 0:00:00
Shipment Date: 19970703
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 300
Quantity Tons: 1.251
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 133 - Aqueous solution with 10% or more total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 96814687
Receipt Date: 19970709
Creation Date: 12/4/1997 0:00:00
Shipment Date: 19970709
Additional Code 5: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT000613927
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 99517169
Receipt Date: 19991119
Creation Date: 2/1/2000 0:00:00
Shipment Date: 19991119
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 200
Quantity Tons: 0.84
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 99363682
Receipt Date: 19991130
Creation Date: 1/19/2000 0:00:00
Shipment Date: 19991130
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 200
Quantity Tons: 0.84
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 99363705
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 52
Quantity Tons: 0.2184
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT000613893
Trans 2 Name: Not reported
Trans 2 EPA ID: SCD987574647
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 99517168
Receipt Date: 19991130
Creation Date: 1/19/2000 0:00:00
Shipment Date: 19991119
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 8
Quantity Tons: 0.0336
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT000613927
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 99517169
Receipt Date: 19991119
Creation Date: 2/1/2000 0:00:00
Shipment Date: 19991119
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 335
Quantity Tons: 1.407
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 99129116
Receipt Date: 19991013
Creation Date: 11/19/1999 0:00:00
Shipment Date: 19991013
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 220
Quantity Tons: 0.924
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 99133965
Receipt Date: 19991104
Creation Date: 1/4/2000 0:00:00
Shipment Date: 19991104
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 100
Quantity Tons: 0.42
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 99363622
Receipt Date: 19991112
Creation Date: 1/11/2000 0:00:00
Shipment Date: 19991112
Additional Code 5: Not reported
Additional Code 4: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT000613893
Trans 2 Name: Not reported
Trans 2 EPA ID: SCD987574647
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 99050102
Receipt Date: 19990922
Creation Date: 10/27/1999 0:00:00
Shipment Date: 19990910
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 339
Quantity Tons: 1.4238
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT000613927
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 99050103
Receipt Date: 19990910
Creation Date: 12/16/1999 0:00:00
Shipment Date: 19990910
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 220
Quantity Tons: 0.924
Meth Code: H01 - Transfer Station
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 4
Quantity Tons: 0.0144
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: ILD984908202
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 96464143
Receipt Date: 19961202
Creation Date: 9/12/1997 0:00:00
Shipment Date: 19961122
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 285
Quantity Tons: 1.1884
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 133 - Aqueous solution with 10% or more total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 96789715
Receipt Date: 19961218
Creation Date: 5/21/1997 0:00:00
Shipment Date: 19961217
Gen EPA ID: CA0000008086
Year: 1996
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 663
Quantity Tons: 2.7846
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 47
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Trans EPA ID: ILD984908202
Manifest ID: 96137525
Receipt Date: 19960614
Creation Date: 9/12/1997 0:00:00
Shipment Date: 19960603
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 400
Quantity Tons: 1.668
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 133 - Aqueous solution with 10% or more total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 96348599
Receipt Date: 19960925
Creation Date: 6/26/1997 0:00:00
Shipment Date: 19960924
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 4
Quantity Tons: 0.0144
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: ILD984908202
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 96476150
Receipt Date: 19961007
Creation Date: 9/12/1997 0:00:00
Shipment Date: 19960926
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
TSDF EPA ID: CAD981696420
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
Trans EPA ID: CAD982413262
Manifest ID: 007137449JJK
Receipt Date: 20100811
Creation Date: 9/30/2010 18:30:56
Shipment Date: 20100811
Gen EPA ID: CA0000008086
Year: 2010
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 4
Quantity Tons: 0.0144
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: ILD984908202
Trans Name: Not reported
Trans EPA ID: ILD984908202
Manifest ID: 95952127
Receipt Date: 19960419
Creation Date: 12/4/1997 0:00:00
