3494
Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources Previous Studies
RI-05795 2004 CULTURAL RESOURCE ASSESSMENT
FOR AT&T WIRELESS FACILITY 950-031-
029A LOCATED AT 24899 ALESSANDRO
BOULEVARD, CITY OF MORENO VALLEY,
RIVERSIDE COUNTY, CALIFORNIA
NADB-R - 1087158 KYLE, CAROLYN E. KYLE CONSULTING
RI-08244 2009 A Phase I Cultural Resources Investigations of the Proposed Moreno Valley Unified
School District K-12 School Site at Indian
Street and Cactus Avenue, City of Moreno
Valley, Riverside County, California.
McKenna et al., Whittier,
CA.
Submitter - Job No. Jeanette A. McKenna
09-01-1413
RI-08367 2008 A Cultural Resources Investigation and
Assessment of Potential Impacts of the
Proposed March Village Medical Campus at
the March Air Force Base in Riverside
County, California.
Jeanette A. McKenna McKenna et al. 33-017872, 33-017967, 33-017968, 33-017969, 33-017970, 33-017971,
33-017972
Submitter - Job No.
05-08-10-1363
RI-08554 2011 Michael Hogan, Bai California Living Moreno Valley Project CRM TECH "Tom" Tang, John
Goodman, and Daniel
Ballester
33-007280, 33-007284, 33-007285,
33-007289, 33-007297, 33-017202,
33-017203
Submitter - CRM
TECH Project No.
2507;
Submitter - CRM
TECH Project No.
2507
RI-08654 2011 Cultural Resources Search and Site Visit
Results for T-Mobile USA Candidate IE24173-
B
Michael Brandman
Associates
Wayne H. Bonner, Sarah
A. Williams, and
Kathleen A. Crawford
Submitter - IE24173-
B
RI-09225 2014 Historical/ Archaeological Resources
Investigation; Tentative Tract Map 33222;
City of Moreno Valley, Riverside County,
California; CRM Tech Contract No. 2842
Michael Hogan CRM Tech
RI-09345 2015 Results of an Archaeological/Paleontological Monitoring Program at the Moreno Valley
Unified School District's Bayside Charter
Campus in the City of Moreno Valley,
Riverside County, California
Jeanette McKenna McKenna et al. 33-024195
RI-09617 2014 Don C. Perez Cultural Resources Survey CLV6237 EBI Consulting RI-09718 2016 Cultural Resources Assessment of the Toby (MCE Design) project, City of moreno Valley,
Riverside County, Califonia (BCR Counsulting
Project No. TRF 1608)
David Brunzell BCR Consulting LLC
RI-10095 2002 Cingular Wireless Cultural Resource
Assessment
Colleen Dooley The Alaris Group, LLC
3495
Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources Previous Studies
RI-10150 2016 CULTURAL RESOURCES ASSESSMENT
THE ALESSANDRO APARTMENTS
PROJECT CITY OF MORENO VALLEY,
RIVERSIDE COUNTY, CALIFORNIA
Other - LAT1601 DAVID BRUNZELL BCRCONSULTING LLC
RI-10218 2015 LETTER REPORT: CULTURAL
RESOURCES SUMMARY FOR THE
PROPOSED VERIZON WIRELESS, INC.,
PROPERTY AT THE HOLE SITE, 4350 LA
SIERRA AVENUE, RIVERSIDE, RIVERSIDE
COUNTY, CALIFORNIA 92505
HEATHER R PUCKETT TETRA TECH
RI-10273 2017 Phase I Cultural Resources Survey for the Brodiaea Commerce Center Project, City of
Moreno Valley, County of Riverside
Brian F. Smith and
Associates, Inc.
Andrew J. Garrison and
Brian F. Smith
RI-10445 2014 Cultural Resources Assessment for the
Proposed Isla Verde Residential Project, City
of Moreno Valley, County of Riverside,
California
Fatima Clark and Kyle PCR Services Corporation
Garcia
RI-11328 2021 Cultural Resources Survey Report
Cottonwood Village Project Assessor's Parcel
Number 479-140-022 City of Moreno Valley,
Riverside County, California
Bai "Tom" Tang, Deirdre CRM Tech
Encarnacion, and Nina
Gallardo
3496
YELLOW
Geotechnical Engineering
Exploration and Analysis
Proposed Public Storage Facility
SEQ Indian Street and Alessandro Boulevard
Moreno Valley, California
Prepared for:
Public Storage
Glendale, California
May 23, 2024
Project No. 2G-2404001
3497
3498
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
TABLE OF CONTENTS
GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS
PROPOSED PUBLIC STORAGE FACILITY
SEQ INDIAN STREET AND ALESSANDRO BOULEVARD
MORENO VALLEY, CALIFORNIA
PROJECT NO. 2G-2404001
Description Page No.
EXECUTIVE SUMMARY OUTLINE ........................................................................................... 1
1.0 SCOPE OF SERVICES.................................................................................................. 3
2.0 SITE AND PROJECT DESCRIPTION ............................................................................ 3
2.1 Site Description................................................................................................... 3
2.2 Proposed Project Description.............................................................................. 3
3.0 SUBSURFACE EXPLORATION .................................................................................... 4
3.1 Subsurface Exploration....................................................................................... 4
3.2 Subsurface Conditions........................................................................................ 5
3.3 Percolation Testing ............................................................................................. 6
4.0 LABORATORY TESTING............................................................................................... 6
5.0 SEISMIC HAZARDS....................................................................................................... 8
5.1 Liquefaction ........................................................................................................ 8
5.2 Active Fault Zones .............................................................................................. 8
6.0 CONCLUSIONS AND RECOMMENDATIONS............................................................... 8
6.1 Seismic Design Considerations........................................................................... 8
6.2 Site Development Recommendations ............................................................... 11
6.3 Construction Considerations ............................................................................. 14
6.4 Foundation Recommendations ......................................................................... 14
6.5 Floor Slab Recommendations........................................................................... 16
6.6 New Pavement ................................................................................................. 17
6.7 Recommended Construction Materials Testing Services .................................. 19
6.8 Basis of Report ................................................................................................. 19
APPENDICES
Appendix A – Figures (7), Boring Logs (15), Liquefaction Analysis (1) and Dry Settlement (1) Appendix B – Field Procedures
Appendix C – Laboratory Testing and Classification
Appendix D – General Information (Modified Guideline Specifications) and Important Information About Your Geotechnical Report
3499
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS
PROPOSED PUBLIC STORAGE FACILITY
SEQ INDIAN STREET AND ALESSANDRO BOULEVARD
MORENO VALLEY, CALIFORNIA
PROJECT NO. 2G-2404001
EXECUTIVE SUMMARY OUTLINE
The executive summary is provided solely for the purpose of overview. Any party who relies on this report must read the full report. The executive summary omits a number of details, any one of which could be crucial to the proper application of this report.
Subsurface Conditions
• Site Class designation D is recommended for seismic design considerations. • Our review of the Geologic Map of the Sunnymead/South ½ of Redlands Quadrangles (Dibblee, Jr., 2003) indicates that the subject site is underlain by Quaternary Surficial Deposits (Qa) consisting of alluvial sand, gravel and clay of valley areas, covered with thick soil. • Fill and possible fill soils were encountered in the test borings to depths of approximately zero to 3 feet below grade. Fill and native soils have very similar characteristics, and it was difficult to determine the exact geologic contact. Possible fill consisted of medium stiff to hard, moist, sandy silt, trace fine gravel, and medium dense silty sand, fine to medium grained, trace clay, with some mica.
• Beneath the possible fill, native soils were encountered within our test borings, which were generally loose to dense, silty sand, poorly graded sand with silt, and clayey sand, fine to medium grained, some coarse, some fine gravel, and stiff to hard sandy silt, silty clay, and sandy clay, fine sand, moist, some mica, and various amount of fine gravel and some mica. • Groundwater was encountered at approximately 36 feet below ground surface in the Test Boring B-8 drilled to a maximum depth of 51.5 feet bgs.
• The expansion index (EI) test of the upper soils indicates a very low expansion potential. • Based on our screening of corrosivity of the upper soils, the results from the minimum resistivity test generally indicate that the tested soils have a moderately corrosive potential when in contact with ferrous materials and chloride. The test results for pH indicated the tested soil was neutral and the near surface soils contain approximately 0.0207 percent of water-soluble sulfates; therefore, no special sulfate resistant cement is considered necessary for concrete.
Site Development
• It is our understanding that Public Storage will be developing this site by constructing one, 3-story building, with approximately 130,500 GSF with concrete slab-on-grade floor supported by spread footings or a mat foundation, and paved driveways and parking lot areas. The proposed building will have no basement level.
• New Building: Due to the variable and low strength characteristics of the near surface onsite soils and the estimated seismic-induced seismic dry sand settlement, and to develop uniformity of support, it is recommended that the soils within the proposed new building areas and an appropriate lateral distance beyond (5 feet minimum) be over-excavated to a depth of at least 5 feet below the proposed grade or 3 feet below bottom of foundations and floor slab, whichever is deeper. For the planned subgrade, the existing soils should be proofrolled to remove any unstable materials and the surface compacted to an in-place density of at least 90% of its maximum dry density per ASTM D-1557. The existing soils are considered suitable for foundation and floor support with the recommended 3-foot structural fill layer for the foundations only, and the existing 3500
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
soils are also considered suitable for pavement support with recommended proofroll and geotechnical inspection/testing. The soils exposed after cutting to the structural fill subgrade should be examined by the geotechnical engineer to document that the soils are suitable for building support. Prior to placement of fill, the exposed surfaces approved for fill placement should be scarified to a depth of at least 6 to 8 inches, moisture conditioned above optimum moisture content and then recompacted to at least 90% of the maximum dry density as determined by Modified Proctor (ASTM D 1557).
Building Foundation
The proposed structure may be supported by a shallow spread footing foundation system or a mat foundation for a maximum, net allowable soil bearing pressure of 3,500 pounds per square foot (psf) underlain by a minimum 3-foot structural compacted fill layer. Structural loads supported by a mat foundation may be designed for a maximum modulus of subgrade reaction (Ks) of 75 pounds per square inch per inch (psfi/in.).
Foundation reinforcement should be determined by the structural engineer.
Building Floor Slab
It is recommended that an on-grade slab be a minimum 4-inch-thick slab-on-grade or turned-down slab, underlain by a minimum 4-inch-thick granular base supported on a properly prepared subgrade consisting of a minimum 1-foot structural fill layer. A minimum 15-mil vapor barrier is recommended to be directly below the floor slab or base course where required to protect moisture sensitive floor coverings.
New Pavement
Asphalt Pavements: 3 inches of asphaltic concrete underlain by 4 or 6 inches of base course in parking stall and drive lane areas, respectively.
Portland Cement Concrete: 6 inches in thickness underlain by 4 inches of base course in high stress areas such as entrance/exit aprons, drive-thru lane and the trash enclosure-loading zone.
Construction Considerations
Due to anticipated on-site soils, loose to medium dense sandy soils, shallow excavations, up to 5 feet in vertical height, may be adequately sloped for bank stability, where sufficient space is available, temporarily unsurcharged embankments could be sloped back at a 2:1 (h:v) slope gradient. Deeper excavations or excavations where adequate back sloping cannot be performed may require some form of external support such as shoring or bracing.
YELLOW – This site has been given a yellow designation due to potential increased costs associated with the minimum over-excavation and placement of a compacted fill below the footings during construction for the recommended spread footings/mat foundation due to the estimated dry seismic settlement.
3501
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
1.0 SCOPE OF SERVICES
This report provides the results of the Geotechnical Engineering Exploration and Analysis that Giles Engineering Associates, Inc. (“Giles”) conducted regarding the proposed development. The Geotechnical Engineering Exploration and Analysis included several separate, but related, service areas referenced hereafter as the Geotechnical Subsurface Exploration Program, Geotechnical Laboratory Services, and Geotechnical Engineering Services. The scope of each service area was narrow and limited, as directed by our client and in consideration of the proposed project. The scope of each service area is briefly explained in this report.
Geotechnical-related recommendations for design and construction of the foundation and groundbearing floor slab for the proposed buildings are provided in this report. Geotechnical-related recommendations are also provided for the proposed driveways. Site preparation recommendations are also given; however, those recommendations are only preliminary since the means and methods of site preparation will depend on factors that were unknown when this report was prepared. Those factors include the weather before and during construction, the water table at the time of construction, subsurface conditions that are exposed during construction, and finalized details of the proposed development.
2.0 SITES AND PROJECT DESCRIPTION
2.1 Site Description
The subject property is at the southeast quadrangle of Indian Street and Alessandro Boulevard, in the city of Moreno Valley, Riverside County, California. Based on internet research, the subject property has a history of being an undeveloped vacant lot, covered with soils and some vegetation. The site is bounded on the north by an existing storage facility, on the east by residential structures, on the south a gas station, commercial buildings and Alessandro Blvd further south, and on the west by Indian Street. The neighboring development consists of a mixture of residential structures and commercial structures.
Based on Google Earth website, the site gently slopes with an approximately 4-ft elevation difference across the site, sloping toward the south (to approximate El. 1579) from the north area (approximately El. 1583).
2.2 Proposed Project Description
It is our understanding that Public Storage will be developing this site by constructing one, 3-story building, with approximately 130,500 GSF with concrete slab-on-grade floor supported by spread footings or a mat foundation, and paved driveways and parking lot areas. The proposed building will have no basement level. A Conceptual Site Plan was provided to Giles. Structural loads were not available at the time this report was prepared, but we have estimated maximum building loads, based 3502
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
on a 10-foot by 10-foot column spacing, to be about 75 to 100 kips for interior columns and 2 to 3 kips per foot for walls. When design loading conditions are final, we should be notified to re-evaluate the conclusions and recommendations contained in this report. The structure is anticipated to be concrete, masonry, and steel.
It is anticipated that the finished floor elevation of the new building will be near or at existing grade.
The finished floor elevation is anticipated to be approximately at El. 1583. Therefore, site grading is anticipated to include minor cut and fills to establish the necessary site grade to accommodate the assumed floor elevation, exclusive of site preparation or over-excavation requirements necessary to create a stable site suited for the proposed development.
3.0 SUBSURFACE EXPLORATION
3.1 Subsurface Exploration
Our subsurface exploration consisted of the drilling of 15 test borings (B-1 through B-15) to depths of approximately 10 to 51.5 feet below existing ground surface utilizing a truck rig with hollow-stem auger drilling equipment. The approximate test boring locations are shown in the Test Boring Location Plan (Figure 1). The Test Boring Location Plan and Test Boring Logs (Records of Subsurface Exploration) are enclosed in Appendix A. Field and laboratory test procedures are enclosed in Appendix B and C, respectively. The terms and symbols used on the Test Boring Logs are defined on the General Notes in Appendix D.
Standard split-spoon tests (SS), also called Standard Penetration Test (SPT), were performed at selected depth intervals in accordance with the American Society for Testing Materials (ASTM) Standard Procedure D 1586. This method consists of mechanically driving an unlined standard splitbarrel sampler 18 inches into the soil with successive 30-inch drops of the 140-pound automatic trip hammer. Blow counts for each 6-inch driving increment were recorded on the exploration logs. The number of blows required to drive the standard split-spoon sampler for the last 12 of the 18 inches was identified as the uncorrected standard penetration resistance (N). Disturbed soil samples from the unlined standard split-spoon samplers were placed in plastic bags and transported to our laboratory for testing. A representative bulk sample, consisting of composite soil materials from the upper soils, was obtained from all borings.
Our subsurface exploration included also the collection of relatively undisturbed soil samples of subsurface soil materials at selected depth intervals from the test borings for laboratory testing purposes. Relatively undisturbed samples were collected (per ASTM D 3550) using a 3-inch outside diameter, modified California split-spoon soil sampler (CS) lined with 1-inch-high brass rings. The sampler was driven with successive 30-inch drops of a hydraulically operated, 140-pound automatic trip hammer. Blow counts for each 6-inch driving increment were recorded on the field exploration logs. The central portions of the driven core samples were placed in sealed containers and transported to our laboratory for testing.
3503
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
At the conclusion of drilling activities, each borehole was backfilled. Even with this service, however, it is important to note that some boreholes backfill settlement or expansion can and will occur over time. This settlement/expansion can create a hazard and should be carefully monitored by the client and/or property owner. The settlement/expansion can lead to the formation of a “trip joint” representing a threat of injury to persons or animals utilizing or accessing the subject property. Giles has not included a cost for monitoring borehole settlement/expansion after the initial drilling activities and will not be performing this service.
3.2 Subsurface Conditions
The subsurface conditions as subsequently described have been simplified somewhat for ease of report interpretation. A more detailed description of the subsurface conditions at the test boring locations is provided by the logs of the test borings enclosed in Appendix A of this report.
Site Geology
Our review of the Geologic Map of the Sunnymead/South ½ of Redlands Quadrangles (Dibblee, Jr., 2003) indicates that the subject site is underlain by Quaternary Surficial Deposits (Qa) consisting of alluvial sand, gravel and clay of valley areas, covered with thick soil.
Soil
Fill and possible fill soils were encountered in the test borings to depths of approximately zero to 3 feet below grade. Fill and native soils have very similar characteristics, and it was difficult to determine the exact geologic contact. Possible fill consisted of medium stiff to hard, moist, sandy silt, trace fine gravel, and medium dense silty sand, fine to medium grained, trace clay, with some mica.
Beneath the possible fill, native soils were encountered within our test borings, which were generally loose to dense, silty sand, poorly graded sand with silt, and clayey sand, fine to medium grained, some coarse, some fine gravel, and stiff to hard sandy silt, silty clay, and sandy clay, fine sand, moist, some mica, and various amount of fine gravel.
Groundwater
Groundwater was encountered at approximately 36 feet below ground in the deep boring (B-8) during our field exploration. Based on a review of GeoTracker website, groundwater was found at 35 feet below grade from a well located approximately 400 feet southeast of our subject site. The historic groundwater level has not been mapped in this area.
Fluctuations of the groundwater table, localized zones of perched water, and rise in soil moisture content should be anticipated during and after the rainy season. Irrigation of landscape areas on or adjacent to the site could also cause fluctuations of local or shallow perched groundwater levels. 3504
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
3.3 Percolation Testing
It is our understanding that an on-site below grade storm water infiltration system is being considered for the subject site. Therefore, two percolation tests were performed to assess the infiltration characteristics of the site soils.
The percolation testing consisted of drilling an 8-inch-diameter hole using a hollow-stem auger, installing a 2-inch-diameter slotted pvc casing with a solid end cap and then surrounding the casing with a granular filter pack. The test holes (B-10 and B-12) were then pre-soaked to a minimum depth of 1 foot above the bottom of the boring. After pre-soaking, test water was added to the casing and refilled after each consecutive percolation test reading. The drop in water level over time is the percolation rate at the test location. The percolation test procedure outlined in the Riverside County Department of Environmental Health was used as a guide in our testing. A summary Table of the test results of the percolation tests is provided below.