Shipment Date: 19960412
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 4
Quantity Tons: 0.0144
Meth Code: H01 - Transfer Station
RCRA Code: D039
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: ILD984908202
Trans Name: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Quantity Tons: 0.2
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SVCS
TSDF EPA ID: CAD981696420
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
Trans EPA ID: CAD982413262
Manifest ID: 007134584JJK
Receipt Date: 20100512
Creation Date: 8/6/2010 18:30:56
Shipment Date: 20100512
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: D001
Quantity Unit: G
Waste Quantity: 90
Quantity Tons: 0.297
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: D018
Waste Code Description: 331 - Off-specification, aged, or surplus organics TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CLEAN HARBORS - WILMINGTON LLC
TSDF EPA ID: CAD044429835
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
Trans EPA ID: CAD982413262
Manifest ID: 007134582JJK
Receipt Date: 20100520
Creation Date: 9/30/2010 18:30:56
Shipment Date: 20100512
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 200
Quantity Tons: 0.1
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 800
Quantity Tons: 3.336
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 223 - Unspecified oil-containing waste TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
TSDF EPA ID: CAD981696420
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
Trans EPA ID: CAD982413262
Manifest ID: 007135030JJK
Receipt Date: 20100505
Creation Date: 8/6/2010 18:30:56
Shipment Date: 20100504
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 30
Quantity Tons: 0.114
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 221 - Waste oil and mixed oil
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
TSDF EPA ID: CAD981696420
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
Trans EPA ID: CAD982413262
Manifest ID: 006019763JJK
Receipt Date: 20100510
Creation Date: 8/6/2010 18:30:56
Shipment Date: 20100505
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 400
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Trans EPA ID: CAD028277036
Manifest ID: 22812920
Receipt Date: 20031027
Creation Date: 8/5/2004 10:08:03
Shipment Date: 20031027
Gen EPA ID: CA0000008086
Year: 2003
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: D001
Additional Code 1: F003
Quantity Unit: G
Waste Quantity: 15
Quantity Tons: 0.054
Meth Code: H061 - Fuel Blending Prior To Energy Recovery At Another Site RCRA Code: F005
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: PACIFIC RESOURCE RECOVERY
TSDF EPA ID: CAD008252405
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: PACIFIC COAST LACQUER
Trans EPA ID: CAR000194837
Manifest ID: 006489648JJK
Receipt Date: 20100301
Creation Date: 12/3/2010 18:30:16
Shipment Date: 20100301
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 27
Quantity Tons: 0.11259
Meth Code: H061 - Fuel Blending Prior To Energy Recovery At Another Site RCRA Code: Not reported
Waste Code Description: 133 - Aqueous solution with 10% or more total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: PACIFIC RESOURCE RECOVERY
TSDF EPA ID: CAD008252405
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: PACIFIC COAST LACQUER
Trans EPA ID: CAR000194837
Manifest ID: 006489799JJK
Receipt Date: 20100309
Creation Date: 12/3/2010 18:30:16
Shipment Date: 20100309
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 015155122JJK
Receipt Date: 20151214
Creation Date: 2/10/2016 22:15:31
Shipment Date: 20151203
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: D001
Quantity Unit: G
Waste Quantity: 110
Quantity Tons: 0.374
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: D018
Waste Code Description: 343 - Unspecified organic liquid mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO / KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 015155122JJK
Receipt Date: 20151214
Creation Date: 2/10/2016 22:15:31
Shipment Date: 20151203
Gen EPA ID: CA0000008086
Year: 2015
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 2300
Quantity Tons: 9.591
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 222 - Oil/water separation sludge TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT080013352
Trans Name: DEMENNO / KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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1789
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Quantity Tons: 0.209
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 221 - Waste oil and mixed oil
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667849GBF
Receipt Date: 20150903
Creation Date: 11/4/2015 22:15:29
Shipment Date: 20150902
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: D001
Additional Code 1: F003
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.1815
Meth Code: H061 - Fuel Blending Prior To Energy Recovery At Another Site RCRA Code: F005
Waste Code Description: 212 - Oxygenated solvents (acetone, butanol, ethyl acetate, etc.

TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667849GBF
Receipt Date: 20150903
Creation Date: 11/4/2015 22:15:29
Shipment Date: 20150902
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: D001
Quantity Unit: G
Waste Quantity: 30
Quantity Tons: 0.102
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: D018
Waste Code Description: 343 - Unspecified organic liquid mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO / KERDOON
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: D001
Additional Code 1: F003
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.1815
Meth Code: H061 - Fuel Blending Prior To Energy Recovery At Another Site RCRA Code: F005
Waste Code Description: 212 - Oxygenated solvents (acetone, butanol, ethyl acetate, etc.

TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667708GBF
Receipt Date: 20150506
Creation Date: 8/31/2015 22:15:34
Shipment Date: 20150429
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 400
Quantity Tons: 0.2
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 181 - Other inorganic solid waste Organics TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: EVOQUA WATER TECHNOLOGIES
TSDF EPA ID: CAD097030993
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667707GBF
Receipt Date: 20150508
Creation Date: 8/21/2015 22:15:46
Shipment Date: 20150429
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 55
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Receipt Date: 20110427
Creation Date: 6/4/2011 18:30:34
Shipment Date: 20110427
Gen EPA ID: CA0000008086
Year: 2011
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.187
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 343 - Unspecified organic liquid mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667630GBF
Receipt Date: 20150225
Creation Date: 5/18/2015 22:15:42
Shipment Date: 20150223
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.209
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 221 - Waste oil and mixed oil
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667630GBF
Receipt Date: 20150225
Creation Date: 5/18/2015 22:15:42
Shipment Date: 20150223
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 56
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
Trans EPA ID: CAD982413262
Manifest ID: 009484701JJK
Receipt Date: 20120402
Creation Date: 5/25/2012 20:30:28
Shipment Date: 20120402
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 30
Quantity Tons: 0.1251
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 133 - Aqueous solution with 10% or more total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 006012616FLE
Receipt Date: 20121130
Creation Date: 2/15/2013 22:15:22
Shipment Date: 20121130
Gen EPA ID: CA0000008086
Year: 2012
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 400
Quantity Tons: 0.2
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
TSDF EPA ID: CAD981696420
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
Trans EPA ID: CAD982413262
Manifest ID: 008379869JJK
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 57
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 006012777FLE
Receipt Date: 20130802
Creation Date: 9/20/2013 22:15:23
Shipment Date: 20130731
Gen EPA ID: CA0000008086
Year: 2013
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 250
Quantity Tons: 0.125
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
TSDF EPA ID: CAD981696420
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
Trans EPA ID: CAD982413262
Manifest ID: 008384347JJK
Receipt Date: 20120113
Creation Date: 3/17/2012 20:30:10
Shipment Date: 20120113
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 1600
Quantity Tons: 6.672
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 223 - Unspecified oil-containing waste TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: EVERGREEN ENVIRONMENTAL SERVICES
TSDF EPA ID: CAD981696420
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT080025711
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAT080011059
Manifest ID: 92763001
Receipt Date: 19931021
Creation Date: 9/13/1995 0:00:00
Shipment Date: 19931021
Gen EPA ID: CA0000008086
Year: 1993
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 700
Quantity Tons: 0.35
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SIEMENS INDUSTRY INC
TSDF EPA ID: CAD097030993
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 010866380JJK
Receipt Date: 20130404
Creation Date: 6/9/2013 22:15:06
Shipment Date: 20130322
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 30
Quantity Tons: 0.1251
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 133 - Aqueous solution with 10% or more total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 59
1795
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: D018
Waste Code Description: 343 - Unspecified organic liquid mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO / KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 015155122JJK
Receipt Date: 20151214
Creation Date: 2/10/2016 22:15:31
Shipment Date: 20151203
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: D001
Quantity Unit: G
Waste Quantity: 30
Quantity Tons: 0.102
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: D018
Waste Code Description: 343 - Unspecified organic liquid mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO / KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: ASBURY ENVIRONMENTAL SERVICES
Trans EPA ID: CAD028277036
Manifest ID: 015155122JJK
Receipt Date: 20151214
Creation Date: 2/10/2016 22:15:31
Shipment Date: 20151203
Gen EPA ID: CA0000008086
Year: 2016
Additional Info:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 180
Quantity Tons: 0.756
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 60
1796
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.209
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 221 - Waste oil and mixed oil
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667849GBF
Receipt Date: 20150903
Creation Date: 11/4/2015 22:15:29
Shipment Date: 20150902
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: D001
Additional Code 1: F003
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.1815
Meth Code: H061 - Fuel Blending Prior To Energy Recovery At Another Site RCRA Code: F005
Waste Code Description: 212 - Oxygenated solvents (acetone, butanol, ethyl acetate, etc.

TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667849GBF
Receipt Date: 20150903
Creation Date: 11/4/2015 22:15:29
Shipment Date: 20150902
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: D001
Quantity Unit: G
Waste Quantity: 110
Quantity Tons: 0.374
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 61
1797
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667630GBF
Receipt Date: 20150225
Creation Date: 5/18/2015 22:15:42
Shipment Date: 20150223
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: D001
Additional Code 1: F003
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.1815
Meth Code: H061 - Fuel Blending Prior To Energy Recovery At Another Site RCRA Code: F005
Waste Code Description: 212 - Oxygenated solvents (acetone, butanol, ethyl acetate, etc.

TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667708GBF
Receipt Date: 20150506
Creation Date: 8/31/2015 22:15:34
Shipment Date: 20150429
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 400
Quantity Tons: 0.2
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 181 - Other inorganic solid waste Organics TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: EVOQUA WATER TECHNOLOGIES
TSDF EPA ID: CAD097030993
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667707GBF
Receipt Date: 20150508
Creation Date: 8/21/2015 22:15:46
Shipment Date: 20150429
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 62
1798
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Owner Address: PO BOX 4270
Owner Name: DENNIS SHANNON
Mailing City,State,Zip: ONTARIO, CA 917618970
Mailing Address 2: Not reported
Mailing Address: PO BOX 4270
Mailing Name: Not reported
Last Act Date: 07/17/2020
Create Date: 12/08/1995
Inactive Date: Not reported
EPA ID: CA0000008086
City,State,Zip: ONTARIO, CA 917612233
Address 2: Not reported
Address: 1375 S WOODRUFF WAY
Name: CITRUS MOTORS ONTARIO INC
HWTS:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.187
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 343 - Unspecified organic liquid mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: CORRICK ENVIRO SERVICES
Trans EPA ID: CAR000217711
Manifest ID: 002667630GBF
Receipt Date: 20150225
Creation Date: 5/18/2015 22:15:42
Shipment Date: 20150223
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.209
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 221 - Waste oil and mixed oil
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
CITRUS MOTORS ONTARIO INC (Continued) S112835637
TC6683289.2s Page 63
1799
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Facility Zip: 917612233
Facility State: CA
Facility County: Not reported
Facility City: ONTARIO
Facility Address 2: Not reported
Facility Address: 1375 S WOODRUFF WAY
Facility Name: CITRUS MOTORS ONTARIO INC
Inactive Date: Not reported
Issued EPA ID Date: 1995-12-08 00:00:00
NAICS Description: New Car Dealers
NAICS Code: 44111
Create Date: 2002-03-14 16:36:26.000
EPA ID: CA0000008086
NAICS:

City,State,Zip: ONTARIO, CA 91761
Contact Address 2: Not reported
Contact Address: PO BOX 4270
Contact Name: MATT PARKER
Owner City,State,Zip: ONTARIO, CA 917618970
Owner Address 2: Not reported
CITRUS MOTORS ONTARIO INC (Continued) S112835637
Short-Term Generator Activity: No
Operator Type: Not reported
Operator Name: Not reported
Owner Type: Private
Owner Name: DENNIS SHANNON
Mailing City,State,Zip: ONTARIO, CA 91761
Mailing Address: P O BOX 4270
State District: Not reported
State District Owner: Not reported
Active Site Indicator: Handler Activities
Accessibility: Not reported
Biennial Report Cycle: Not reported
Non-Notifier: Not reported
Federal Waste Generator Description: Small Quantity Generator Land Type: Private
EPA Region: 09
Contact Title: Not reported
Contact Email: Not reported
Contact Fax: Not reported
Contact Telephone: 909-986-6644
Contact City,State,Zip: ONTARIO, CA 91761
Contact Address: 1315 WANAMAKER DR
Contact Name: TODD HAYES
EPA ID: CA0000008086
Handler City,State,Zip: ONTARIO, CA 91761
Handler Address: 1315 WANAMAKER DR
Handler Name: CITRUS MOTORS ONTARIO INC
Date Form Received by Agency: 1993-09-27 00:00:00.0
RCRA-SQG:

Site 1 of 12 in cluster B
1 ft.