The drop in water level over time is the pre-adjusted percolation rate at the test location. The percolation rate was reduced to account for the discharge of water from the sides and bottom of the boring. The Porchet Method, noted below, was used to calculate the design infiltration rate.
Tested Infiltration Rate = ∆H (60r) / ∆t (r + 2Havg)
Where: r is the radius of the test hole (in)
∆H is the change in height over the time interval (in)
∆t is the time interval (min)
Havg is the average head height over the time interval.
The results obtained from our percolation testing are summarized below. The infiltration rates noted below have not been reduced to account for a factor of safety.
Test
Number
Test Depth
(feet)
Design Infiltration Rate
(in/hr) Soil Type
B-10 10 4.38 (SP) – Poorly-graded Sand
B-12 10 2.83 (SP) – Poorly-graded Sand
It should be noted that the infiltration rate of the on-site soils represents a specific area and depth tested and may fluctuate throughout other parts of the site.
4.0 LABORATORY TESTING
Several laboratory tests were performed on selected samples considered representative of those encountered in order to evaluate the engineering properties of the on-site soils. The following is a brief description of our laboratory test results.
3505
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
In Situ Moisture and Density
Tests were performed on select samples from the test borings to determine the subsoils dry density and natural moisture contents in accordance with Test Method ASTM D 2216. The results of these tests are included in the Test Boring Logs enclosed in Appendix A.
Expansive Potential
To evaluate the expansion potential of the near surface soils encountered during our subsurface exploration, a representative bulk soil sample collected from the upper soils from the test borings was subjected to Expansion Index (EI) testing in accordance with Test Method ASTM D 4829. The result of our expansion index (EI) test indicates that the near surface sample has a very low expansion potential (EI < 5).
Sieve Analysis
Sieve Analyses (Passing No. 200 Sieve) were performed on selected samples to assist in soil classification. These tests were performed in accordance with Test Method ASTM D 1140. The results of the Passing No. 200 Sieve tests are presented in Test Boring Logs in Appendix A.
Soluble Sulfate Analysis and Soil Corrosivity
A representative bulk sample of the near surface soils which may contact shallow buried utilities and structural concrete was used to perform to determine the corrosion potential for buried ferrous metal conduits and the concentrations present of water-soluble sulfate which could result in chemical attack of cement. The following table presents the results of our laboratory testing.
Parameter Bulk Sample
0 to 5 feet
pH 7.1
Chloride 223 ppm
Sulfate 0.0207%
Resistivity 8,100 ohm-cm
The chloride content of near-surface soils was determined for a selected sample in accordance with California Test Method No. 422. The results of this test indicated that tested on-site soils have a moderate exposure to chloride.
The results of limited testing of soil pH and minimum resistivity were determined in accordance with California Test Method No. 643. The test results for pH indicated the tested soil was neutral. The results from the minimum resistivity test generally indicate that the tested soils have a moderately corrosive potential when in contact with ferrous materials. Therefore, special protection for underground cast iron pipe or ductile pipe may be warranted depending on the actual materials in contact with the pipe. We recommend that a corrosion engineer review these results in order to provide specific recommendations for corrosion protection as well as appropriate recommendations for other types of buried metal structures.
3506
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
A representative sample of the near surface soils which may contact shallow buried utilities and structural concrete was performed to determine the concentrations present of water-soluble sulfate which could result in chemical attack of cement. Our laboratory test data indicated that near surface soils contain approximately 0.0207 percent of water-soluble sulfates. Based on Section 1904.1 of the California Building Code (CBC), concrete that may be exposed to sulfate containing soils shall comply with the provisions of ACI 318, Section 4.3. Therefore, according to Table 4.3.1 of the ACI 318 a negligible exposure to sulfate can be expected for concrete placed in contact with the tested on-site soils. No special sulfate resistant cement is considered necessary for concrete which will be in contact with the tested on-site soils.
5.0 GEOLOGIC AND SEISMIC HAZARDS
5.1 Liquefaction
According to the City of Moreno Valley Safety Elements, Map S-2, Liquefaction Hazards, the site is located within a low to moderate liquefaction susceptibility zone. During our field exploration, drilled to a maximum depth of 51.5 feet bgs, groundwater was encountered at approximately 36 feet below ground surface (bgs). Based GeoTracker, groundwater was found be about 35 feet bgs from a nearby well. Silt and Clay soil types interbedded with sandy layers were found at those depths based on our recent field exploration. Therefore, based on encountered groundwater level and soil type a liquefaction analysis for this site was performed.
5.2 Active Fault Zones
Based on the City of Moreno Valley, Riverside County Seismic and Geologic Hazards, dated 2019, Map S-1, Fault Zones and the Special Studies Zones for the Sunnymead Quadrangle (CGS, 1974), the site is not located within any active faults zone. The potential for fault rupture through the site is, therefore, considered to be low. The site may however be subject to strong groundshaking during seismic activity.
6.0 CONCLUSIONS AND RECOMMENDATIONS
Conditions imposed by the proposed development have been evaluated on the basis of the assumed floor elevation and engineering characteristics of the subsurface materials encountered during our subsurface investigation and their anticipated behavior both during and after construction.
Conclusions and recommendations presented for the design of building foundations, floor slab, and pavement along with site preparation recommendations and construction considerations are discussed in the following sections of this report.
From a soils engineering point of view, the subject property is considered geotechnically suitable for the proposed new development provided the following recommendations are incorporated in the design and construction of the project.
3507
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
We recommend that Giles Engineering Associates, Inc. be involved in the review of the grading and foundation plans for the site to ensure our recommendations are interpreted correctly. Based on the results of our review, modifications to our recommendations or the plans may be warranted.
Effect of Proposed Grading and Construction on Adjacent Property It is our opinion that the proposed construction and grading will be safe against geotechnical hazards from landslides, settlement, or slippage and the proposed work will not adversely affect the geologic stability of the adjacent property provided grading and construction are performed in compliance with the local city code and in accordance with the recommendations presented herein.
6.1 Seismic Design Considerations
Faulting/Seismic Design Parameters
The site is not located within any active fault zone. The potential for fault rupture through the site is, therefore, considered to be low. The site may however be subject to strong groundshaking during seismic activity. The proposed structure should be designed in accordance with the current version of the California Building Code (CBC) and applicable local codes. In accordance with ASCE 7, Chapter 20, a Site Classification D is recommended for this site based upon the mapped geological features of the site also verified by test borings.
According to the maps of known active fault near-source zones to be used with the CBC, the San Jacinto fault and its branches are the closest known active faults and located about 4.9 and 6.8 miles from our subject site. The San Jacinto fault would probably generate the most severe site ground motions at the site with an anticipated maximum moment magnitude (Mw) of 7.88 (Hanks).
The proposed structure should be designed in accordance with the current version of the California Building Code (CBC), Minimum Design Loads and Associated Criteria for Buildings and Other Structures ASCE 7, and applicable local codes. The following values are determined by using the SEAOC/OSHPD Seismic Design Map Tool based upon the CBC 2022 and ASCE 7-16. 3508
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
CBC 2022, Earthquake Loads
Site Class Definition (Table 20.3-1 from ASCE 7-16) D
Mapped Spectral Response Acceleration Parameter, Ss (for 0.2 second) 1.579 Mapped Spectral Response Acceleration Parameter, S1 (for 1.0 second) 0.613 Site Coefficient, Fa short period 1.00
Site Coefficient, Fv 1-second period 1.70
Adjusted Maximum Considered Earthquake Spectral Response Acceleration Parameter, SMS 1.579 Adjusted Maximum Considered Earthquake Spectral Response Acceleration Parameter, SM1 1.042 Design Spectral Response Acceleration Parameter, SDS 1.052 Design Spectral Response Acceleration Parameter, SD1 0.695 MCEG Peak Ground Acceleration adjusted for site class effects, PGAM 0.737 According to Section 11.4.8 of ASCE 7-16 for structural engineering considerations, a ground motion hazard analysis is required and should be performed in accordance with Section 21.2 for structures on Site Class D with S1 greater than or equal to 0.2. However, as an exception to performing the ground motion hazard analysis, the value of the Seismic Response Coefficient (Cs) must be determined by Equation (12.8-2) for values of the fundamental period of the building (T) ≤ 1.5Ts, and taken as 1.5 times the value computed in accordance with either Equation (12.8-3) for TL ≥ 1.5Ts, or Equation (12.8-4) for T > TL.
Liquefaction
A Seismic Hazard Evaluation Report for the area where the subject site is located has not yet been prepared by the CGS (California Geological Survey). However, based on a review of the Moreno Valley Safety Elements, the site is located within a low to moderate liquefaction potential. Based on a review of groundwater information on the State of California GeoTracker website, the depth to groundwater in the vicinity of the site is approximately 35 feet below grade. Accordingly, a detailed liquefaction analysis was considered necessary and performed for this site.
Liquefaction analysis was performed based on the current California Building Code (2022 CBC) and was performed utilizing the Standard Penetration Test (SPT) data from Test Boring B-8. The NCEER method (1998) was applied as presented by Youd, et.al (2001). The peak ground acceleration (PGA) and modal magnitude were obtained from the USGS Seismic Ground Motion Design Parameter Tool and USGS Probabilistic Seismic Hazards Deaggregation Tool, respectively. As per ASCE 7-16 guidelines, the maximum considered earthquake geometric mean (MCEG) peak ground acceleration adjusted for the site effects (PGAM) equals to 0.737g and a predominant mean earthquake magnitude of 7.38 was used in our analysis.
The on-site fine-grained soils were evaluated to determine susceptibility to liquefaction during ground shaking in accordance with the criteria outlined within SP117A and the parameters and soil profile mentioned above. Based on our field exploration, laboratory test results, and soil type, the results of 3509
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
our liquefaction evaluation indicate that the ground settlement resulting from the design-level earthquake will be negligible. The results of our liquefaction analysis are provided as Plate A-1 of Appendix A.
Seismic-Induced Settlement
Seismic-induced settlement is often caused by loose to medium dense granular soils densified during ground shaking. To evaluate the site-specific potential for seismic-induced settlement above the groundwater level (assumed at 35 feet), we used the same parameters used in the liquefaction analysis based on the 2022 CBC and ASCE 7-16. Based on the results of our analysis, the seismicinduced settlement is estimated to be on the order of approximately 2.15 inches. However, as a result of over-excavating the upper 5 feet or 3-ft below bottom of the footings, the dry settlement is reduced to 0.40 inches. Therefore, differential settlement may be assumed to be negligible. The results of our analysis performed at Test Boring B-8 are presented as Plate A-2 of Appendix A.
Liquefaction-Induced Lateral Spreading
Lateral spreading of the ground surface during a seismic activity usually occurs along the weak shear zones within a liquefiable soil layer and has been observed to generally take place toward a free face (i.e. retaining wall, slope or channel) and to lesser extend on ground surfaces with a very gentle slope.
Due to absence of any slope or channel within or near the subject site, the potential for lateral spread occurring within the site is considered to be very low.
6.2 Site Development Recommendations
The recommendations for site development as subsequently described are based upon the conditions encountered at the test boring locations and the results of our laboratory testing.
Site Clearing and Preparation
Clearing and demolition operations should include the removal of all landscape vegetation and any existing structural features, within the area of the proposed new building and site improvements. All soils disturbed by grading operations should be removed and/or compacted to provide a competent subgrade, as determined by the project geotechnical engineer.
Should any unusual soil conditions or subsurface structures be encountered during clearing/demolition operations or during grading, they should be brought to the immediate attention of the project geotechnical consultant for corrective recommendations.
Existing Utilities
All existing utilities should be located. Utilities that are not reused should be capped off and removed or properly abandoned in-place in accordance with city codes and ordinances. The excavations made for removed utilities that are in the influence zone of new construction are recommended to be backfilled with structural compacted fill. Underground utilities, which are to be reused or abandoned 3510
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
in-place, are recommended to be evaluated by the structural engineer and utility backfill is recommended to be evaluated by the geotechnical engineer, to determine their potential effect on the new development. If any existing utilities are to be preserved, construction operations must be carefully performed so as not to disturb or damage the existing utility.
Building Area
Due to the variable and low strength characteristics of the near surface onsite soils and the estimated seismic-induced seismic settlement, and to develop uniformity of support, it is recommended that the soils within the proposed new building areas and an appropriate lateral distance beyond (5 feet minimum) be over-excavated to a depth of at least 5 feet below the proposed grade or 3 feet below bottom of foundations and floor slab, whichever is deeper. For the planned subgrade, the existing soils should be proofrolled to remove any unstable materials and the surface compacted to an inplace density of at least 90% of its maximum dry density per ASTM D-1557. The existing soils are considered suitable for foundation and floor support with the recommended 3-foot structural fill layer, and soils are also suitable for pavement support with recommended proofroll and geotechnical inspection/testing. The soils exposed after cutting to the structural fill subgrade should be examined by the geotechnical engineer to document that the soils are suitable for building support. Prior to placement of fill, the exposed surfaces approved for fill placement should be scarified to a depth of at least 6 to 8 inches, moisture conditioned to above the soil’s optimum moisture content, and then recompacted to at least 90% of the maximum dry density as determined by Modified Proctor (ASTM D 1557).
Positive drainage devices such as sloped concrete flatwork, earth swales, and sheet flow gradients in landscape, setback, and easement areas should be designed for the site. The drainage system should drain to a suitable discharge area. The purpose of this drainage system is to reduce water infiltration into the subgrade soils and to direct water away from buildings and site improvements.
All utility trenches backfill should be placed in lifts no greater than 8 inches in thickness, moisture conditioned above optimum moisture content and then compacted to a minimum of 90 percent of the soil’s maximum density near the optimum moisture content. A representative of the project geotechnical engineer should observe and test the backfills to document adequacy of compaction.
Proofroll and Compact Subgrade
Following site clearing, removal or re-compaction of disturbed soils and lowering of site grades where necessary for the 3-foot structural fill layer in the building area, the subgrades within the proposed building, pavement and drive areas should be proofrolled in the presence of the geotechnical engineer with appropriate rubber-tire mounted heavy construction equipment or a loaded truck to detect very loose/soft yielding soil which should be removed to a stable subgrade, or stabilized in place. Any unsuitable materials discovered should be removed and backfilled with structural fill. Following proofrolling and completion of any necessary over-excavation, the subgrades in the building, parking 3511
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
lot and drive areas should be scarified to a depth of 6 to 8 inches, moisture conditioned above the soil’s optimum moisture content, and recompacted to at least 90 percent of the Modified Proctor (ASTM D1557) maximum density. The upper 1 foot of the pavement subgrade should have minimum in-place density of at least 95% of the maximum dry density. Low areas and excavations may then be backfilled in lifts with suitable low-expansive structural compacted fill. The selection, placement and compaction of structural fill should be performed in accordance with the project specifications.
The Guide Specifications included in Appendix D (Modified Proctor) of this report are recommended to be used, at a minimum, as an aid in developing the project specifications. The floor slab subgrade may need to be recompacted prior to slab construction due to weather and equipment traffic effects on the previously compacted soil.
Reuse of On-site Soil
On-site material may be reused as structural compacted fill (if needed) within any new construction area provided they do not contain oversized materials and significant quantities of organic matter or other deleterious materials. All subgrade soil compaction as well as the selection, placement and compaction of new fill soils should be performed in accordance with the project specifications under engineering-controlled conditions.
Subgrade Protection
The near surface soils that are expected to comprise the subgrade are sensitive to water and disturbance from construction activities. Unstable soil conditions will develop if the soils are exposed to moisture increases or are disturbed (rutted) by construction traffic. If unstable soil conditions occur, recommendations for stabilization should be provided by the geotechnical engineer at the time of grading/construction based on the conditions encountered. The site should be graded to prevent water from ponding within construction areas and/or flowing into excavations. Accumulated water must be removed immediately along with any unstable soil. Foundation concrete should be placed and excavations backfilled as soon as possible to protect the bearing grade. The degree of subgrade instability and associated remedial construction is dependent, in part, upon precautions taken by the contractor to protect the subgrade during site development.
Silt fences or other appropriate erosion control devices should be installed in accordance with local, state and federal requirements at the perimeter of the development areas to control sediment from erosion. Since silt fences or other erosion control measures are temporary structures, careful and continuous monitoring and periodic maintenance to remove accumulated soil and/or replacement should be anticipated.
Fill Placement
All fill should be placed in 8-inch-thick maximum loose lift, moisture conditioned above the soil’s optimum moisture content and then compacted to at least 90 percent, or 95 percent in the upper 12 inches of pavement subgrade of the Modified Proctor maximum density. A representative of the 3512
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
project geotechnical consultant should be present on-site during grading operations to document proper placement and compaction of all fill, as well as to verify compliance with the other geotechnical recommendations presented herein.
Import Structural Fill
Any soils imported to the site (if required) for use as structural fill should consist of very low (EI less than 20) expansive soils. Materials designated for import should be submitted to the project geotechnical engineer no less than three working days for evaluation. In addition to expansion criteria, soils imported to the site should exhibit adequate shear strength characteristics for the recommended allowable soil bearing pressure, soluble sulfate content and corrosivity and pavement support characteristics.
6.3 Construction Considerations
Construction Dewatering
Groundwater was encountered at approximately 36 feet bgs during our subsurface exploration to the maximum depth explored (51.5 feet). However, the site may be susceptible to a shallower perched water table due to seasonal precipitation and runoff characteristics of the site. Conventional filtered sump pumps placed in excavations are expected to be suitable for dewatering should any excess water conditions be observed.
Soil Excavation
Some localized slope stability problems may be encountered in steep, unbraced excavations considering the nature of the subsoils. All excavations must be performed in accordance with CALOSHA requirements, which is the responsibility of the contractor. Due to anticipated on-site soils, loose to medium dense sandy soils, shallow excavations, up to 5 feet in vertical height, may be adequately sloped for bank stability, where sufficient space is available, temporarily unsurcharged embankments could be sloped back at a 2:1 (h:v) slope gradient. Deeper excavations or excavations where adequate back sloping cannot be performed may require some form of external support such as shoring or bracing.
6.4 Foundation Recommendations
Vertical Load Capacity – Shallow Foundation
Upon completion of the recommended building pad preparation, it is our opinion the proposed structures may be supported by a shallow foundation system and/or mat slab. Foundations underlain by a minimum 3-foot structural fill layer may be designed for a maximum, net, allowable soil-bearing pressure of 3,500 pounds per square foot (psf). Structural loads supported by a mat foundation may be designed for a maximum modulus of subgrade reaction (Ks) of 75 pounds per square inch per inch 3513
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
(psfi/in.). Minimum foundation widths for walls and columns should be 18 and 24 inches, respectively, for bearing considerations, regardless of actual soil pressure. The maximum bearing value applies to combined dead and sustained live loads. This allowable soil bearing pressure may be increased by one-third for short term wind and/or seismic loads.