Relative:

Higher
Actual:
920 ft.
< 1/8 ONTARIO, CA 91761
1315 WANAMAKER DR ECHO CA0000008086
B3 CITRUS MOTORS ONTARIO INC RCRA-SQG 1000856944
TC6683289.2s Page 64
1800
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 2002-06-27 03:21:44.0
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Full Enforcement Universe: Not reported
Operating TSDF Universe: Not reported
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
TSDFs Only Subject to CA under Discretionary Auth Universe: No TSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
Corrective Action Workload Universe: No
202 GPRA Corrective Action Baseline: No
Closure Workload Universe: Not reported
Post-Closure Workload Universe: Not reported
Permit Progress Universe: Not reported
Permit Workload Universe: Not reported
Permit Renewals Workload Universe: Not reported
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Treatment Storage and Disposal Type: Not reported
Commercial TSD Indicator: No
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Federal Universal Waste: No
Universal Waste Destination Facility: No
Universal Waste Indicator: No
Off-Site Waste Receipt: No
Underground Injection Control: No
Smelting Melting and Refining Furnace Exemption: No
Small Quantity On-Site Burner Exemption: No
Recycler Activity with Storage: No
Transfer Facility Activity: No
Transporter Activity: No
Mixed Waste Generator: No
Importer Activity: No
CITRUS MOTORS ONTARIO INC (Continued) 1000856944
TC6683289.2s Page 65
1801
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
City,State,Zip: ONTARIO, CA 91761
Address: 1315 WANAMAKER DR
Name: CITRUS MOTORS ONTARIO INC
DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110002610390 Registry ID: 110002610390
Envid: 1000856944
ECHO:

Evaluations: No Evaluations Found
Evaluation Action Summary:

Violations: No Violations Found
Facility Has Received Notices of Violations:

NAICS Codes: No NAICS Codes Found
List of NAICS Codes and Descriptions:

Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: Yes
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Small Quantity Generator Handler Name: CITRUS MOTORS ONTARIO INC
Receive Date: 1993-09-27 00:00:00.0
Historic Generators:

Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 909-986-6644
Owner/Operator City,State,Zip: ONTARIO, CA 91761
Owner/Operator Address: P O BOX 4270
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Private
Owner/Operator Name: DENNIS SHANNON
Owner/Operator Indicator: Owner
Handler - Owner Operator:

CITRUS MOTORS ONTARIO INC (Continued) 1000856944
TC6683289.2s Page 66
1802
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
additional FINDS: detail in the EDR Site Report.

Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System:

Click Here:

Registry ID: 110002610390
FINDS:

Site 2 of 12 in cluster B
1 ft.

Relative:

Higher
Actual:
920 ft.
< 1/8 ONTARIO, CA 91761
1315 WANAMAKER DR N/A
B4 CITRUS MOTORS ONTARIO INC FINDS 1026230749
Manifest ID: 93319190
Receipt Date: 19940504
Creation Date: 10/10/1995 0:00:00
Shipment Date: 19940428
Gen EPA ID: CAL000123461
Year: 1994
Additional Info:

Tons: 1.155
Disposal Method: R01 - Recycler
CA Waste Code: 135 - Unspecified aqueous solution
TSD EPA ID: CAT080025711
Gepaid: CAL000123461
Year: 1994
Tons: 0.63
Disposal Method: R01 - Recycler
CA Waste Code: 135 - Unspecified aqueous solution
TSD EPA ID: CAT080013352
Gepaid: CAL000123461
Year: 1994
Mailing Address: P O BOX 4270
Mailing Name: Not reported
Telephone: 9099866644
Contact: DEACT PER VQ96-RK
City,State,Zip: ONTARIO, CA 917610000
Address 2: Not reported
Address: 1315 WANAMAKER AVE
Name: CITRUS MOTORS ONTARIO INC
HAZNET:

Site 3 of 12 in cluster B
1 ft.