Lateral Load Resistance
Lateral load resistance will be developed by a combination of friction acting at the base of foundations and slabs and the passive earth pressure developed by footings below grade. Passive pressure and friction may be used in combination, without reduction, in determining the total resistance to lateral loads. A one-third increase in the passive pressure value may be used for short duration wind or seismic loads.
A coefficient of friction of 0.35 may be used with dead load forces for footings placed on newly placed compacted fill soil. An allowable passive earth pressure of 400 psf per foot of footing depth (pcf) below the lowest adjacent grade may be used for the sides of footings placed against newly placed structural fill. The maximum recommended allowable passive pressure is 3,500 psf.
Foundation Embedment
The California Building Code (CBC) requires a minimum 12-inch foundation embedment depth.
However, it is recommended that exterior foundations extend at least 18 inches below the adjacent exterior grade for bearing capacity and to provide greater protection of the moisture sensitive bearing soils. Interior footings may be supported at nominal depth below the floor. All footings must be protected against weather and water damage during and after construction and must be supported within suitable bearing materials.
Estimated Foundation Movement
Post-construction total and differential settlement of a shallow foundation system designed and constructed in accordance with the recommendations provided in this report are estimated to be less than 1 and ½ inch, respectively. The estimated differential movement is anticipated to result in an angular distortion of about 0.002 inches per inch on the basis of a minimum clear span of 20 feet for a standard foundation; and 0.001 in./in. on the basis of a minimum clear span of 40 feet for a mat foundation and 0.001 in/in.
Reinforcing
The determination of the actual quantity of steel reinforcing and dimensions should be performed by the project structural engineer.
Bearing Material Criteria
Soil suitable to serve as the structural fill subgrade should exhibit at least a loose relative density (average N value of at least 10) for non-cohesive soils, and an unconfined compressive strength of
1.75 tsf for cohesive soils, for the recommended 3,500 psf allowable soil bearing pressure. For 3514
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
design and construction estimating purposes, suitable structural fill subgrade soils are expected to be encountered at the recommended 3-foot structural fill depths following the recommended site preparation activities. However, field testing by the Geotechnical Engineer within the structural fill subgrade and the structural fill soils is recommended to document that the foundation support soils possess the minimum strength parameters noted above. Testing may consist of Dynamic Cone Penetration tests (per ASTM Special Publication 399), nuclear gauge, sand cone test, other tests as deemed suitable by the Geotechnical Engineer. If unsuitable bearing soils are encountered, they should be recompacted in-place, if feasible, or excavated to a suitable bearing soil subgrade and to a lateral extent as defined by Item No. 3 of the enclosed Guide Specifications, with the excavation backfilled with structural compacted fill to develop a uniform bearing grade.
6.5 Floor Slab Recommendations
Subgrade
The floor slab subgrade should be prepared in accordance with the appropriate recommendations presented in the Site Development Recommendations section of this report including a minimum 2- foot structural fill layer. Foundation, utility trenches and other below-slab excavations should be backfilled with structural compacted fill in accordance with the project specifications.
Design (Conventional Slab-on-Grade)
The floor of the proposed building is recommended to be designed as a conventional slab-on-grade where the floor slab is independent of the foundations. The at-grade floor slab may be designed based on a maximum modulus of subgrade reaction (ks) of 175 pounds per cubic inch (pci), supported on a properly prepared subgrade consisting of a minimum 3-foot structural fill layer. If desired, the floor slab may be poured monolithically with foundations where the foundations consist of thickened sections thereby using a turned-down slab construction technique. The slab is recommended to be a minimum of 4 inches in thickness. A qualified structural engineer should perform the actual design of the slab to ensure proper thickness and reinforcing.
The floor slab is recommended to be underlain by a 4-inch-thick layer of granular base, which is not included as a portion of the recommended structural fill layer recommended in Section 6.2 Building Area. A 15-mil synthetic sheet should be placed below the floor slab to serve as a vapor retarder where required to protect moisture sensitive floor coverings (i.e. tile, or carpet, etc.) and control moisture through the floor slab. It is recommended that a structural engineer or architect specify the vapor retarder location with careful consideration of concrete curing and the effects of moisture. The vapor retarder is recommended to be in accordance with ASTM E 1745, which is entitled: Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs. If materials underlying the synthetic sheet contain sharp, angular particles, a layer of sand approximately 2 inches thick or a geotextile should be provided to protect it from puncture. An additional 2-inch-thick layer of sand may be needed between the slab and the vapor retarder to promote proper curing. Proper curing techniques are recommended to reduce the potential for shrinkage cracking and slab curling.
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Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
Estimated Settlement
Post-construction total and differential movements of the floor slab designed and constructed in accordance with the recommendations provided in this report are estimated to be less than ½ and ⅓ inch, respectively. Movements on the order of those estimated for foundations should be expected when the foundation and floor slab are structurally connected or constructed monolithically. The estimated differential movement is anticipated to occur across the short dimension of the structure.
6.6 New Pavement
The following recommendations for the new pavement are intended for vehicular traffic associated with the restaurant development within the subject property.
New Pavement Subgrades
Following completion of the recommended subgrade preparation procedures, the subgrade in areas of new pavement construction is expected to consist of existing on-site soil that exhibit a very low expansion potential. An R-value of 30 has been assumed in the preparation of the pavement design.
It should, however, be recognized that the City of Moreno Valley may require a specific R-value test to verify the use of the following design. It is recommended that this testing, if required, be conducted following completion of rough grading in the proposed pavement areas so that the R-value test results are indicative of the actual pavement subgrade soils. Alternatively, a minimum code pavement section may be required if a specific R-value test is not performed. To use this R-value, all fill added to the pavement subgrade must have pavement support characteristics at least equivalent to the existing soils and must be placed and compacted in accordance with the project specifications.
Asphalt Pavements
The following table presents recommended thicknesses for a new flexible pavement structure consisting of asphaltic concrete over a granular base, along with the appropriate CALTRANS specifications for proper materials and placement procedures. An alternate pavement section has been provided for use in parking stall areas due to the anticipated lower traffic intensity in these areas.
However, care must be used so that truck traffic is excluded from areas where the thinner pavement section is used, since premature pavement distress may occur. In the event that heavy vehicle traffic cannot be excluded from the specific areas, the pavement section recommended for drive lanes should be used throughout the parking lot.
3516
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
_________________________________________________________________________ GILES ENGINEERING ASSOCIATES, INC.
Pavement recommendations are based upon CALTRANS design parameters for a twenty-year design period and assume proper drainage and construction monitoring. It is, therefore, recommended that the geotechnical engineer monitors and tests subgrade preparation, and that the subgrade be evaluated immediately before pavement construction.
Portland Concrete Pavements
Portland Cement Concrete pavements are recommended in areas where traffic is concentrated such as the entrance/exit aprons as well as areas subjected to heavy loads such as the trash enclosure loading zone. The preparation of the subgrade soils within concrete pavement areas should be performed as previously described in this report. Portland Cement Concrete pavements in high stress areas are recommended to be at least 6 inches thick containing No. 3 bars at 18-inch on-center both ways placed at mid-height. The pavement should be constructed in accordance with Section 40 of the CALTRANS Standard Specifications. A minimum 4-inch-thick layer of base course (CALTRANS Class 2) is recommended below the concrete pavement. This base course should be compacted to at least 95% of the material’s maximum dry density.
The maximum joint spacing within all of the Portland Cement Concrete pavements is recommended to be 15 feet or less to control shrinkage cracking. Load transfer reinforcing is recommended at construction joints perpendicular to traffic flow if construction joints are not properly keyed. In this event, ¾-inch diameter smooth dowel bars, 18 inches in length placed at 12 inches on-center are recommended where joints are perpendicular to the anticipated traffic flow. Expansion joints are recommended only where the pavement abuts fixed objects such as light standard foundations. Tie bars are recommended at the first joint within the perimeter of the concrete pavement area. Tie bars are recommended to be No. 4 bars at 42-inch on-center spacings and at least 48 inches in length.
ASPHALT PAVEMENTS
Materials Thickness (inches) CALTRANS
Parking Stalls Specifications
(TI=4.0)
Drive Lanes
(TI=5.0)
Asphaltic Concrete
Surface Course (b) 1 1 Section 39, (a)
Asphaltic Concrete
Binder Course (b) 2 2 Section 39, (a)
Crushed
Aggregate
Base Course
4 6 Section 26, Class 2 (R-value at least 78)
NOTES:
(a) Compaction to density between 95 and 100 percent of the 50-Blow Marshall Density (b) The surface and binder course may be combined as a single layer placed in one lift if similar materials are utilized. 3517
Geotechnical Engineering Exploration and Analysis
Proposed Public Storage Facility
SEQ of Indian Street and Alessandro Boulevard
Moreno Valley, California
Project No. 2G-2404001
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General Considerations
Pavement recommendations assume proper drainage and construction monitoring and are based on traffic loads as indicated previously. Pavement designs are based on either PCA or CALTRANS design parameters for twenty (20) year design period. However, these designs are also based on a routine pavement maintenance program and significant asphalt concrete pavement rehabilitation after about 8 to 10 years, in order to obtain a reasonable pavement service life. Due to the presence of variable strength characteristics of the near surface on-site soils, some increased pavement maintenance should be expected.
6.7 Recommended Construction Materials Testing Services The report was prepared assuming that Giles will perform Construction Materials Testing (CMT) services during construction of the proposed development. In general, CMT services are recommended (and expected) to at least include observation and testing of foundation and pavement support soil and other construction materials. It might be necessary for Giles to provide supplemental geotechnical recommendations based on the results of CMT services and specific details of the project not known at this time.
6.8 Basis of Report
This report is based on Giles’ proposal, which is dated April 2, 2024 and is referenced by Giles’ proposal number 2GP-2403019-R. The actual services for the project varied somewhat from those described in the proposal because of the conditions that were encountered while performing the services and in consideration of the proposed project.
This report is strictly based on the project description given earlier in this report. Giles must be notified if any parts of the project description or our assumptions are not accurate so that this report can be amended, if needed. This report is based on the assumption that the facility will be designed and constructed according to the codes that govern construction at the site.
The conclusions and recommendations in this report are based on estimated subsurface conditions as shown on the Records of Subsurface Exploration. Giles must be notified if the subsurface conditions that are encountered during construction of the proposed development differ from those shown on the Records of Subsurface Exploration because this report will likely need to be revised.
General comments and limitations of this report are given in the appendix. © Giles Engineering Associates, Inc. 2024.
3518
APPENDIX A
FIGURES AND TEST BORING LOGS
The Test Boring Location Plan contained herein was prepared based upon information supplied by Giles’ client, or others, along with Giles’ field measurements and observations. The diagram is presented for conceptual purposes only and is intended to assist the reader in report interpretation.
The Test Boring Logs and related information enclosed herein depict the subsurface (soil and water) conditions encountered at the specific boring locations on the date that the exploration was performed. Subsurface conditions may differ between boring locations and within areas of the site that were not explored with test borings. The subsurface conditions may also change at the boring locations over the passage of time.
3519
INDIAN ST. ACCESS ROAD
PHEASANT KNOLL LN. ALESSANDRO BLVD. ACCESS ROAD GAS STATION (24500 ALESSANDRO BLVD.) AUTOZONE (24570 ALESSANDRO BLVD.) SELF STORAGE (13870 INDIAN ST.) RESIDENTIAL MEDICAL BUILDING (13925 INDIAN ST.) SIDEWALK PROPOSED BUILDING PROPOSED CURBING DATE CAD No. 05-20-24 2G-2404001 TEST BORING LOCATION PLAN PROJECT NO.: MORENO VALLEY, CALIFORNIA DESIGNED WML PROPOSED PUBLIC STORAGE FACILITY FIGURE 1 DRAWN SCALE approx. 1"=50' REVISED 2g2404001-blp -- NEQ OF INDIAN ST. AND ALESSANDRO BLVD. 0 25' 50' APPROXIMATE SCALE NOTES: 1.) TEST BORING LOCATIONS ARE APPROXIMATE. 2.) PROPOSED FEATURES ARE APPROXIMATE BASED ON THE "SITE PLAN", DATED 2-27-2024, PROVIDED BY THE CLIENT. ILES NGINEERING SSOCIATES, INC. www.gilesengr.com 733 W. TAFT AVENUE ORANGE, CA 92865 (714)279-0817 LEGEND: GEOTECHNICAL TEST BORING APPROXIMATE SITE BOUNDARY PERCOLATION TEST BORING GEOTECHNICAL TEST BORING / 3520 DIRECT SHEAR TEST (ASTM D3080)
Boring No. B-6 Depth 3.5 -ft
Soil Type: (SP-SM) - Poorly-graded Sand with Silt
Sample Condition: Saturated Initial Specimen Properties:
Diameter (in.) 2.4
Height (in.) 1.0
In-Situ Moisture Content (%) 4.1
PROJECT: Public Storage Facility Remolded Density (pcf) N/A Moreno Valley, CA Dry Density (pcf) 104.3
CLIENT: Public Storage LL n/a
PROJECT NO.: 2G-2404001 PL n/a
DATE: May 2024 C (psf) 40
PHI (degrees)-Ultimate 35
FIGURE No.: 2
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NORMAL STRESS (psf)
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3521
Classification (SP-SM) - Poorly-graded Sand with Silt
Boring No. B-6
Sample No. 2-CS Initial Moisture Content (%) 4.1
Depth (ft.) 3.5 ft Final Moisture Content (%) 13.2
Elevation (ft.) 1576 Natural Density (pcf) 111.2
Liquid Limit N/A Initial Dry Density (pcf) 106.8
Plastic Limit N/A Final Dry Density (pcf) 107.0
Specimen Diameter (in.) 2.42 Collapse at 800 psf 0.20%
Initial Specimen Thickness (in.) 1.00
Sample inundated with water at 800 psf pressure
Project: Public Storage Facility
Moreno Valley, CA
Client: Public Storage
Project No.: 2G-2404001
Figure No.: 3
CONSOLIDATION / SWELL / COLLAPSE TEST ASTM D2435/ASTM D5333 OFFICE: 714-279-0817 FAX : 714-279-9687
GILES ENGINEERING ASSOCIATES, INC.
-GEOTECHNICAL, ENVIRONMENTAL, AND CONSTRUCTION MATERIALS733 W. TAFT AVENUE, ORANGE, CALIFORNIA -0.010
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3522
Classification (SM) - Silty Sand
Boring No. B-14
Sample No. 2-CS Initial Moisture Content (%) 9.3
Depth (ft.) 3.5 ft Final Moisture Content (%) 13.5
Elevation (ft.) 1579 Natural Density (pcf) 127.6
Liquid Limit N/A Initial Dry Density (pcf) 116.8
Plastic Limit N/A Final Dry Density (pcf) 116.8
Specimen Diameter (in.) 2.42 Collapse at 800 psf 0.01%
Initial Specimen Thickness (in.) 1.00
Sample inundated with water at 800 psf pressure
Project: Public Storage Facility
Moreno Valley, CA
Client: Public Storage
Project No.: 2G-2404001
Figure No.: 4
CONSOLIDATION / SWELL / COLLAPSE TEST ASTM D2435/ASTM D5333 OFFICE: 714-279-0817 FAX : 714-279-9687
GILES ENGINEERING ASSOCIATES, INC.
-GEOTECHNICAL, ENVIRONMENTAL, AND CONSTRUCTION MATERIALS733 W. TAFT AVENUE, ORANGE, CALIFORNIA -0.010
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3523
Classification (SM) - Silty Sand
Boring No. B-15
Sample No. 3-CS Initial Moisture Content (%) 3.8
Depth (ft.) 6 ft Final Moisture Content (%) 13.5
Elevation (ft.) 1577 Natural Density (pcf) 115.4
Liquid Limit N/A Initial Dry Density (pcf) 111.2
Plastic Limit N/A Final Dry Density (pcf) 111.2
Specimen Diameter (in.) 2.42 Collapse at 800 psf 0.00%
Initial Specimen Thickness (in.) 1.00
Sample inundated with water at 800 psf pressure
Project: Public Storage Facility
Moreno Valley, CA
Client: Public Storage
Project No.: 2G-2404001
Figure No.: 5
CONSOLIDATION / SWELL / COLLAPSE TEST ASTM D2435/ASTM D5333 OFFICE: 714-279-0817 FAX : 714-279-9687
GILES ENGINEERING ASSOCIATES, INC.
-GEOTECHNICAL, ENVIRONMENTAL, AND CONSTRUCTION MATERIALS733 W. TAFT AVENUE, ORANGE, CALIFORNIA -0.010
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3524
Classification (SC) - Clayey Sand
Boring No. B-1
Sample No. 4-CS Initial Moisture Content (%) 10.0
Depth (ft.) 10 ft Final Moisture Content (%) 12.2
Elevation (ft.) 1573 Natural Density (pcf) 137.1
Liquid Limit N/A Initial Dry Density (pcf) 124.6
Plastic Limit N/A Final Dry Density (pcf) 124.6
Specimen Diameter (in.) 2.42 Collapse at 800 psf 0.02%
Initial Specimen Thickness (in.) 1.00
Sample inundated with water at 800 psf pressure
Project: Public Storage Facility
Moreno Valley, CA
Client: Public Storage
Project No.: 2G-2404001
Figure No.: 6
CONSOLIDATION / SWELL / COLLAPSE TEST ASTM D2435/ASTM D5333 OFFICE: 714-279-0817 FAX : 714-279-9687
GILES ENGINEERING ASSOCIATES, INC.
-GEOTECHNICAL, ENVIRONMENTAL, AND CONSTRUCTION MATERIALS733 W. TAFT AVENUE, ORANGE, CALIFORNIA -0.010
0.000
0.010
0.020
0.030
0.040
0.050
0.060
0.070
0.080
0.090
0.100
10 100 1000 10000 100000
CONSOLIDATION STRAIN (in/in)
VERTICAL LOAD (psf)
3525
Classification (SM) - Silty Sand
Boring No. B-13
Sample No. 4-CS Initial Moisture Content (%) 2.4
Depth (ft.) 10 ft Final Moisture Content (%) 12.3
Elevation (ft.) 1571 Natural Density (pcf) 118.8
Liquid Limit N/A Initial Dry Density (pcf) 116.0
Plastic Limit N/A Final Dry Density (pcf) 116.0
Specimen Diameter (in.) 2.42 Collapse at 800 psf 0.03%
Initial Specimen Thickness (in.) 1.00
Sample inundated with water at 800 psf pressure
Project: Public Storage Facility
Moreno Valley, CA
Client: Public Storage
Project No.: 2G-2404001
Figure No.: 7
CONSOLIDATION / SWELL / COLLAPSE TEST ASTM D2435/ASTM D5333 OFFICE: 714-279-0817 FAX : 714-279-9687
GILES ENGINEERING ASSOCIATES, INC.