Relative:

Higher
Actual:
920 ft.
< 1/8 ONTARIO, CA 91761
1315 WANAMAKER AVE HWTS N/A
B5 CITRUS MOTORS ONTARIO INC HAZNET S113069575
TC6683289.2s Page 67
1803
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Mailing City,State,Zip: ONTARIO, CA 917610000
Mailing Address 2: Not reported
Mailing Address: P O BOX 4270
Mailing Name: Not reported
Last Act Date: 04/10/2001
Create Date: 01/21/1994
Inactive Date: 06/30/1996
EPA ID: CAL000123461
City,State,Zip: ONTARIO, CA 917610000
Address 2: Not reported
Address: 1315 WANAMAKER AVE
Name: CITRUS MOTORS ONTARIO INC
HWTS:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 150
Quantity Tons: 0.63
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 135 - Unspecified aqueous solution TSDF Alt Name: Not reported
TSDF Alt EPA ID: CAT080013352
Trans Name: Not reported
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
Manifest ID: 93326470
Receipt Date: 19940413
Creation Date: 3/25/1996 0:00:00
Shipment Date: 19940411
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 275
Quantity Tons: 1.155
Meth Code: R01 - Recycler
RCRA Code: Not reported
Waste Code Description: 135 - Unspecified aqueous solution TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: Not reported
TSDF EPA ID: CAT080025711
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: Not reported
Trans EPA ID: CAD028277036
CITRUS MOTORS ONTARIO INC (Continued) S113069575
TC6683289.2s Page 68
1804
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
City,State,Zip: ONTARIO, CA 917610000
Contact Address 2: Not reported
Contact Address: 1315 WANAMAKER AVE
Contact Name: DEACT PER VQ96-RK
Owner City,State,Zip: LAGUNA BEACH, CA 926510000
Owner Address 2: Not reported
Owner Address: 2543 MONACO DR
Owner Name: DENNIS A SHANNON
CITRUS MOTORS ONTARIO INC (Continued) S113069575
additional FINDS: detail in the EDR Site Report.

Click this hyperlink while viewing on your computer to access

STATE MASTER
Environmental Interest/Information System:

Click Here:

Registry ID: 110066374346
FINDS:

Site 4 of 12 in cluster B
1 ft.

Relative:

Higher
Actual:
920 ft.
< 1/8 ONTARIO, CA 91764
1315 WANAMAKER AVENUE N/A
B6 VERIZON CALIFORNIA: AIRPORT RSC0/4/5 1023341831 FINDS Expiration Date: 05/31/2022
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 1-3 CHEMICALS SPECIAL Permit Number: PT0009594
Owner: FRONTIER CALIFORNIA, INC
Facility ID: FA0003622
Region: SAN BERNARDINO
City,State,Zip: ONTARIO, CA 91764
Address: 1315 WANAMAKER AVE
Name: FRONTIER CALIFORNIA: AIRPORT RSC0/4/5
San Bern. Co. Permit:

Site 5 of 12 in cluster B
1 ft.

Relative:

Higher
Actual:
920 ft.
< 1/8 ONTARIO, CA 91764
1315 WANAMAKER AVE N/A
B7 FRONTIER CALIFORNIA: AIRPORT RSC0/4/5 S102040000 San Bern. Co. Permit EPA ID: CAL000395979
Handler City,State,Zip: ONTARIO, CA 91761
Handler Address: 1311 S WANAMAKER AVE
Handler Name: ACE CALENDERING ENTERPRISES INC
Date Form Received by Agency: 2014-04-21 00:00:00.0
RCRA NonGen / NLR:
16 ft. Site 6 of 12 in cluster B

0.003 mi.

Relative:

Higher
Actual:
921 ft.
< 1/8 ONTARIO, CA 91761
NNE 1311 S WANAMAKER AVE CAL000395979
B8 ACE CALENDERING ENTERPRISES INC 1024843986 RCRA NonGen / NLR TC6683289.2s Page 69
1805
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TSDFs Only Subject to CA under Discretionary Auth Universe: No TSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
Corrective Action Workload Universe: No
202 GPRA Corrective Action Baseline: No
Closure Workload Universe: Not reported
Post-Closure Workload Universe: Not reported
Permit Progress Universe: Not reported
Permit Workload Universe: Not reported
Permit Renewals Workload Universe: Not reported
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Treatment Storage and Disposal Type: Not reported
Commercial TSD Indicator: No
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Federal Universal Waste: No
Universal Waste Destination Facility: Yes
Universal Waste Indicator: Yes
Off-Site Waste Receipt: No
Underground Injection Control: No
Smelting Melting and Refining Furnace Exemption: No
Small Quantity On-Site Burner Exemption: No
Recycler Activity with Storage: No
Transfer Facility Activity: No
Transporter Activity: No
Mixed Waste Generator: No
Importer Activity: No
Short-Term Generator Activity: No
Operator Type: Other
Operator Name: ALEX RODRIGUEZ
Owner Type: Other
Owner Name: ACE CALENDERING ENTERPRISES INC
Mailing City,State,Zip: ONTARIO, CA 91761
Mailing Address: 1311 S WANAMAKER AVE
State District: Not reported
State District Owner: Not reported
Active Site Indicator: Handler Activities
Accessibility: Not reported
Biennial Report Cycle: Not reported
Non-Notifier: Not reported
Federal Waste Generator Description: Not a generator, verified Land Type: Not reported
EPA Region: 09
Contact Title: Not reported
Contact Email: [email protected]
Contact Fax: 909-937-1926
Contact Telephone: 909-937-1901
Contact City,State,Zip: ONTARIO, CA 91761
Contact Address: 1311 S WANAMAKER AVE
Contact Name: ALEX RODRIGUEZ
ACE CALENDERING ENTERPRISES INC (Continued) 1024843986
TC6683289.2s Page 70
1806
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: ACE CALENDERING ENTERPRISES INC
Receive Date: 2014-04-21 00:00:00.0
Historic Generators:

Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 909-937-1901
Owner/Operator City,State,Zip: ONTARIO, CA 91761
Owner/Operator Address: 1311 S WANAMAKER AVE
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: ACE CALENDERING ENTERPRISES INC
Owner/Operator Indicator: Owner
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 909-937-1901
Owner/Operator City,State,Zip: ONTARIO, CA 91761
Owner/Operator Address: 1311 S WANAMAKER AVE
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: ALEX RODRIGUEZ
Owner/Operator Indicator: Operator
Handler - Owner Operator:

Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 2018-09-06 17:04:15.0
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Full Enforcement Universe: Not reported
Operating TSDF Universe: Not reported
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
ACE CALENDERING ENTERPRISES INC (Continued) 1024843986
TC6683289.2s Page 71
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Elevation Site Database(s) EPA ID Number
Evaluations: No Evaluations Found
Evaluation Action Summary:

Violations: No Violations Found
Facility Has Received Notices of Violations:

NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES
NAICS Code: 56299
List of NAICS Codes and Descriptions:

Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: Yes
Spent Lead Acid Battery Exporter: No
ACE CALENDERING ENTERPRISES INC (Continued) 1024843986
Tons: 0.5
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 352 - Other organic solids
TSD EPA ID: AZR000501510
Gepaid: CAL000395979
Year: 2014
Tons: 0.20000
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 352 - Other organic solids
TSD EPA ID: AZR000501510
Gepaid: CAL000395979
Year: 2018
Mailing Address: 1311 S WANAMAKER AVE
Mailing Name: Not reported
Telephone: 9099371901
Contact: ALEX RODRIGUEZ
City,State,Zip: ONTARIO, CA 91761
Address 2: Not reported
Address: 1311 S WANAMAKER AVE
Name: ACE CALENDERING ENTERPRISES INC
HAZNET:

CERS Description: Hazardous Waste Generator
CERS ID: 10499941
Site ID: 89538
City,State,Zip: ONTARIO, CA 91761
Address: 1311 S WANAMAKER AVE
Name: ACE CALENDERING ENTERPRISES, INC.