-GEOTECHNICAL, ENVIRONMENTAL, AND CONSTRUCTION MATERIALS733 W. TAFT AVENUE, ORANGE, CALIFORNIA -0.010
0.000
0.010
0.020
0.030
0.040
0.050
0.060
0.070
0.080
0.090
0.100
10 100 1000 10000 100000
CONSOLIDATION STRAIN (in/in)
VERTICAL LOAD (psf)
3526
P200=18%
Dd=121.0 pcf
21 13
4 40
28 Brown, Silty Sand, fine to medium grained,
trace fine gravel, trace clay- Moist
Brown, Clayey Sand, fine to medium grained,
some coarse- Moist
Fine grained, some medium
Brown, Sandy Silt, fine Sand, some Clay,
some Mica, trace gravel- Moist
Boring Terminated at about 16.5 feet (EL.
1566.5')
1-SS
2-SS
3-SS
4-CS
5-SS 4.5
7 7
6 10
11 Water Observation Data
SS= Standard Penetration Test
CS= California Split Spoon
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B- 1
1583 feet
04/17/24
Depth (ft)
5 10
15 Elevation
1580
1575
1570
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3527
P200=3%
9 13
7 11
26 Brown, Silty Sand, fine to medium grained,
some coarse, some Mica- Moist
Brown, fine grained, some Mica- Moist
Light Brown, Sand, fine to medium grained,
some coarse grain- Moist
Light Brown, Silty Sand, fine to medium
grained, some coarse, some fine gravelMoist
Dark Brown, Sandy Silt, fine Sand, trace
medium Sand, trace Clay, some Mica- Moist
Boring Terminated at about 16.5 feet (EL.
1565.5')
1-SS
2-SS
3-SS
4-SS
5-SS
1.5 3.75
8 7
3 3
12 Water Observation Data
SS= Standard Penetration Test
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B- 2
1582 feet
04/17/24
Depth (ft)
5 10
15 Elevation
1580
1575
1570
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3528
2 4
4 7
13 Brown, Sandy Silt, fine Sand, some medium,
trace Clay, some Mica- Moist
Brown, Silty Sand, fine to medium grained,
trace Clay- Moist
Orange, Browm, fine to medium grained,
some coarse
Trace Gravel
Yellowish Brown, fine to medium grained,
some Mica
Boring Terminated at about 16.5 feet (EL.
1565.5')
1-SS
2-SS
3-SS
4-SS
5-SS
15 14
11 12
16 Water Observation Data
SS= Standard Penetration Test
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B- 3
1582 feet
04/17/24
Depth (ft)
5 10
15 Elevation
1580
1575
1570
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3529
P200=5%
Dd=103.4 pcf
3 7
17 18
25 Orange, Brown, Silty Sand, fine to medium
grained, trace Clay- Moist
Light Brown, poorly-graded Sand, fine to
medium grained, some coarse, trace GravelMoist
Brownish Gray, fine to coarse grained, some
Silt, some fine Gravel- Moist
Brown, Sandy Silt, fine Sand, some MicaMoist
Some Clay- Moist
Boring Terminated at about 16.5 feet (EL.
1563.5')
1-SS
2-SS
3-CS
4-SS
5-SS
1.5 2.25
16 11
5 19
21 Water Observation Data
SS= Standard Penetration Test
CS= California Split Spoon
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B- 4
1580 feet
04/17/24
Depth (ft)
5 10
15 Elevation
1575
1570
1565
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3530
4 5
7 19
17 17
Brown, Silty Sand, fine to medium grained,
trace fine Gravel and Clay- Moist
Light Brown
Orange Brown, some Clay, fine to medium
grained
Yellowish Brown, poorly graded sand with
Silt, some coarse grained, trace fine Gravelslightly Moist Brown, Clayey Silt, some fine Sand, some
Mica- Moist
Yellowish Brown, Sandy Clay, some Silt, fine
Sand, some Mica- Moist
Boring Terminated at about 20 feet (EL.
1559')
1-SS
2-SS
3-SS
4-SS
5-SS
6-SS
4.0 2.5
8 6
7 3
13 11
Water Observation Data
SS= Standard Penetration Test
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B- 5
1579 feet
04/17/24
Depth (ft)
5 10
15 20 Elevation
1575
1570
1565
1560
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3531
Dd=104.3 pcf
7 8
8 9
25 Brown, Silty Sand, fine to medium grained,
some coarse, trace Clay- Moist
Light Brown
Orange Brown, fine to medium grained, some
coarse grained, trace fine Gravel
Light Brown, trace fine Gravel- slightly Moist
Brown, Sandy Silt, fine Sand, some Clay,
some Mica- Moist
Boring Terminated at about 16.5 feet (EL.
1563.5')
1-SS
2-CS
3-SS
4-SS
5-SS 2.0
7 4
6 4
13 Water Observation Data
SS= Standard Penetration Test
CS= California Split Spoon
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B- 6
1580 feet
04/17/24
Depth (ft)
5 10
15 Elevation
1575
1570
1565
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3532
2 4
9 25
28 Brown, Silty Sand, fine to medium grained,
some coarse, trace fine Gravel, some MicaMoist
Light Brown
Light Brown, Sandy Silt, fine Sand, trace fine
Gravel, some Mica- Moist
Some Clay
Brown, Sandy Clay, some Silt, fine Sand,
some Mica- Moist
Boring Terminated at about 16.5 feet (EL.
1564.5')
1-SS
2-SS
3-SS
4-SS
5-SS
1.0 2.5
4.5 9
5 7
9 13
Water Observation Data
SS= Standard Penetration Test
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B- 7
1581 feet
04/17/24
Depth (ft)
5 10
15 Elevation
1580
1575
1570
1565
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3533
8 6
14 12
58 20
18 22
31 Brown, Silty Sand, fine to medium grained,
some coarse, some Mica, trace Clay- very
Moist
Orange Brown
More coarse grained, trace fine Gravel
Brown, Sandy Silt, fine Sand, trace fine
Gravel, some Mica- Moist
Yellowish Brown, Sandy Clay, fine Sand,
some Mica- Moist
Yellowish Brown, Silty Sand, fine to medium
grained, trace coarse- slightly Moist
Light Brown, Sandy Silt, fine Sand, some
Mica, weakly cemented- Moist
Olive Brown, Lean Clay, trace fine Sand,
trace Silt, moderately plastic- very Moist
1-SS
2-SS
3-SS
4-SS
5-SS
6-SS
7-SS
8-SS
9-SS
4.5 1.0
9 7
5 5
9 13
4 10
23 Water Observation Data
SS= Standard Penetration Test
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling: 36 ft.
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B- 8
1583 feet
04/17/24
Depth (ft)
5 10
15 20
25 30
35 40 Elevation
1580
1575
1570
1565
1560
1555
1550
1545
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 3534
P200=16%
P200=51%
23 22
32 Light Brown, Clayey Sand, fine to medium
grained, trace coarse- very Moist
Brown, Lean Clay, trace fine Sand, trace Silt,
moderately plastic- Very Moist
Brown, Sandy Clay, fine Sand, some medium
grained- very Moist
Boring Terminated at about 50 feet (EL.
1533')
10-SS
11-SS
12-SS
4.0 3.25
12 19
14 Water Observation Data
SS= Standard Penetration Test
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling: 36 ft.
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B- 8
1583 feet
04/17/24
Depth (ft)
45 50 Elevation
1540
1535
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 3535
4 6
13 22
21 Orange Brown, Silty Sand, fine to medium
grained- Moist
Light Brown, fine to medium grained, trace
coarse, trace fine Gravel
More coarse grained
Brownish Gray, poorly graded Sand withSilt,
fine to medium grained, some coarse, trace
fine Gravel- slightly Moist
Brown, Sandy Clay, fine Sand, trace Calcium
Carbonate- Moist
Boring Terminated at about 16.5 feet (EL.
1563.5')
1-SS
2-SS
3-SS
4-SS
5-SS >4.5
7 6
4 4
12 Water Observation Data
SS= Standard Penetration Test
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B- 9
1580 feet
04/17/24
Depth (ft)
5 10
15 Elevation
1575
1570
1565
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3536
P200=4%
3 6
10 16
Brown, Silty Sand, fine to medium grained,
trace coarse, trace Clay- Moist
More fine Gravel
Light Brown, fine to medium grained, some
coarse grained, trace fine Gravel
Light Brown, poorly graded Sand, some Silt,
fine to medium grained, some coarse- slightly
Moist
Boring Terminated at about 10 feet (EL.
1569')
1-SS
2-SS
3-SS
4-SS
7 6
5 Water Observation Data
SS= Standard Penetration Test
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B-10
1579 feet
04/17/24
Depth (ft)
5 10 Elevation
1575
1570
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3537
13 3
4 6
Brown, Sandy Silt, fine Sand, trace medium
Sand, some Mica, weakly cemented, fine
Gravel- Moist (Possible Fill)
Brown, Sandy Silt, fine Sand, trace fine
Gravel, trace Clay- Moist (Native)
Light Brown, Silty Sand, fine to medium
grained, trace coarse- Moist
Boring Terminated at about 11.5 feet (EL.
1570.5')
1-SS
2-SS
3-SS
4-SS
3.0 10
9 8
5 Water Observation Data
SS= Standard Penetration Test
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B-11
1582 feet
04/17/24
Depth (ft)
5 10 Elevation
1580
1575
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3538
P200=3%
7 2
5 4
Dark Brown, Sandy Silt, fine Sand, some
medium- Moist
Brown, Silty Sand, fine grained, trace
medium, some Mica- Moist
Yellow, Brown, poorly graded Sand, some
Silt, fine to medium grained, some coarseMoist
Boring Terminated at about 10 feet (EL.
1572')
1-SS
2-SS
3-SS
4-SS
1.25 10
10 7
3 Water Observation Data
SS= Standard Penetration Test
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B-12
1582 feet
04/17/24
Depth (ft)
5 10 Elevation
1580
1575
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3539
Dd=112.5 pcf
41 2
21 18
Brown, Sandy Silt, fine to medium Sand,
trace fine Gravel- Moist (Possible Fill)
Brown, Sandy Silt, some Clay, fine Sand,
some Mica- Moist (Native)
Light Brown, Silty Sand, fine to medium
grained, some coarse (No Recovery)
Yellow, Brown, fine to medium grained, some
coarse, some fine Gravel- slightly Moist
Boring Terminated at about 16.5 feet (EL.
1564.5')
1-SS
2-SS
4-SS
5-SS
2.5 1.25
7 10
2 Water Observation Data
SS= Standard Penetration Test
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B-13
1581 feet
04/17/24
Depth (ft)
5 10
15 Elevation
1580
1575
1570
1565
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3540
15 8
N/A
9 37
Dark Brown, Silty Sand, fine to medium
grained, some coarse, trace Clay, some
Mica- Moist (Possible Fill)
Brown, Silty Sand, fine to medium grained,
some coarse, some Clay- Moist
No Recovery
Light Brown- slightly Moist
Brown, Sandy Silt, fine Sand, some Mica,
trace Clay- Moist
Boring Terminated at about 16.5 feet (EL.
1566.5')
1-SS
2-CS
3-SS
4-SS
5-SS 2.0
3 9
3 15
Water Observation Data
SS= Standard Penetration Test
CS= California Split Spoon
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B-14
1583 feet
04/17/24
Depth (ft)
5 10
15 Elevation
1580
1575
1570
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3541
Dd=115.6 pcf
6 4
11 7
31 Dark Brown, Sandy Silt, fine Sand, trace fine
Gravel, some mica- Moist (Possible Fill)
Brown, Sandy Silt, fine Sand -Moist (Native)
Light Brown, Silty Sand, fine grained, trace
Clay, fine Gravel- Moist
Yellow Brown, fine to medium grained, some
coarse- slightly Moist
Brown, Sandy Clay, fine Sand, weakly
cemented- Moist
Boring Terminated at about 16.5 feet (EL.
1566.5')
1-SS
2-SS
3-CS
4-SS
5-SS
1.0 2.75
10 5
4 3
9 Water Observation Data
SS= Standard Penetration Test
CS= California Split Spoon
Drilling Equipment used: Hollow stem auger; 8-in diameter Elevations based on Google Earth
PROJECT NO: 2G-2404001
PUBLIC STORAGE FACILITY
Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between test borings. Location of test boring is shown on the Boring Location Plan.
BORING NO. & LOCATION:
SURFACE ELEVATION:
COMPLETION DATE:
FIELD REP:
NOTES
Water Encountered During Drilling:
Cave Depth After __ Hours: __ ft.
DOUGLAS CALLEJAS
N
NEQ OF INDIAN STREET & ALESSANDRO
BOULEVARD
MORENO VALLEY, CALIFORNIA
GILES ENGINEERING
ASSOCIATES, INC.
B-15
1583 feet
04/17/24
Depth (ft)
5 10
15 Elevation
1580
1575
1570
MATERIAL DESCRIPTION
SampleNo. & Type
Qu
(tsf)
Qp
(tsf)
Qs
(tsf)
W
(%)
PID
Water Level At End of Drilling:
Cave Depth At End of Drilling:
Water Level After __ Hours: __ ft.
Remarks:
TEST BORING LOG GILES LOG REPORT 2G-2404001.GPJ GILES.GDT 5/23/24 None
3542
B-8 (A)
8.0 (B)
100.0 (C ) Hammer Type Range 1 Recommend2
36.0 (D) Safety 42% - 72% 60%35.0 (E) Donut 30% - 60% 50%
0.0 (F) Automatic-Trip 48% - 78% 80%
120 (G)
81.5 (H)
No (I)
12 (J) 0.0
0.737 (K)
7.38 (L)
1.3 (M)
2% in 50 yrs
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23) (31) (32) (33) (34) (35) (36) (37) (38) Restricted Tokimatsu
Interval Total Field Estimated Estimated Relative Relative Interval Field Design Field Design Effective Hammer Borehole Rod Sampling Energy Cyclic Bottom Interval Unit SPT Fines Plasticity Density Density Bottom Interval Effective Total Total Effective Effective Overburden Energy Diameter Length Method Correction No Fines Clean Factor of Stress Volumetric Seismic Volumetric Seismic Depth Soil Weight N Value Content Index Dr Dr Elevation Thickness Unit Overburden Overburden Overburden Overburden Correction Correction Correction Correction Correction Only Correction Sand Safety Liquefaction Ratio Strain Settlement Strain Settlement (ft) Type (pcf) Nm FC (%) (%) (%) (%) (ft) (ft) Weight (pcf) (tsf) (tsf) (tsf) (tsf) CN CE CB CR CS N60 (N1)60 (N1)60cs FS Susceptibility Comments CSR7.5 (%) (inches) (%) (inches) Feet 0 0 0.000 0 0.000
0.5 120 8 59 59 99.5 0.5 57.6 0.03 0.03 0.03 0.03 1.7 1.36 1.15 0.75 1.15 11 18 18 0.47 NO Above GWT 0.46 0.000 0.000 0.000 0.000 99.5 1 120 8 59 59 99.0 0.5 57.6 0.060 0.060 0.060 0.060 1.70 1.36 1.15 0.75 1.15 11 18 18 0.47 NO Above GWT 0.459 0.000 0.000 0.000 0.000 99.0
1.5 120 8 59 59 98.5 0.5 57.6 0.090 0.090 0.090 0.090 1.70 1.36 1.15 0.75 1.15 11 18 18 0.47 NO Above GWT 0.458 0.000 0.000 0.000 0.000 98.5 2 120 8 59 59 98.0 0.5 57.6 0.120 0.120 0.120 0.120 1.68 1.36 1.15 0.75 1.15 11 18 18 0.47 NO Above GWT 0.458 0.000 0.000 0.000 0.000 98.0
2.5 120 8 58 58 97.5 0.5 57.6 0.15 0.15 0.15 0.15 1.64 1.36 1.15 0.75 1.15 11 18 18 0.46 NO Above GWT 0.46 0.000 0.000 0.000 0.000 97.5 3 120 8 58 58 97.0 0.5 57.6 0.180 0.180 0.180 0.180 1.61 1.36 1.15 0.75 1.15 11 17 17 0.44 NO Above GWT 0.457 0.000 0.000 0.000 0.000 97.0
3.5 120 8 57 57 96.5 0.5 57.6 0.210 0.210 0.210 0.210 1.57 1.36 1.15 0.75 1.15 11 17 17 0.43 NO Above GWT 0.456 0.000 0.000 0.000 0.000 96.5 4 120 6 13 53 53 96.0 0.5 57.6 0.240 0.240 0.240 0.240 1.54 1.36 1.15 0.75 1.15 8 12 15 0.38 NO Above GWT 0.456 0.000 0.000 0.000 0.000 96.0
4.5 120 6 13 53 53 95.5 0.5 57.6 0.270 0.270 0.270 0.270 1.51 1.36 1.15 0.75 1.15 8 12 15 0.37 NO Above GWT 0.455 0.000 0.000 0.000 0.000 95.5 5 120 6 13 52 52 95.0 0.5 57.6 0.300 0.300 0.300 0.300 1.48 1.36 1.15 0.75 1.15 8 12 14 0.37 NO Above GWT 0.454 0.000 0.000 0.000 0.000 95.0
5.5 120 6 13 52 52 94.5 0.5 57.6 0.330 0.330 0.330 0.330 1.46 1.36 1.15 0.75 1.15 8 12 14 0.36 NO Above GWT 0.454 0.000 0.000 0.000 0.000 94.5 6 120 6 13 52 52 94.0 0.5 57.6 0.360 0.360 0.360 0.360 1.43 1.36 1.15 0.75 1.15 8 12 14 0.36 NO Above GWT 0.453 0.000 0.000 0.000 0.000 94.0
6.5 120 14 13 75 75 93.5 0.5 57.6 0.390 0.390 0.390 0.390 1.40 1.36 1.15 0.75 1.15 19 26 29 3.71 NO Large factor of safety 0.453 0.000 0.000 0.000 0.000 93.5 7 120 14 71 71 93.0 0.5 57.6 0.420 0.420 0.420 0.420 1.38 1.36 1.15 0.75 1.15 19 26 26 0.97 NO Above GWT 0.452 0.000 0.000 0.000 0.000 93.0
7.5 120 14 70 70 92.5 0.5 57.6 0.450 0.450 0.450 0.450 1.35 1.36 1.15 0.75 1.15 19 26 26 0.90 NO Above GWT 0.452 0.000 0.000 0.000 0.000 92.5 8 120 14 69 69 92.0 0.5 57.6 0.480 0.480 0.480 0.480 1.33 1.36 1.15 0.75 1.15 19 25 25 0.85 NO Above GWT 0.451 0.000 0.000 0.000 0.000 92.0
8.5 120 14 69 69 91.5 0.5 57.6 0.510 0.510 0.510 0.510 1.31 1.36 1.15 0.75 1.15 19 25 25 0.81 NO Above GWT 0.451 0.000 0.000 0.000 0.000 91.5 9 120 14 68 68 91.0 0.5 57.6 0.540 0.540 0.540 0.540 1.29 1.36 1.15 0.75 1.15 19 24 24 0.78 NO Above GWT 0.450 0.000 0.000 0.000 0.000 91.0
9.5 120 14 68 68 90.5 0.5 57.6 0.570 0.570 0.570 0.570 1.27 1.36 1.15 0.75 1.15 19 24 24 0.75 NO Above GWT 0.450 0.000 0.000 0.000 0.000 90.5 10 120 14 69 69 90.0 0.5 57.6 0.600 0.600 0.600 0.600 1.25 1.36 1.15 0.80 1.15 19 25 25 0.85 NO Above GWT 0.449 0.000 0.000 0.000 0.000 90.0
10.5 120 12 7 64 64 89.5 0.5 57.6 0.630 0.630 0.630 0.630 1.23 1.36 1.15 0.80 1.15 16 21 21 0.60 NO Above GWT 0.449 0.000 0.000 0.000 0.000 89.5 11 120 12 7 64 64 89.0 0.5 57.6 0.660 0.660 0.660 0.660 1.21 1.36 1.15 0.80 1.15 16 21 21 0.59 NO Above GWT 0.448 0.000 0.000 0.000 0.000 89.0
11.5 120 12 7 63 63 88.5 0.5 57.6 0.690 0.690 0.690 0.690 1.19 1.36 1.15 0.80 1.15 16 20 21 0.58 NO Above GWT 0.448 0.000 0.000 0.000 0.000 88.5 12 120 12 7 63 63 88.0 0.5 57.6 0.720 0.720 0.720 0.720 1.17 1.36 1.15 0.80 1.15 16 20 20 0.56 NO Above GWT 0.447 0.000 0.000 0.000 0.000 88.0
12.5 120 12 7 62 62 87.5 0.5 57.6 0.750 0.750 0.750 0.750 1.15 1.36 1.15 0.80 1.15 16 20 20 0.55 NO Above GWT 0.446 0.000 0.000 0.000 0.000 87.5 13 120 12 7 62 62 87.0 0.5 57.6 0.780 0.780 0.780 0.780 1.14 1.36 1.15 0.80 1.15 16 20 20 0.54 NO Above GWT 0.446 0.000 0.000 0.000 0.000 87.0
13.5 120 12 7 63 63 86.5 0.5 57.6 0.810 0.810 0.810 0.810 1.12 1.36 1.15 0.85 1.15 16 21 21 0.58 NO Above GWT 0.445 0.000 0.000 0.000 0.000 86.5 14 120 12 7 63 63 86.0 0.5 57.6 0.840 0.840 0.840 0.840 1.10 1.36 1.15 0.85 1.15 16 20 21 0.57 NO Above GWT 0.445 0.000 0.000 0.000 0.000 86.0
14.5 120 12 7 62 62 85.5 0.5 57.6 0.870 0.870 0.870 0.870 1.09 1.36 1.15 0.85 1.15 16 20 20 0.56 NO Above GWT 0.444 0.000 0.000 0.000 0.000 85.5 15 120 12 7 62 62 85.0 0.5 57.6 0.900 0.900 0.900 0.900 1.07 1.36 1.15 0.85 1.15 16 20 20 0.55 NO Above GWT 0.444 0.000 0.000 0.000 0.000 85.0
15.5 120 58 134 100 84.5 0.5 57.6 0.930 0.930 0.930 0.930 1.06 1.36 1.15 0.85 1.15 79 94 94 >4 NO Large factor of safety 0.443 0.000 0.000 0.000 0.000 84.5 16 120 58 133 100 84.0 0.5 57.6 0.960 0.960 0.960 0.960 1.04 1.36 1.15 0.85 1.15 79 92 92 >4 NO Large factor of safety 0.443 0.000 0.000 0.000 0.000 84.0
16.5 120 58 132 100 83.5 0.5 57.6 0.990 0.990 0.990 0.990 1.03 1.36 1.15 0.85 1.15 79 91 91 >4 NO Large factor of safety 0.442 0.000 0.000 0.000 0.000 83.5 17 120 58 132 100 83.0 0.5 57.6 1.020 1.020 1.020 1.020 1.02 1.36 1.15 0.85 1.15 79 90 90 >4 NO Large factor of safety 0.442 0.000 0.000 0.000 0.000 83.0
17.5 120 58 131 100 82.5 0.5 57.6 1.050 1.050 1.050 1.050 1.00 1.36 1.15 0.85 1.15 79 89 89 >4 NO Large factor of safety 0.441 0.000 0.000 0.000 0.000 82.5 18 120 58 130 100 82.0 0.5 57.6 1.080 1.080 1.080 1.080 0.99 1.36 1.15 0.85 1.15 79 88 88 >4 NO Large factor of safety 0.441 0.000 0.000 0.000 0.000 82.0
18.5 120 58 129 100 81.5 0.5 57.6 1.110 1.110 1.110 1.110 0.98 1.36 1.15 0.85 1.15 79 87 87 >4 NO Large factor of safety 0.440 0.000 0.000 0.000 0.000 81.5 19 120 58 128 100 81.0 0.5 57.6 1.140 1.140 1.140 1.140 0.97 1.36 1.15 0.85 1.15 79 86 86 >4 NO Large factor of safety 0.439 0.000 0.000 0.000 0.000 81.0
19.5 120 58 127 100 80.5 0.5 57.6 1.170 1.170 1.170 1.170 0.95 1.36 1.15 0.85 1.15 79 85 85 >4 NO Large factor of safety 0.439 0.000 0.000 0.000 0.000 80.5 20 120 58 134 100 80.0 0.5 57.6 1.200 1.200 1.200 1.200 0.94 1.36 1.15 0.95 1.15 79 93 93 >4 NO Large factor of safety 0.438 0.000 0.000 0.000 0.000 80.0
20.5 120 20 78 78 79.5 0.5 57.6 1.230 1.230 1.230 1.230 0.93 1.36 1.15 0.95 1.15 27 32 32 >4 NO Large factor of safety 0.438 0.000 0.000 0.000 0.000 79.5 21 120 20 78 78 79.0 0.5 57.6 1.260 1.260 1.260 1.260 0.92 1.36 1.15 0.95 1.15 27 31 31 >4 NO Large factor of safety 0.437 0.000 0.000 0.000 0.000 79.0
21.5 120 20 77 77 78.5 0.5 57.6 1.290 1.290 1.290 1.290 0.91 1.36 1.15 0.95 1.15 27 31 31 >4 NO Large factor of safety 0.437 0.000 0.000 0.000 0.000 78.5 22 120 20 77 77 78.0 0.5 57.6 1.320 1.320 1.320 1.320 0.90 1.36 1.15 0.95 1.15 27 31 31 >4 NO Large factor of safety 0.436 0.000 0.000 0.000 0.000 78.0
22.5 120 20 76 76 77.5 0.5 57.6 1.350 1.350 1.350 1.350 0.89 1.36 1.15 0.95 1.15 27 30 30 >4 NO Large factor of safety 0.436 0.000 0.000 0.000 0.000 77.5 23 120 20 76 76 77.0 0.5 57.6 1.380 1.380 1.380 1.380 0.88 1.36 1.15 0.95 1.15 27 30 30 >4 NO Large factor of safety 0.435 0.000 0.000 0.000 0.000 77.0
23.5 120 20 76 76 76.5 0.5 57.6 1.410 1.410 1.410 1.410 0.87 1.36 1.15 0.95 1.15 27 30 30 >4 NO Large factor of safety 0.435 0.000 0.000 0.000 0.000 76.5 24 120 20 75 75 76.0 0.5 57.6 1.440 1.440 1.440 1.440 0.86 1.36 1.15 0.95 1.15 27 29 29 3.88 NO Large factor of safety 0.434 0.000 0.000 0.000 0.000 76.0
24.5 120 20 75 75 75.5 0.5 57.6 1.470 1.470 1.470 1.470 0.85 1.36 1.15 0.95 1.15 27 29 29 2.79 NO Large factor of safety 0.434 0.000 0.000 0.000 0.000 75.5 25 120 20 74 74 75.0 0.5 57.6 1.500 1.500 1.500 1.500 0.84 1.36 1.15 0.95 1.15 27 29 29 2.24 NO Large factor of safety 0.433 0.000 0.000 0.000 0.000 75.0
25.5 120 18 70 70 74.5 0.5 57.6 1.530 1.530 1.530 1.530 0.83 1.36 1.15 0.95 1.15 24 26 26 0.95 NO Above GWT 0.433 0.000 0.000 0.000 0.000 74.5 26 120 18 70 70 74.0 0.5 57.6 1.560 1.560 1.560 1.560 0.82 1.36 1.15 0.95 1.15 24 25 25 0.91 NO Above GWT 0.432 0.000 0.000 0.000 0.000 74.0
26.5 120 18 69 69 73.5 0.5 57.6 1.590 1.590 1.590 1.590 0.81 1.36 1.15 0.95 1.15 24 25 25 0.88 NO Above GWT 0.431 0.000 0.000 0.000 0.000 73.5 27 120 18 69 69 73.0 0.5 57.6 1.620 1.620 1.620 1.620 0.81 1.36 1.15 0.95 1.15 24 25 25 0.86 NO Above GWT 0.431 0.000 0.000 0.000 0.000 73.0
27.5 120 18 69 69 72.5 0.5 57.6 1.650 1.650 1.650 1.650 0.80 1.36 1.15 0.95 1.15 24 24 24 0.83 NO Above GWT 0.430 0.000 0.000 0.000 0.000 72.5 28 120 18 68 68 72.0 0.5 57.6 1.680 1.680 1.680 1.680 0.79 1.36 1.15 0.95 1.15 24 24 24 0.81 NO Above GWT 0.430 0.000 0.000 0.000 0.000 72.0
28.5 120 18 68 68 71.5 0.5 57.6 1.710 1.710 1.710 1.710 0.78 1.36 1.15 0.95 1.15 24 24 24 0.79 NO Above GWT 0.429 0.000 0.000 0.000 0.000 71.5 29 120 18 68 68 71.0 0.5 57.6 1.740 1.740 1.740 1.740 0.77 1.36 1.15 0.95 1.15 24 24 24 0.77 NO Above GWT 0.429 0.000 0.000 0.000 0.000 71.0
29.5 120 18 67 67 70.5 0.5 57.6 1.770 1.770 1.770 1.770 0.77 1.36 1.15 0.95 1.15 24 24 24 0.76 NO Above GWT 0.428 0.000 0.000 0.000 0.000 70.5 30 120 18 67 67 70.0 0.5 57.6 1.800 1.800 1.800 1.800 0.76 1.36 1.15 0.95 1.15 24 23 23 0.74 NO Above GWT 0.428 0.000 0.000 0.000 0.000 70.0
30.5 120 22 74 74 69.5 0.5 57.6 1.830 1.830 1.830 1.830 0.75 1.36 1.15 0.95 1.15 30 28 28 1.78 NO Large factor of safety 0.426 0.000 0.000 0.000 0.000 69.5 31 120 22 73 73 69.0 0.5 57.6 1.860 1.860 1.860 1.860 0.74 1.36 1.15 0.95 1.15 30 28 28 1.61 NO Large factor of safety 0.424 0.000 0.000 0.000 0.000 69.0
31.5 120 22 73 73 68.5 0.5 57.6 1.890 1.890 1.890 1.890 0.74 1.36 1.15 0.95 1.15 30 28 28 1.49 NO Large factor of safety 0.422 0.000 0.000 0.000 0.000 68.5 32 120 22 73 73 68.0 0.5 57.6 1.920 1.920 1.920 1.920 0.73 1.36 1.15 0.95 1.15 30 27 27 1.39 NO Large factor of safety 0.420 0.000 0.000 0.000 0.000 68.0
32.5 120 22 72 72 67.5 0.5 57.6 1.950 1.950 1.950 1.950 0.72 1.36 1.15 0.95 1.15 30 27 27 1.31 NO Large factor of safety 0.418 0.000 0.000 0.000 0.000 67.5 33 120 22 74 74 67.0 0.5 57.6 1.980 1.980 1.980 1.980 0.72 1.36 1.15 1.00 1.15 30 28 28 1.91 NO Large factor of safety 0.416 0.000 0.000 0.000 0.000 67.0
33.5 120 22 73 73 66.5 0.5 57.6 2.010 2.010 2.010 2.010 0.71 1.36 1.15 1.00 1.15 30 28 28 1.73 NO Large factor of safety 0.414 0.000 0.000 0.000 0.000 66.5 34 120 22 73 73 66.0 0.5 57.6 2.040 2.040 2.040 2.040 0.70 1.36 1.15 1.00 1.15 30 28 28 1.59 NO Large factor of safety 0.413 0.000 0.000 0.000 0.000 66.0
34.5 120 22 73 73 65.5 0.5 57.6 2.070 2.070 2.070 2.070 0.70 1.36 1.15 1.00 1.15 30 28 28 1.48 NO Large factor of safety 0.411 0.000 0.000 0.000 0.000 65.5 35 120 22 72 72 65.0 0.5 57.6 2.100 2.100 2.100 2.100 0.69 1.36 1.15 1.00 1.15 30 27 27 1.39 NO Large factor of safety 0.409 0.198 0.012 0.000 0.000 65.0
35.5 120 31 86 86 64.5 0.5 57.6 2.130 2.130 2.130 2.114 0.68 1.36 1.15 1.00 1.15 42 38 38 >4 NO Large factor of safety 0.410 0.000 0.000 0.000 0.000 64.5 36 120 31 85 85 64.0 0.5 57.6 2.160 2.160 2.160 2.129 0.68 1.36 1.15 1.00 1.15 42 38 38 >4 NO Large factor of safety 0.411 0.000 0.000 0.000 0.000 64.0
36.5 120 31 85 85 63.5 0.5 57.6 2.190 2.190 2.174 2.143 0.68 1.36 1.15 1.00 1.15 42 38 38 >4 NO Large factor of safety 0.412 0.000 0.000 0.000 0.000 63.5 37 120 31 85 85 63.0 0.5 57.6 2.220 2.220 2.189 2.158 0.67 1.36 1.15 1.00 1.15 42 37 37 >4 NO Large factor of safety 0.413 0.000 0.000 0.000 0.000 63.0
37.5 120 31 85 85 62.5 0.5 57.6 2.250 2.250 2.203 2.172 0.67 1.36 1.15 1.00 1.15 42 37 37 >4 NO Large factor of safety 0.414 0.000 0.000 0.000 0.000 62.5 38 120 31 85 85 62.0 0.5 57.6 2.280 2.280 2.218 2.186 0.67 1.36 1.15 1.00 1.15 42 37 37 >4 NO Large factor of safety 0.415 0.000 0.000 0.000 0.000 62.0
38.5 120 31 84 84 61.5 0.5 57.6 2.310 2.310 2.232 2.201 0.66 1.36 1.15 1.00 1.15 42 37 37 >4 NO Large factor of safety 0.415 0.000 0.000 0.000 0.000 61.5 39 120 31 84 84 61.0 0.5 57.6 2.340 2.340 2.246 2.215 0.66 1.36 1.15 1.00 1.15 42 37 37 >4 NO Large factor of safety 0.416 0.000 0.000 0.000 0.000 61.0
39.5 120 31 84 84 60.5 0.5 57.6 2.370 2.370 2.261 2.230 0.66 1.36 1.15 1.00 1.15 42 37 37 >4 NO Large factor of safety 0.417 0.000 0.000 0.000 0.000 60.5 40 120 31 84 84 60.0 0.5 57.6 2.400 2.400 2.275 2.244 0.66 1.36 1.15 1.00 1.15 42 37 37 >4 NO Large factor of safety 0.417 0.000 0.000 0.000 0.000 60.0
40.5 120 23 16 78 78 59.5 0.5 57.6 2.430 2.430 2.290 2.258 0.65 1.36 1.15 1.00 1.15 31 27 31 >4 NO Large factor of safety 0.418 0.000 0.000 0.000 0.000 59.5 41 120 23 16 77 77 59.0 0.5 57.6 2.460 2.460 2.304 2.273 0.65 1.36 1.15 1.00 1.15 31 27 31 >4 NO Large factor of safety 0.418 0.000 0.000 0.000 0.000 59.0
41.5 120 23 16 77 77 58.5 0.5 57.6 2.490 2.490 2.318 2.287 0.65 1.36 1.15 1.00 1.15 31 27 31 >4 NO Large factor of safety 0.419 0.000 0.000 0.000 0.000 58.5 42 120 23 16 77 77 58.0 0.5 57.6 2.520 2.520 2.333 2.302 0.65 1.36 1.15 1.00 1.15 31 27 31 >4 NO Large factor of safety 0.419 0.000 0.000 0.000 0.000 58.0
42.5 120 23 16 77 77 57.5 0.5 57.6 2.550 2.550 2.347 2.316 0.64 1.36 1.15 1.00 1.15 31 27 31 >4 NO Large factor of safety 0.419 0.000 0.000 0.000 0.000 57.5 43 120 23 16 77 77 57.0 0.5 57.6 2.580 2.580 2.362 2.330 0.64 1.36 1.15 1.00 1.15 31 26 31 >4 NO Large factor of safety 0.420 0.000 0.000 0.000 0.000 57.0
43.5 120 23 16 77 77 56.5 0.5 57.6 2.610 2.610 2.376 2.345 0.64 1.36 1.15 1.00 1.15 31 26 31 >4 NO Large factor of safety 0.420 0.000 0.000 0.000 0.000 56.5 44 120 23 16 77 77 56.0 0.5 57.6 2.640 2.640 2.390 2.359 0.64 1.36 1.15 1.00 1.15 31 26 30 >4 NO Large factor of safety 0.420 0.000 0.000 0.000 0.000 56.0
44.5 120 23 16 76 76 55.5 0.5 57.6 2.670 2.670 2.405 2.374 0.63 1.36 1.15 1.00 1.15 31 26 30 >4 NO Large factor of safety 0.420 0.000 0.000 0.000 0.000 55.5 45 120 23 16 76 76 55.0 0.5 57.6 2.700 2.700 2.419 2.388 0.63 1.36 1.15 1.00 1.15 31 26 30 >4 NO Large factor of safety 0.420 0.000 0.000 0.000 0.000 55.0
45.5 120 22 51 19 82 82 54.5 0.5 57.6 2.730 2.730 2.434 2.402 0.63 1.36 1.15 1.00 1.15 30 25 35 >4 NO Large factor of safety 0.420 0.000 0.000 0.000 0.000 54.5 46 120 22 51 19 82 82 54.0 0.5 57.6 2.760 2.760 2.448 2.417 0.63 1.36 1.15 1.00 1.15 30 25 35 >4 NO Large factor of safety 0.420 0.000 0.000 0.000 0.000 54.0
46.5 120 22 51 19 82 82 53.5 0.5 57.6 2.790 2.790 2.462 2.431 0.62 1.36 1.15 1.00 1.15 30 25 35 >4 NO Large factor of safety 0.420 0.000 0.000 0.000 0.000 53.5 47 120 22 51 19 81 81 53.0 0.5 57.6 2.820 2.820 2.477 2.446 0.62 1.36 1.15 1.00 1.15 30 25 34 >4 NO Large factor of safety 0.420 0.000 0.000 0.000 0.000 53.0
47.5 120 22 51 19 81 81 52.5 0.5 57.6 2.850 2.850 2.491 2.460 0.62 1.36 1.15 1.00 1.15 30 24 34 >4 NO Large factor of safety 0.420 0.000 0.000 0.000 0.000 52.5 48 120 22 51 19 81 81 52.0 0.5 57.6 2.880 2.880 2.506 2.474 0.62 1.36 1.15 1.00 1.15 30 24 34 >4 NO Large factor of safety 0.419 0.000 0.000 0.000 0.000 52.0
48.5 120 22 51 19 81 81 51.5 0.5 57.6 2.910 2.910 2.520 2.489 0.61 1.36 1.15 1.00 1.15 30 24 34 >4 NO Large factor of safety 0.419 0.000 0.000 0.000 0.000 51.5 49 120 22 51 19 81 81 51.0 0.5 57.6 2.940 2.940 2.534 2.503 0.61 1.36 1.15 1.00 1.15 30 24 34 >4 NO Large factor of safety 0.419 0.000 0.000 0.000 0.000 51.0
49.5 120 22 51 19 81 81 50.5 0.5 57.6 2.970 2.970 2.549 2.518 0.61 1.36 1.15 1.00 1.15 30 24 34 >4 NO Large factor of safety 0.418 0.000 0.000 0.000 0.000 50.5 50 120 22 51 19 81 81 50.0 0.5 57.6 3.000 3.000 2.563 2.532 0.61 1.36 1.15 1.00 1.15 30 24 34 >4 NO Large factor of safety 0.418 0.000 0.000 0.000 0.000 50.0 Design fill/cut, H (ft): {Positive for fill, negative for cut}SPT hammer energy ratio (ER): {Enter percentage}Soil boring number:Approximate borehole diameter (inch):Soil boring ground surface elevation (ft):
Hammer Energy Ratios
Groundwater depth during field exploration (ft):Design groundwater depth (ft):Risk Level Total Settlement
Project name (number):Engineer:Date:
2G-2404001_PS - Moreno ValleyWL05/22/24
Reviewer:
Elevation
Unit weight of fill/cut material (pcf):Factor of safety criterion: {1.0 or higher} 2) for good-quality equipment and procedures 1) after recommendations by NCEER, 1997 Liner used in sampler? {Yes or No} conforming to ASTM D-1686.