CERS HAZ WASTE:

HWTS
16 ft. Site 7 of 12 in cluster B CERS

0.003 mi. San Bern. Co. Permit
Relative:

Higher
Actual:
921 ft.
< 1/8 ONTARIO, CA 91761 NPDES
NNE 1311 SOUTH WANAMAKER AVENUE N/A HAZNET
B9 ACE CALENDERING ENT.. CORP. CERS HAZ WASTE S118235973 TC6683289.2s Page 72
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Quantity Unit: P
Waste Quantity: 1000
Quantity Tons: 0.5
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: AA SYDCOL LLC
TSDF EPA ID: AZR000501510
Trans 2 Name: INDUSTRIAL WASTE UTILIZATION
Trans 2 EPA ID: CAD980585293
Trans Name: MARK ALARCON’S WASTE OIL SERVICE
Trans EPA ID: CAD980814446
Manifest ID: 002302906GBF
Receipt Date: 20140507
Creation Date: 9/13/2014 22:15:14
Shipment Date: 20140502
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 10
Quantity Tons: 0.038
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 221 - Waste oil and mixed oil
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: MARK ALARCON’S WASTE OIL SERVICE
Trans EPA ID: CAD980814446
Manifest ID: 002302917GBF
Receipt Date: 20140507
Creation Date: 7/12/2014 22:15:17
Shipment Date: 20140507
Gen EPA ID: CAL000395979
Year: 2014
Additional Info:

Tons: 0.228
Regeneration, Organics Recovery Ect
Disposal Method: H039 - Other Recovery Of Reclamation For Reuse Including Acid CA Waste Code: 221 - Waste oil and mixed oil
TSD EPA ID: CAT080013352
Gepaid: CAL000395979
Year: 2014
ACE CALENDERING ENT.. CORP. (Continued) S118235973
TC6683289.2s Page 73
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Operator Name: Ace Calendering Ent.. Corp.

Status Date: 04/12/2016
Status: No Action Required
Discharge Zip: Not reported
Discharge State: Not reported
Discharge City: Not reported
Discharge Name: Not reported
Discharge Address: Not reported
Expiration Date Of Regulatory Measure: Not reported
Termination Date Of Regulatory Measure: Not reported
Effective Date Of Regulatory Measure: Not reported
Adoption Date Of Regulatory Measure: Not reported
Program Type: Not reported
Regulatory Measure Type: Industrial
WDID: 8 36IN600003
Order Number: Not reported
Place ID: Not reported
Regulatory Measure ID: Not reported
Agency Number: Not reported
Region: Not reported
NPDES Number: Not reported
Facility Status: Not reported
City,State,Zip: ONTARIO, CA 91761
Address: 1311 SOUTH WANAMAKER AVENUE
Name: ACE CALENDERING ENT.. CORP.

NPDES:

Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 50
Quantity Tons: 0.19
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 221 - Waste oil and mixed oil
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: MARK ALARCON’S WASTE OIL SERVICE
Trans EPA ID: CAD980814446
Manifest ID: 002302892GBF
Receipt Date: 20140429
Creation Date: 7/12/2014 22:15:07
Shipment Date: 20140428
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
ACE CALENDERING ENT.. CORP. (Continued) S118235973
TC6683289.2s Page 74
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start date on labels (CCR 66262.34(f)(2))
Violation Notes: Returned to compliance on 01/17/2018. Failure to note accumulation Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 10-02-2017
Site Name: Ace Calendering Enterprises, Inc.

Site ID: 89538
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Hazardous Materials Handler permit (SBCC 23.0602(a))
Violation Notes: Returned to compliance on 04/11/2014. Failure to obtain a CUPA Violation Description: Business Plan Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.95 Multiple - California Health and Safety Code, Chapter 6.95, Violation Date: 03-24-2014
Site Name: Ace Calendering Enterprises, Inc.

Site ID: 89538
Violations:

CERS Description: Chemical Storage Facilities
CERS ID: 10499941
Site ID: 89538
City,State,Zip: ONTARIO, CA 91761
Address: 1311 S WANAMAKER AVE
Name: ACE CALENDERING ENTERPRISES, INC.

CERS:

Expiration Date: 03/31/2022
Facility Status: ACTIVE
Permit Category: CONDITIONALLY EXEMPT SM QTY GENERATOR
Permit Number: PT0031981
Owner: Ace Calendering Enterprises Inc.

Facility ID: FA0015338
Region: SAN BERNARDINO
City,State,Zip: ONTARIO, CA 91761
Address: 1311 S WANAMAKER AVE
Name: ACE CALENDERING ENTERPRISES, INC.

Expiration Date: 03/31/2022
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 1-3 CHEMICALS
Permit Number: PT0031979
Owner: Ace Calendering Enterprises Inc.