Tokimatsu & Seed (1987)
Plasticity index cutoff value for liquefaction (%)
Ishihara & Yoshimine (1992)
Design earthquake magnitude (Mw):
Peak horizontal ground acceleration (amax/g):
PLATE A-1
3543
File No.: 2G-2404001
Project: PS - Moreno Valley
EVALUATION OF EARTHQUAKE-INDUCED SETTLEMENTS IN DRY SANDY SOILS INPUT:Boring No.: B-8Groundwater Depth: 35.0 feetEARTHQUAKE INFORMATION:
Earthquake Magnitude: 7.38Peak Horiz. Acceleration (g): 0.74 From Tbl. 4-4 From Tbl. 4-5
Depth of Thickness Depth of Soil Overburden Mean Effective Average Maximum Volumetric Number of Corrected Base of of Layer USCS Mid-point ofUnit Weight Pressure at Pressure at Cyclic Shear Corrected Shear Mod. [geff]*[Geff] Strain Strain Cycles Vol. Strains Settlement Strata (ft) (ft) Classification Layer (ft) (pcf) Mid-point (tsf) Mid-point (tsf) Stress [Tav] [N1]60 [Gmax] (tsf) [Gmax] [geff] [geff]*100% [E15} (%) [Nc] [Ec] [S] (inches)
5.0 5.0 SM 2.5 120.0 0.15 0.10 0.072 12.0 324.427 2.11E-04 1.00E-02 1.00E+00 1.50E+00 14.0524 1.4566 1.75
10.0 5.0 SM 7.5 120.0 0.45 0.30 0.214 27.0 736.330 2.53E-04 1.25E-03 1.25E-01 7.90E-02 14.0524 0.0767 0.0915.0 5.0 SP-SM 12.5 120.0 0.75 0.50 0.354 18.0 830.424 3.42E-04 1.40E-03 1.40E-01 1.60E-01 14.0524 0.1554 0.1920.0 5.0 ML 17.5 120.0 1.05 0.70 0.488 86.0 1654.902 2.20E-04 4.90E-04 4.90E-02 1.50E-03 14.0524 0.0015 0.0025.0 5.0 CL 22.5 120.0 1.35 0.90 0.616 31.0 1335.465 3.23E-04 8.10E-04 8.10E-02 1.00E-04 14.0524 0.0001 0.0030.0 5.0 SM 27.5 120.0 1.65 1.11 0.735 26.0 1392.338 3.49E-04 8.20E-04 8.20E-02 6.00E-02 14.0524 0.0583 0.0735.0 5.0 ML 32.5 120.0 1.95 1.31 0.845 30.0 1587.581 3.35E-04 7.70E-04 7.70E-02 4.15E-02 14.0524 0.0403 0.05 ** Clay layers not included in the dry sand settlement analysis, unlikely to be affected by seismic ground shakings Reference: Tokimatsu, K., and Seed H.B. (1987). Evaluation of Settlement in Sands due to Earthquake Shaking." Total Earthquake-Induced Settlements in Dry Sandy Soils (inches) = 2.15 Journal Geotechnical Engineer Division, ASCE, 113 (8), 861-878. Total Earthquake-Induced Settlements in Dry Sandy Soils (inches) = 0.40 (By R&R 5-ft)
PLATE A-2
3544
APPENDIX B
FIELD PROCEDURES
The field operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) designation D 420 entitled “Standard Guide for Sampling Rock and Rock” and/or other relevant specifications.
Soil samples were preserved and transported to Giles’ laboratory in general accordance with the procedures recommended by ASTM designation D 4220 entitled “Standard Practice for Preserving and Transporting Soil Samples.” Brief descriptions of the sampling, testing and field procedures commonly performed by Giles are provided herein. 3545
GILES ENGINEERING ASSOCIATES, INC.
GENERAL FIELD PROCEDURES
Test Boring Elevations
The ground surface elevations reported on the Test Boring Logs are referenced to the assumed benchmark shown on the Boring Location Plan (Figure 1). Unless otherwise noted, the elevations were determined with a conventional hand-level and are accurate to within about 1 foot.
Test Boring Locations
The test borings were located on-site based on the existing site features and/or apparent property lines. Dimensions illustrating the approximate boring locations are reported on the Boring Location Plan (Figure 1).
Water Level Measurement
The water levels reported on the Test Boring Logs represent the depth of “free” water encountered during drilling and/or after the drilling tools were removed from the borehole. Water levels measured within a granular (sand and gravel) soil profile are typically indicative of the water table elevation. It is usually not possible to accurately identify the water table elevation with cohesive (clayey) soils, since the rate of seepage is slow. The water table elevation within cohesive soils must therefore be determined over a period of time with groundwater observation wells.
It must be recognized that the water table may fluctuate seasonally and during periods of heavy precipitation. Depending on the subsurface conditions, water may also become perched above the water table, especially during wet periods.
Borehole Backfilling Procedures
Each borehole was backfilled upon completion of the field operations. If potential contamination was encountered, and/or if required by state or local regulations, boreholes were backfilled with an “impervious” material (such as bentonite slurry).
Borings that penetrated pavements, sidewalks, etc. were “capped” with Portland Cement concrete, asphaltic concrete, or a similar surface material. It must, however, be recognized that the backfill material may settle, and the surface cap may subside, over a period of time. Further backfilling and/or re-surfacing by Giles’ client or the property owner may be required.
3546
GILES ENGINEERING ASSOCIATES, INC.
FIELD SAMPLING AND TESTING PROCEDURES
Auger Sampling (AU)
Soil samples are removed from the auger flights as an auger is withdrawn above the ground surface. Such samples are used to determine general soil types and identify approximate soil stratifications. Auger samples are highly disturbed and are therefore not typically used for geotechnical strength testing.
Split-Barrel Sampling (SS) – (ASTM D-1586)
A split-barrel sampler with a 2-inch outside diameter is driven into the subsoil with a 140- pound hammer free-falling a vertical distance of 30 inches. The summation of hammerblows required to drive the sampler the final 12-inches of an 18-inch sample interval is defined as the “Standard Penetration Resistance” or N-value is an index of the relative density of granular soils and the comparative consistency of cohesive soils. A soil sample is collected from each SPT interval.
Shelby Tube Sampling (ST) – (ASTM D-1587)
A relatively undisturbed soil sample is collected by hydraulically advancing a thin-walled Shelby Tube sampler into a soil mass. Shelby Tubes have a sharp cutting edge and are commonly 2 to 5 inches in diameter.
Bulk Sample (BS)
A relatively large volume of soils is collected with a shovel or other manually-operated tool. The sample is typically transported to Giles’ materials laboratory in a sealed bag or bucket.
Dynamic Cone Penetration Test (DC) – (ASTM STP 399)
This test is conducted by driving a 1.5-inch-diameter cone into the subsoil using a 15- pound steel ring (hammer), free-falling a vertical distance of 20 inches. The number of hammer-blows required to drive the cone 1¾ inches is an indication of the soil strength and density, and is defined as “N”. The Dynamic Cone Penetration test is commonly conducted in hand auger borings, test pits and within excavated trenches. - Continued -
3547
GILES ENGINEERING ASSOCIATES, INC.
Ring-Lined Barrel Sampling – (ASTM D 3550)
In this procedure, a ring-lined barrel sampler is used to collect soil samples for classification and laboratory testing. This method provides samples that fit directly into laboratory test instruments without additional handling/disturbance.
Sampling and Testing Procedures
The field testing and sampling operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and/or other relevant specifications. Results of the field testing (i.e. N-values) are reported on the Test Boring Logs. Explanations of the terms and symbols shown on the logs are provided on the appendix enclosure entitled “General Notes”. 3548
APPENDIX C
LABORATORY TESTING AND CLASSIFICATION
The laboratory testing was conducted under the supervision of a geotechnical engineer in accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and/or other relevant specifications. Brief descriptions of laboratory tests commonly performed by Giles are provided herein.
3549
GILES ENGINEERING ASSOCIATES, INC.
LABORATORY TESTING AND CLASSIFICATION
Photoionization Detector (PID)
In this procedure, soil samples are “scanned” in Giles’ analytical laboratory using a Photoionization Detector (PID). The instrument is equipped with an 11.7 eV lamp calibrated to a Benzene Standard and is capable of detecting a minute concentration of certain Volatile Organic Compound (VOC) vapors, such as those commonly associated with petroleum products and some solvents. Results of the PID analysis are expressed in HNu (manufacturer’s) units rather than actual concentration.
Moisture Content (w) (ASTM D 2216)
Moisture content is defined as the ratio of the weight of water contained within a soil sample to the weight of the dry solids within the sample. Moisture content is expressed as a percentage.
Unconfined Compressive Strength (qu) (ASTM D 2166)
An axial load is applied at a uniform rate to a cylindrical soil sample. The unconfined compressive strength is the maximum stress obtained or the stress when 15% axial strain is reached, whichever occurs first.
Calibrated Penetrometer Resistance (qp)
The small, cylindrical tip of a hand-held penetrometer is pressed into a soil sample to a prescribed depth to measure the soils capacity to resist penetration. This test is used to evaluate unconfined compressive strength.
Vane-Shear Strength (qs)
The blades of a vane are inserted into the flat surface of a soil sample and the vane is rotated until failure occurs. The maximum shear resistance measured immediately prior to failure is taken as the vane-shear strength.
Loss-on-Ignition (ASTM D 2974; Method C)
The Loss-on-Ignition (L.O.I.) test is used to determine the organic content of a soil sample. The procedure is conducted by heating a dry soil sample to 440°C in order to burn-off or “ash” organic matter present within the sample. The L.O.I. value is the ratio of the weight loss due to ignition compared to the initial weight of the dry sample. L.O.I. is expressed as a percentage.
3550
GILES ENGINEERING ASSOCIATES, INC.
Particle Size Distribution (ASTB D 421, D 422, and D 1140) This test is performed to determine the distribution of specific particle sizes (diameters) within a soil sample. The distribution of coarse-grained soil particles (sand and gravel) is determined from a “sieve analysis,” which is conducted by passing the sample through a series of nested sieves. The distribution of fine-grained soil particles (silt and clay) is determined from a “hydrometer analysis” which is based on the sedimentation of particles suspended in water.
Consolidation Test (ASTM D 2435)
In this procedure, a series of cumulative vertical loads are applied to a small, laterally confined soil sample. During each load increment, vertical compression (consolidation) of the sample is measured over a period of time. Results of this test are used to estimate settlement and time rate of settlement.
Classification of Samples
Each soil sample was visually-manually classified, based on texture and plasticity, in general accordance with the Unified Soil Classification System (ASTM D-2488-75). The classifications are reported on the Test Boring Logs.
Laboratory Testing
The laboratory testing operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and/or other relevant specifications. Results of the laboratory tests are provided on the Test Boring Logs or other appendix enclosures. Explanation of the terms and symbols used on the logs is provided on the appendix enclosure entitled “General Notes.” 3551
GILES ENGINEERING ASSOCIATES, INC.
California Bearing Ratio (CBR) Test ASTM D-1833
The CBR test is used for evaluation of a soil subgrade for pavement design. The test consists of measuring the force required for a 3-square-inch cylindrical piston to penetrate 0.1 or 0.2 inch into a compacted soil sample. The result is expressed as a percent of force required to penetrate a standard compacted crushed stone.
Unless a CBR test has been specifically requested by the client, the CBR is estimated from published charts, based on soil classification and strength characteristics. A typical correlation chart is below.
3552
APPENDIX D
GENERAL INFORMATION
3553
3554
GILES ENGINEERING ASSOCIATES, INC.
GENERAL COMMENTS
The soil samples obtained during the subsurface exploration will be retained for a period of thirty days. If no instructions are received, they will be disposed of at that time.
This report has been prepared exclusively for 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. Copies of this report may be provided to contractor(s), with contract documents, to disclose information relative to this project.
The report, however, has not been prepared to serve as the plans and specifications for actual construction without the appropriate interpretation by the project architect, structural engineer, and/or civil engineer. Reproduction and distribution of this report must be authorized by the client and Giles.
This report has been based on assumed conditions/characteristics of the proposed development where specific information was not available. It is recommended that the architect, civil engineer and structural engineer along with any other design professionals involved in this project carefully review these assumptions to ensure they are consistent with the actual planned development. When discrepancies exist, they should be brought to our attention to ensure they do not affect the conclusions and recommendations provided herein. The project plans and specifications may also be submitted to Giles for review to ensure that the geotechnical related conclusions and recommendations provided herein have been correctly interpreted.
The analysis of this site was based on a subsoil profile interpolated from a limited subsurface exploration. If the actual conditions encountered during construction vary from those indicated by the borings, Giles must be contacted immediately to determine if the conditions alter the recommendations contained herein.
The conclusions and recommendations presented in this report have been promulgated in accordance with generally accepted professional engineering practices in the field of geotechnical engineering. No other warranty is either expressed or implied. 3555
With Dust
Palliative
With
Bituminous
Treatment
GW Good: tractor, rubber-tired, steel
wheel or vibratory roller
125-135 Almost none Good drainage,
pervious
Very stable Excellent Good Fair to
poor
Excellent
GP Good: tractor, rubber-tired, steel
wheel or vibratory roller
115-125 Almost none Good drainage,
pervious
Reasonably stable
Excellent to
good
Poor to fair Poor
GM Good: rubber-tired or light
sheepsfoot roller
120-135 Slight Poor drainage,
semipervious
Reasonably stable
Excellent to
good
Fair to poor Poor Poor to fair
GC Good to fair: rubber-tired or
sheepsfoot roller
115-130 Slight Poor drainage,
impervious
Reasonably stable
Good Good to fair
**
Excellent Excellent
SW Good: tractor, rubber-tired or
vibratory roller
110-130 Almost none Good drainage,
pervious
Very stable Good Fair to poor Fair to
poor
Good
SP Good: tractor, rubber-tired or
vibratory roller
100-120 Almost none Good drainage,
pervious
Reasonably stable when dense
Good to fair Poor Poor Poor to fair
SM Good: rubber-tired or sheepsfoot
roller
110-125 Slight Poor drainage,
impervious
Reasonably stable when dense
Good to fair Poor Poor Poor to fair
SC Good to fair: rubber-tired or
sheepsfoot roller
105-125 Slight to
medium
Poor drainage, impervious
Reasonably stable
Good to fair Fair to poor Excellent Excellent
ML Good to poor: rubber-tired or
sheepsfoot roller
95-120 Slight to
medium
Poor drainage, impervious
Poor stability, high density required
Fair to poor Not suitable Poor Poor
CL Good to fair: sheepsfoot or rubbertired roller 95-120 Medium No drainage, impervious Good stability Fair to poor Not suitable Poor Poor OL Fair to poor: sheepsfoot or rubbertired roller 80-100 Medium to high Poor drainage, impervious Unstable, should not be used Poor Not suitable Not suitable Not suitable MH Fair to poor: sheepsfoot or rubbertired roller 70-95 High Poor drainage, impervious Poor stability, should not be used
Poor Not suitable Very poor Not suitable
CH Fair to poor: sheepsfoot roller 80-105 Very high No drainage, impervious
Fair stability, may soften on expansion
Poor to very poor
Not suitable Very poor Not suitable
OH Fair to poor: sheepsfoot roller 65-100 High No drainage, impervious
Unstable, should not be used
Very poor Not suitable Not
suitable
Not suitable
Pt Not suitable Very high Fair to poor
drainage
Should not be used
Not suitable Not suitable Not
suitable
Not suitable
* "The Unified Classification: Appendix A - Characteristics of Soil, Groups Pertaining to Roads and Airfields, and Appendix B - Characteristics of Soil Groups Pertaining to Embankments and Foundations," Technical Memorandum 357, U.S. Waterways Ixperiment Station, Vicksburg, 1953.** Not suitable if subject to frost.
GILES ENGINEERING ASSOCIATES, INC.
CHARACTERISTICS AND RATINGS OF UNIFIED SOIL SYSTEM CLASSES FOR SOIL CONSTRUCTION * Value as Temporary
Pavement
Class Compaction Characteristics
Max. Dry
Density
Standard
Proctor
(pcf)
Compressibility
and Expansion
Drainage and
Permeability
Value as an
Embankment
Material
Value as
Subgrade
When Not
Subject to
Frost
Value as Base
Course
3556
Giles Engineering Associates, Inc.
UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487)
Major Divisions Group
Symbols Typical Names Laboratory Classifi cation Criteria Coarse-grained soils
(more than half of material is larger than No. 200 sieve size) Gravels
(More than half of coarse fraction is larger
than No. 4 sieve size)
Clean gravels
(little or no
fi nes)
GW
Well-graded gravels,
gravel-sand mixtures,
little or no fi nes
Determine percentages of sand and gravel from grain-size curve.
Depending on percentage of fi nes (fraction smaller than No. 200 sieve size), coarsegrained soils are classifi ed as follows:
Less than 5 percent: GW, GP, SW, SP More than 12 percent: GM, GC, SM, SC 5 to 12 percent: Borderline cases requiring dual symbolsb Cu = greater than 4; Cc = between 1 and 3
GP
Poorly graded gravels,
gravel-sand mixtrues,
little or no fi nes
Not meeting all gradation requirements for GW
Gravels with fi nes
(appreciable amount of
fi nes)
GMa
d
Silty gravels, gravelsand-silt mixtures
Atterberg limits
below “A” line or P.I.
less than 4
Limits plotting within shaded
area, above “A” line with P.I.
between 4 and 7 are
borderline cases requiring
use of dual symbols
u
GC Clayey gravels, gravelsand-clay mixtures
Atterberg limits
above “A” line or P.I.
greater than 7
Sands
(More than half of coarse fraction is
smaller than No. 4 sieve size)
Clean sands
(Little or no
fi nes)
SW
Well-graded sands,
gravelly sands, little or
no fi nes
Cu = greater than 4; Cc = between 1 and 3
SP
Poorly graded sands,
gravelly sands, little or
no fi nes
Not meeting all gradation requirements for SW
Sands with fi nes
(Appreciable amount
of fi nes)
SMa
d
Silty sands, sand-silt
mixtures
Atterberg limits
below “A” line or P.I.
less than 4
Limits plotting within shaded
area, above “A” line with P.I.
between 4 and 7 are
borderline cases requiring
use of dual symbols
u
SC Clayey sands, sand-clay
mixtures
Atterberg limits
above “A” line or P.I.
greater than 7
Fine-grained soils
(More than half material is smaller than No. 200 sieve size) Silts and clays
(Liquid limit less than 50)
ML
Inorganic silts and
very fi ne sands, rock
fl our, silty or clayey fi ne
sands, or clayey silts
with slight plasticity
CL
Inorganic clays of low
to medium plasticity,
gravelly clays, sandy
clays, silty clays
OL
Organic silts and
organic silty clays of
low plasticity
Silts and clays
(Liquid limit greater than 50)
MH
Inorganic silts, micaceous or diatomaceous
fi ne sandy or silty soils,
elastic silts
CH Inorganic clays of high
plasticity, fat clays
OH
Organic clays of
medium to high
plasticity, organic silts
Highly
organic
soils
Pt Peat and other highly
organic soils
D = greater than 4; C 60
D10
(D = between 1 and 3 (D30)
2 D10 x D60
D60 = greater than 4; C 60
D10
(D = between 1 and 3 (D30)
2 D10 x D60
Plasticity Chart
Plasticity Index
0 10 20 30 40 50 60 70 80 90 100 0
10 50
60 40
20 30
CH
OH and MH
CL
ML and OL
CL-ML
“A” line
Liquid Limit
a Division of GM and SM groups into subdivisions of d and u are for roads and airfi elds only. Subdivision is based on Atterberg limits, suffi x d used when L.L. is 28 or less and the P.I. is 6 or less; the suffi x u is used when L.L. is greater than 28. b Borderline classifi cations, used for soils possessing characteristics of two groups, are designated by combinations of group sympols. For example GW-GC, well-graded gravel-sand mixture with clay binder. 3557
GILES ENGINEERING ASSOCIATES, INC.
GENERAL NOTES
SAMPLE IDENTIFICATION
All samples are visually classified in general accordance with the Unified Soil Classification System (ASTM D-2487-75 or D-2488-75) DESCRIPTIVE TERM (% BY DRY WEIGHT) PARTICLE SIZE (DIAMETER) Trace: 1-10% Boulders: 8 inch and larger
Little: 11-20% Cobbles: 3 inch to 8 inch
Some: 21-35% Gravel: coarse - ¾ to 3 inch
And/Adjective 36-50% fine – No. 4 (4.76 mm) to ¾ inch
Sand: coarse – No. 4 (4.76 mm) to No. 10 (2.0 mm)
medium – No. 10 (2.0 mm) to No. 40 (0.42 mm)
fine – No. 40 (0.42 mm) to No. 200 (0.074 mm)
Silt: No. 200 (0.074 mm) and smaller (non-plastic)
Clay: No 200 (0.074 mm) and smaller (plastic)
SOIL PROPERTY SYMBOLS DRILLING AND SAMPLING SYMBOLS
Dd: Dry Density (pcf) SS: Split-Spoon
LL: Liquid Limit, percent ST: Shelby Tube – 3 inch O.D. (except where noted) PL: Plastic Limit, percent CS: 3 inch O.D. California Ring Sampler PI: Plasticity Index (LL-PL) DC: Dynamic Cone Penetrometer per ASTM LOI: Loss on Ignition, percent Special Technical Publication No. 399 Gs: Specific Gravity AU: Auger Sample
K: Coefficient of Permeability DB: Diamond Bit
w: Moisture content, percent CB: Carbide Bit
qp: Calibrated Penetrometer Resistance, tsf WS: Wash Sample qs: Vane-Shear Strength, tsf RB: Rock-Roller Bit
qu: Unconfined Compressive Strength, tsf BS: Bulk Sample qc: Static Cone Penetrometer Resistance Note: Depth intervals for sampling shown on Record of (correlated to Unconfined Compressive Strength, tsf) Subsurface Exploration are not indicative of sample PID: Results of vapor analysis conducted on representative recovery, but position where sampling initiated samples utilizing a Photoionization Detector calibrated to a benzene standard. Results expressed in HNU-Units. (BDL=Below Detection Limit) N: Penetration Resistance per 12 inch interval, or fraction thereof, for a standard 2 inch O.D. (1⅜ inch I.D.) split spoon sampler driven with a 140 pound weight free-falling 30 inches. Performed in general accordance with Standard Penetration Test Specifications (ASTM D1586). N in blows per foot equals sum of N-Values where plus sign (+) is shown.
Nc: Penetration Resistance per 1¾ inches of Dynamic Cone Penetrometer. Approximately equivalent to Standard Penetration Test N-Value in blows per foot.
Nr: Penetration Resistance per 12 inch interval, or fraction thereof, for California Ring Sampler driven with a 140 pound weight free-falling 30 inches per ASTM D-3550. Not equivalent to Standard Penetration Test N-Value.
SOIL STRENGTH CHARACTERISTICS
COHESIVE (CLAYEY) SOILS NON-COHESIVE (GRANULAR) SOILS
UNCONFINED
COMPARATIVE BLOWS PER COMPRESSIVE RELATIVE BLOWS PER
CONSISTENCY FOOT (N) STRENGTH (TSF) DENSITY FOOT (N)
Very Soft 0 - 2 0 - 0.25 Very Loose 0 - 4
Soft 3 - 4 0.25 - 0.50 Loose 5 - 10
Medium Stiff 5 – 8 0.50 - 1.00 Firm 11 - 30
Stiff 9 – 15 1.00 - 2.00 Dense 31 - 50
Very Stiff 16 – 30 2.00 - 4.00 Very Dense 51+
Hard 31+ 4.00+
DEGREE OF
DEGREE OF EXPANSIVE
PLASTICITY PI POTENTIAL PI
None to Slight 0 - 4 Low 0 - 15
Slight 5 - 10 Medium 15 - 25
Medium 11 - 30 High 25+
High to Very High 31+
3558
3559
3560
3561
PHASE I ENVIRONMENTAL SITE ASSESSMENT
conducted on
CA24007
Alessandro Boulevard and Indian Street
Moreno Valley, California 92553
Apex Project No. PUB005-0313063-24005687
April 22, 2024
Prepared for:
PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates 701 Western Avenue
Glendale, California 91201
Prepared by:
Apex Companies, LLC
1962 Freeman Avenue
Signal Hill, California 90755
3562
TABLE OF CONTENTS
1.0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
1.1 Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
1.2 Scope of Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
1.3 Significant Assumptions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
1.4 Limitations and Exceptions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
1.5 User Reliance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
1.6 Critical Dates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
2.0 SUBJECT PROPERTY DESCRIPTION AND ADJOINING PROPERTIES . . . . . . . . . . . . . . . . . 7
2.1 Subject Property Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
2.2 Current Uses of Adjoining/ Nearby Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
3.0 USER PROVIDED INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
4.0 SITE RECONNAISSANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
5.0 PHYSICAL RECORDS REVIEW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
6.0 HISTORICAL REVIEW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
6.1 Summary of Historical Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
6.2 Aerial Photographs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
6.3 Topographic Maps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
6.4 Fire Insurance Maps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
6.5 City Directories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
6.6 Agency Contacts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
6.7 Previous Environmental Reports or Other Documents . . . . . . . . . . . . . . . . . . . . . . . . . . 19
7.0 STANDARD ENVIRONMENTAL RECORDS SOURCES: FEDERAL, STATE, AND TRIBAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
7.1 Environmental Records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
7.1.1 Subject Property Listings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
7.1.2 Adjoining/Surrounding Properties Listings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
7.2 Environmental Liens and Activity and Use Limitations Search . . . . . . . . . . . . . . . . . . . . 23
8.0 TIER 1 VAPOR ENCROACHMENT SCREEN (VES) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
8.1 Tier 1 Screen Evaluation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
8.2 Tier 1 Screening Findings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
9.0 INTERVIEWS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
9.1 Interview with Owner or Manager . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 3563
9.2 Interviews with Others . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
10.0 DATA GAPS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
11.0 FINDINGS, OPINIONS, CONCLUSIONS AND RECOMMENDATIONS . . . . . . . . . . . . . . . . . . 28
12.0 SIGNATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
13.0 SOURCES AND REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 3564
TABLE OF APPENDICES
Site Plan
Site and Vicinity Plan
Photographs
Resumes
User Questionnaire
Aerial Photographs
Topographic Maps
Fire Insurance Maps
City Directories
Agency Documents
Interview Questionnaire(s)
Regulatory Database Report
3565
EXECUTIVE SUMMARY
Apex Companies, LLC (Apex) prepared a Phase I Environmental Site Assessment (Phase I ESA) of the CA24007 property located at Alessandro Boulevard and Indian Street in Moreno Valley, Riverside County, California (subject property). This assessment was completed in accordance with Apex Proposal No. 18226139742 to PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates dated March 25, 2024. The scope of services was to prepare a Phase I ESA in a manner consistent with the ASTM International (ASTM) Standard Designation: E1527-21 “Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process”; the U.S. Environmental Protection Agency’s Standards and Practices for All Appropriate Inquiries (AAI), 40 Code of Federal Regulations (CFR), Part 312; and, any exceptions, deletions, or non-scope considerations identified in the proposal.
The approximately 3.01 acre subject property is in a residential and commercial setting. The subject property is currently undeveloped vacant land and contains no improvements. A paved roadway is located on the southwestern portion of the subject property and the remainder of the property consists of overgrown vegetation. Access can be gained from Indian Street to the west.
In summary, the subject property was developed for agricultural use from at least 1938 to 1997. The subject appeared to be a vacant lot since 1997. The subject property was not listed in city directories.
From at least 1938, adjoining properties were developed for agricultural use with residential-type buildings on the north adjoining property, Indian Street was to the west, and Alessandro Boulevard was to the south. By 1989, a residential subdivision was added to the west adjoining property. By 1997, commercial buildings were added to the west adjoining properties. Since 2001, the west adjoining property has been occupied by various commercial, medical, and dental tenants, none of which pose a potential environmental concern, and a gas station on the southernmost portion. By 2002, a the existing AutoZone building was added to the south adjoining property. By 2004, the existing self-storage facility was added to the north adjoining property. By 2016, the existing gas station was added to the south adjoining property.
This assessment has revealed no evidence of recognized environmental conditions (RECs), controlled recognized environmental conditions (CRECs), historical recognized environmental conditions (HRECs), or de minimis conditions in connection with the subject property, as follows:
Type of Concern Conclusions
Recognized Environmental
Condition (REC)
Apex did not identify RECs associated with the subject property.
Controlled Recognized
Environmental Condition
(CREC)
Apex did not identify CRECs associated with the subject property.
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Type of Concern Conclusions
Institutional Controls (ICs) and/
or Engineering Controls (ECs)
Apex did not identify ICs/ECs associated with the subject property.
Historical Recognized
Environmental Conditions
(HRECs)
Apex did not identify HRECs associated with the subject property.
De Minimis Conditions Apex did not identify de minimis conditions associated with the subject property.
Vapor Encroachment
Condition (VEC)
Apex did not identify a vapor encroachment condition associated with the subject property.
Business Environmental Risk
(BER)
Apex did not identify BERs associated with the subject property.
Non-ASTM Considerations Non-ASTM considerations were not included in this assessment's scope of services.
Significant data gaps Apex did not identify significant data gaps associated with the subject property.
Recommendations Based on the results of this Assessment, no further action is necessary.
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1.0 INTRODUCTION
1.1 Purpose
Apex Companies, LLC (Apex) has prepared this Phase I Environmental Site Assessment (Phase I ESA) of the CA24007 property located at Alessandro Boulevard and Indian Street, Moreno Valley, California (subject property) at the request of PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates. The purpose of this Phase I ESA is to perform all appropriate inquiries into the previous ownership and uses of the Site consistent with good commercial or customary practices for a possible property transaction involving the subject property and to permit PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates (User) to qualify for one of the landowner liability protections as identified by the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA).
1.2 Scope of Services
This project was completed in accordance with Apex Proposal No. 18226139742 to PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates dated March 25, 2024. The scope of services was to prepare a Phase I ESA in a manner consistent with the ASTM International (ASTM) Standard Designation: E1527-21 “Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process,” and the U.S. Environmental Protection Agency’s Standards and Practices for All Appropriate Inquiries (AAI), 40 Code of Federal Regulations (CFR), Part 312.
The scope of services comprising this Phase I ESA was conducted to provide a reasonable level of investigation to identify recognized environmental conditions (RECs). As defined by ASTM E1527-21 Section 3.2.73:
"recognized environmental conditions", n - (1) the presence of hazardous substances or petroleum products in, on, or at the subject property due to a release to the environment; (2) the likely presence of hazardous substances or petroleum products in, on, or at the subject property due to a release or likely release to the environment; or (3) the presence of hazardous substances or petroleum products in, on, or at the subject property under conditions that pose a material threat of a future release to the environment.
The term is not intended to include de minimis conditions that generally do 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 the appropriate government agencies. Any controlled RECs (CRECs) or historical RECs (HRECs) as defined by ASTM E1527-21 that were identified during the assessment are discussed in this report, as applicable.
Apex completed a Tier 1 Vapor Encroachment Screening in accordance with ASTM E2600-15 in order to identify potential presence of hazardous vapors in the subsurface of the subject property caused by contaminated soil or groundwater on or near the Site.
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An environmental lien and/or AUL search was not included as a part of the scope of services for this assessment. As such, Apex assumes that the User of this report is evaluating this User requirement independently and will report any findings to the environmental professional.
The approved scope of services did not include any non-ASTM considerations.
1.3 Significant Assumptions
Apex has completed historical and environmental record searches in accordance with current ASTM standards and industry practices. The data, findings, and conclusions presented in this Phase I ESA are based upon a detailed search, review, and analysis of documents obtained, interviews performed, and observations made during the reconnaissance.
Phase I ESAs, such as the one performed at the subject property, are of limited scope, are non-invasive, and cannot eliminate the potential that hazardous, toxic, or petroleum substances are present or have been released at the subject property beyond what is identified by the limited scope of this Phase I ESA.
In conducting the limited scope of services described herein, certain sources of information and public records were not reviewed. It should be recognized that environmental concerns may be documented in public records that were not reviewed. No Phase I ESA can wholly eliminate uncertainty regarding the potential for RECs in connection with a property. Performance of this practice is intended to reduce, but not eliminate, uncertainty regarding the potential for RECs. No warranties, express or implied, are intended or made. The limitations herein must be considered when the user of this report formulates opinions as to risks associated with the subject property or otherwise uses the report for any other purpose. These risks may be further evaluated – but not eliminated – through additional research or assessment. We will, upon request, advise you of additional research or assessment options that may be available and associated costs.
1.4 Limitations and Exceptions
This report was prepared as a result of a contractual agreement that defined the approach and scope of services to be employed during the course of the investigation. The opinions and conclusions expressed in this study have been based strictly on the results of these contracted services. The scope of this Phase I ESA is intended to aid in the evaluation of RECs. The services provided by Apex should not be construed as a warranty or guarantee that no RECs exist at the subject property or that all RECs have been uncovered. No conclusions are stated or implied concerning the suitability of the subject property for its eventual use. This document is not intended for purposes other than those expressly set forth herein or for use by parties other than for whom it has been prepared.
As limited by the ASTM Standard for Phase I ESAs and the scope of work provided by Apex, aside from the sampling and testing of suspect asbestos-containing materials (ACMs), if applicable, this project was non-intrusive in nature and did not include any sampling or testing of soils, groundwater, surface water, or other materials. Additionally, unless specifically described in this report, the scope of work completed by Apex explicitly excluded issues that are outside the scope of ASTM E1527-21 and may constitute a business environmental risk as defined by ASTM.
ASTM Standard Practice E1527-21 recognizes inherent limitations for Phase I ESAs, including, but not limited to:
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• Uncertainty Not Eliminated - No ESA can wholly eliminate uncertainty regarding the potential for RECs in connection with a Site. Performance of this practice is intended to reduce, but not eliminate, uncertainty regarding the potential for RECs, and this practice recognizes reasonable limits of time and cost.
• Not Exhaustive - All Appropriate Inquiry does not mean an exhaustive assessment of a property.
There is a point at which the cost of information obtained, or the time required to gather it outweighs the usefulness of the information and, in fact, may be a material detriment to the orderly completion of transactions.
• Level of Inquiry Is Variable - Not every property will warrant the same level of assessment.
Consistent with good commercial or customary practice, the appropriate level of environmental site assessment will be guided by the type of property, the expertise and risk tolerance of the User, and the information developed in the course of the inquiry. • Comparison with Subsequent Inquiry - It should not be concluded or assumed that an inquiry was not All Appropriate Inquiries merely because the inquiry did not identify RECs in connection with a property. Phase I ESAs must be evaluated based on the reasonableness of judgments made at the time and under the circumstances in which they were made. Subsequent Phase I ESAs should not be considered valid standards to judge the appropriateness of any prior assessment based on hindsight, new information, use of developing technology or analytical techniques, or other factors.
• Point in Time - The Phase I ESA is based upon conditions at the time of completion of the individual Phase I ESA elements: User's Responsibilities, Physical Setting Resources, Government Records, Historical Records, Site Reconnaissance, Owner/Operator/Occupant Interviews, Local Government Officials Interviews, and Evaluation/Reporting.
1.5 User Reliance
This report documents the Phase I ESA of the subject property performed by Apex at the explicit request and direction of PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates and in general accordance with ASTM E1527-21 and the US EPA Standards and Practices for All Appropriate Inquiries, 40 CFR 312. The findings, opinions, and conclusions of this Phase I ESA are for the confidential and exclusive use of PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates, its affiliates, employees, agents, successors, and assigns. Reliance on this report for any use or by parties other than specifically stated is prohibited without the expressed written consent of Apex and PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates, and such use is at the sole risk of the user.
Continued viability of this report is subject to ASTM E1527-21 Section 4.6 and Section 4.8. If the Phase I ESA will be used by a different user (third party) than the user for whom the Phase I ESA was originally prepared, the third party must also satisfy the user’s responsibilities in Section 6 of ASTM E1527-21.
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1.6 Critical Dates
A Phase I ESA meeting or exceeding this practice and completed less than 180 days prior to the date of acquisition of the property or (for transactions not involving an acquisition) the date of the intended transaction, is presumed to be valid. A Phase I ESA meeting or exceeding this practice and for which the information was collected or updated within one year prior to the date of the intended transaction may be used provided that the following components of the ESA were conducted or updated within 180 days of the date of purchase or the date of the intended transaction:
• Interviews with owners, operators, and occupants;
• Searches for recorded environmental cleanup liens;
• Reviews of federal, tribal, state, and local government records; • Visual inspections of the property and of adjoining properties; and, • The declaration by the Environmental Professional responsible for the assessment or update.
The date of this report generally may not represent the date the individual components of All Appropriate Inquiries were completed and should not be used when evaluating compliance with the 180-day or 1-year all appropriate inquiries requirements.
Critical Dates
Item Date
Earliest date of interviews with owners, operators, and/or occupants N/A Searches for recorded environmental cleanup liens N/A
Reviews of federal, tribal, state, and local government records April 4, 2024 Visual inspections of the property and of adjoining properties April 10, 2024 The declaration by the Environmental Professional responsible for the Phase I ESA or update
April 22, 2024
The effective date of this report (earliest of the above-listed dates) is April 4, 2024; therefore, per ASTM E1527-21 the expiration date of this report is October 1, 2024 (effective date plus 180 calendar days).
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2.0 SUBJECT PROPERTY DESCRIPTION AND ADJOINING PROPERTIES
2.1 Subject Property Description
A summary of the subject property and nearby properties is included in the following table. A Site Location Map is provided as Figure 1 and a Site and Vicinity Plan is included as Figure 2. Photographs of the subject property and adjoining properties are included in the Photographs Appendix.
Property Summary
Subject Property Address: Alessandro Boulevard and Indian Street, Moreno Valley, California 92553
Current Property Use: Vacant
Subject Property Improvements: The subject property is currently undeveloped vacant land and contains no improvements. A paved roadway is
located on the southwestern portion of the subject
property and the remainder of the property consists of
overgrown vegetation. Access can be gained from Indian
Street to the west.
Subject Property Operations: No operations were observed.
Subject Property Contacts: Brian Ulrich, Vice President Acquisitions and Development with Public Storage
Subject Property Acreage: 3.01 acres
Number of Parcels: One
Tax ID/Parcel Number(s): 482190022
Current Property Owner(s): Vinod and Nayana Kardani
Utility Providers
A description of the current utility providers at the subject property is presented in the following table:
Utility Providers
Electric Not provided.
Natural Gas Not provided.
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Utility Providers
Potable Water Not provided.
Sanitary Sewer Not provided.
Solid Waste Not provided.
2.2 Current Uses of Adjoining/ Nearby Properties
The area surrounding the subject property consists of commercial and residential development. Adjoining and nearby properties were observed (from the subject property or from public access areas) for evidence of potential recognized environmental conditions and their potential to pose an environmental concern to the subject property and are depicted on the Site and Vicinity Plan in the Appendices. The uses and features of adjoining properties are described below (by relative compass direction and across adjoining roadways):
Direction Site Name/Address
North SecurCare Self Storage (13870 Indian Street).
East Single-family residences (13895-13961 Pheasant Knoll Lane).
South Food4Less Fuel Center (24500 Alessandro Boulevard) and AutoZone (24570 Alessandro Boulevard).
West Indian Street, followed by Food4Less (24440 Alessandro Boulevard), medical and dental offices (13925 Indian Street), and Mobil Gas Station (24440 Alessandro Boulevard).
Apex's review of adjoining properties did not identify uses that are considered to be a recognized environmental condition with respect to the subject property.
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3.0 USER PROVIDED INFORMATION
ASTM E1527-21 Section 3.2.94 defines “User” as the party seeking to use Practice E1527-21 to complete a Phase I ESA of a property. Apex understands that PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates is the User as defined by ASTM E1527-21. ASTM E1527-21 specifies that certain tasks associated with identifying potential RECs at the Site should be performed by the User and provided to the Environmental Professional (i.e., User Responsibilities). Accordingly, Apex provided a User Questionnaire to PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates requesting the above information.
PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates returned the User questionnaire along with the signed proposal. A copy of the questionnaire is included in the User Questionnaire Appendix.
Based on Apex's review of the User provided information, the following information was found:
User Provided Information
Issue
Identified Comments
Title Records No No information was provided.
Environmental Liens or
Activity and Use Limitations
No The User indicated they are not aware of any
environmental liens or activity and use
limitations regarding the subject property.
Commonly Known or
Reasonably Ascertainable
Information
No The User indicated they do not have any commonly
known or reasonably ascertainable information regarding the subject property.
Valuation Reduction for
Environmental Issues
No The User was not aware of any valuation reduction as a result of environmental issues.
Previous Reports No No information was provided.
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4.0 SITE RECONNAISSANCE
The reconnaissance was conducted on April 10, 2024 by Apex representative Brandy Coats and consisted of a walk through of interior and exterior areas of the subject property, as applicable. Apex was unaccompanied during the site reconnaissance.
Apex was not provided access to the eastern portion of the site due to overgrown vegetation and considers this a limiting condition. Based on the unlikely potential for this area to contain petroleum products or hazardous substances, Apex does not consider this a significant limiting condition.
The following site conditions were observed:
Observation Observed Comments
Petroleum and Hazardous Substance Storage
Hazardous Substances and/or
Petroleum Products
No Apex did not observe any hazardous
substances and/or petroleum products.
Hazardous Waste Storage/Disposal No Apex did not observe any hazardous waste disposal areas.
Aboveground Storage Tanks (ASTs) No Apex did not observe any obvious indications of ASTs during the course of
this Phase I ESA.
Underground Storage Tanks (USTs) No Apex did not observe any obvious indications of USTs during the course of
this Phase I ESA.
Leaks, Spills, or Releases around ASTs,
USTs, and/or Chemical Storage Areas
No Apex did not observe any significant leaks,
spills, or releases.
Drums, Totes, and Intermediate Bulk
Containers
No Apex did not observe any drums or other
containers.
Polychlorinated Biphenyls (PCBs) No Apex did not observe any potential sources of PCBs.
Transformers No Apex did not observe any
pad-mounted, pole-mounted, or
dry-type transformers.
Hydraulic Equipment No Apex did not observe any hydraulic equipment.
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Observation Observed Comments
Water/Wastewater
Wastewater Treatment, Septic Systems,
and/or Cesspools
No Apex did not observe any wastewater
treatment or septic systems.
Floor Drains or Sumps No Apex did not observe any floor drains or sumps.
Oil-Water Separators (OWS) or Grease
Traps
No Apex did not observe any oil-water
separators (OWS) or grease traps.
Pits, Ponds, or Lagoons No Apex did not observe any pits, ponds, or lagoons other than those associated with
storm water conveyance.
Catch Basins and Stormwater Drainage No Storm water is directed via the following conveyance systems:
• Sheet flow
• Drainage swale
Storm water is released to the municipal
storm sewer system and percolates
naturally into the ground.
Wells (including dry wells, irrigation
wells, injection wells, monitoring wells,
abandoned wells, or other wells)
No Apex did not observe any wells.
Standing Surface Water No Apex did not observe any standing water or other liquids.
Other Observations
Stressed Vegetation or Stained Soil/
Pavement
No Apex did not observe any stressed
vegetation or stained soil.
Stains or Corrosion on Floors, Walls, or
Ceilings
No Apex did not observe any significantly
stained or corroded floors, walls, or drains.
Strong, Pungent, or Noxious Odors No Apex did not observe any unusual odors.
Pipes of Unknown Origin or Use No Apex did not observe any pipes of unknown origin or use.
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Observation Observed Comments
Fill Material No Apex did not observe any fill material.
REC Summary
Based on the site reconnaissance, Apex did not identify any items of environmental concern indicative of RECs, CREC, HRECs, or de minimis conditions at the subject property.
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5.0 PHYSICAL RECORDS REVIEW
Sources consulted to characterize the physical setting of the subject property are referenced in the following table.
Data Type Data Source Comments
Topography/ Slope U.S. Geological Survey (USGS)
7.5-minute Topographic Map
According to the Riverside
East-Sunnymead, CA USGS
topographic map
dated 2021 the subject property is
situated at an elevation of
approximately 1,580 feet above
mean sea level and the topography
at the subject property is relatively
level. Regional topography slopes to
the southwest.
Presumed
Groundwater Flow
Direction
Geotracker Southeast.
Estimated Depth to
Groundwater
Geotracker Groundwater was encountered at
approximately 33 feet below ground
surface (bgs) in the vicinity of the
subject property.
Soils U.S. Geological Survey (USGS)
7.5-minute Topographic Map
Hanford coarse sandy loam, 0 to 2
percent slopes, which has low runoff
potential when thoroughly wet, and
Greenfield sandy loam, 0 to 2
percent slopes, which has low runoff
potential when thoroughly wet.
Geology U.S. Geological Survey (USGS)
7.5-minute Topographic Map
Quaternary alluvium and marine
deposits, Pliocene to Holocene
alluvium and terrace.
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6.0 HISTORICAL REVIEW
Apex retained ERIS - Environmental Risk Information Services to provide readily available historical sources including aerial photographs, fire insurance maps, topographic maps, and city directories for the subject property, adjoining, and surrounding properties. Copies of these historical sources are provided in the appendices and are further discussed in the tables below.
ASTM E1527-21 Section 8.3.1 requires the Environmental Professional to evaluate historical property information and developing a history of the previous uses of the subject property, adjoining properties, and surrounding area is to help identify the likelihood of past uses having led to RECs in connection with the subject property. Further, ASTM requires that all obvious uses of the subject property shall be identified from the present, back to the subject property's first developed use, or back to 1940, whichever is earlier.
The term “developed use” includes agricultural uses and placement of fill dirt, and other uses that may not involve structures.
6.1 Summary of Historical Review
The historical research presented in this Assessment has established the obvious uses of the subject property since 1942. A chronological summary of the historic use of the subject and adjoining/surrounding properties is presented below. Please refer to the Data Gaps Section for a summary of significant data gaps (if any).
In summary, the subject property was developed for agricultural use from at least 1938 to 1997. The subject appeared to be a vacant lot since 1997. The subject property was not listed in city directories.
From at least 1938, adjoining properties were developed for agricultural use with residential-type buildings on the north adjoining property, Indian Street was to the west, and Alessandro Boulevard was to the south. By 1989, a residential subdivision was added to the west adjoining property. By 1997, commercial buildings were added to the west adjoining properties. Since 2001, the west adjoining property has been occupied by various commercial, medical, and dental tenants, none of which pose a potential environmental concern, and a gas station on the southernmost portion. By 2002, a the existing AutoZone building was added to the south adjoining property. By 2004, the existing self-storage facility was added to the north adjoining property. By 2016, the existing gas station was added to the south adjoining property.
6.2 Aerial Photographs
Aerial photographs, including the subject, adjoining, and surrounding properties, were obtained from ERIS - Environmental Risk Information Services for the years 1938 to 2023. Copies of aerial photographs are included in the Aerial Photographs Appendices. Aerial photographs are summarized as follows:
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Date Comments
1938 The subject, adjoining, and surrounding properties appeared to be developed for agricultural use. Residential-type buildings were located on the north adjoining property. Indian Street was to the west of the subject property and Alessandro Boulevard was to the south.
1953 No significant changes were observed since the 1938 aerial photograph. 1962 No changes were observed to the subject, adjoining, or surrounding properties, except that a residential-type building was added to the southwest surrounding property.
1966
1972
1976
1980
No significant changes were observed since the 1962 aerial photograph. 1984 No changes were observed to the subject, adjoining, or surrounding properties, except that commercial buildings were added to the south surrounding properties. 1989 No changes were observed to the subject, adjoining, or surrounding properties, except that a residential subdivision was added to the west adjoining property. 1997 No changes were observed to the subject, adjoining, or surrounding properties, except that agricultural activities ceased on the subject property, and commercial buildings were added to the west adjoining and surrounding properties and to the north surrounding property.
2002 No changes were observed to the subject, adjoining, or surrounding properties, except that a commercial building was added to the south adjoining property. 2004 No changes were observed to the subject, adjoining, or surrounding properties, except that commercial buildings were added to the north adjoining property. 2006
2009
2012
2014
No significant changes were observed since the 2004 aerial photograph. 2016 No changes were observed to the subject, adjoining, or surrounding properties, except that a commercial building was added to the south adjoining property. 2018
2020
2023
No significant changes were observed since the 2016 aerial photograph.
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6.3 Topographic Maps
Topographic maps, including the subject, adjoining, and surrounding properties, were obtained from ERIS - Environmental Risk Information Services for the years 1942 to 2021. Copies of topographic maps are included in the Topographic Maps Appendices. Topographic maps are summarized as follows:
Date Comments
1942 Residential-type buildings were depicted on the north adjoining property and groves were depicted on the east surrounding property. Indian Street was to the west of the subject property and Alessandro Boulevard was to the south. 1943 No significant changes were observed since the 1942 topographic map. 1953 No changes were observed to the subject, adjoining, and surrounding properties, except that groves were no longer depicted on the east surrounding property. 1967
1973
1980
No significant changes were observed since the 1942 topographic map. 2015
2018
2021
No changes were observed to the subject, adjoining, and surrounding properties, except that individual structures were no longer depicted.
6.4 Fire Insurance Maps
Sanborn fire insurance maps were not available for the area of the subject property, according to ERIS. A copy of the "No Coverage" letter is included in the Fire Insurance Maps Appendices.
6.5 City Directories
City directories covering the subject property and adjoining properties were obtained from ERIS - Environmental Risk Information Services for the period between 1971 and 2022. Copies of city directories are included in the City Directory Appendices. The subject property was not listed in the city directories reviewed.
City directories are summarized as follows:
Address Year Occupant Listing
Adjoining Properties
13870 Indian Street (N) 1971 No listings were found.
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Address Year Occupant Listing
1974 Private resident
1984
1986
1991
1996
2001
2003
No listings were found.
2008
2011
Indian Self Storage
2016
2020
2022
SecurCare Self Storage
24500 Alessandro
Boulevard (S)
1971
1974
1984
1986
1991
1996
2001
2003
2008
2011
No listings were found.
2016
2020
2022
Moreno Valley Fuel Center
24570 Alessandro
Boulevard (S)
1971
1974
1984
1986
1991
1996
No listings were found.
2001
2003
2008
2011
AutoZone
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Address Year Occupant Listing
2016
2020
2022
24440 Alessandro
Boulevard (W)
1971
1974
1984
1986
1991
1996
No listings were found.
2001 Tony's Mobil, Ralph's Grocery Store, McDonald's
Restaurant
2003 Tony's Mobil
2008
2016
2020
2022
Tony's Mobil and multiple commercial and
restaurant tenants, none of which pose a potential
environmental concern
13925 Indian Street (W) 1971
1974
1984
1986
1991
1996
2001
No listings were found.
2003
2008
Hollywood Video
2016
2020
2022
Multiple medical and dental tenants, none of which
pose a potential environmental concern
6.6 Agency Contacts
Per ASTM E1527-21, if the subject property or any of the adjoining properties are identified on one or more of the standard environmental record sources then reasonably ascertainable pertinent regulatory files and/or records associated with the listing should be reviewed in order to obtain sufficient information to assist in determining if a REC, CREC, HREC, or de minimis condition exists in connection with the subject property. If, in the Environmental Professional’s opinion, such a review is not warranted, the Phase I Environmental Site Assessment
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justification for not conducting the regulatory file review must be provided. As an alternative, information from other sources (for example, online regulatory databases, onsite records, User provided records, records from local government agencies, interviews with regulatory officials, or interviews with other individuals knowledgeable about the subject property may be reviewed).
Based on the listings identified in the standard environmental record sources, it is the Environmental Professional's opinion that a file review is required. Apex performed a review of files from the agencies as summarized in the table below.
Apex contacted agencies as summarized in the table below for public information requests including open records and Freedom of Information Act (FOIA). Copies of pertinent open record and FOIA responses and records of communication are provided in the Agency Documents Appendix.
Permits and records on file for the subject property are summarized as follows:
Agency Name
Date
Responded
Records
Available Comments
City of Moreno Valley Apex has not received a response as of the date of this report.
Riverside County
Department of
Environmental Health
04/12/24 No No records were on file.
South Coast Air Quality
Management District
(SCAQMD)
Apex has not received a response as of the
date of this report.
Regional Water Quality
Control Board (RWQCB)
04/11/24 No No records were on file.
Department of Toxic
Substances Control
(DTSC)
04/12/24 No No records were on file.
6.7 Previous Environmental Reports or Other Documents
Apex made requests to the client and the current property owner/site contact regarding the presence of previous environmental reports or other relevant documents for the subject property (e.g., previous Phase I or Phase II ESA, geotechnical report, MSDS, etc.). Copies of any previous reports or relevant documents are included in the Previous Reports Appendices.
No previous environmental reports or other relevant documents were available for review during this Assessment.
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7.0 STANDARD ENVIRONMENTAL RECORDS SOURCES: FEDERAL, STATE,
AND TRIBAL
7.1 Environmental Records
Consistent with ASTM E1527-21, customary and usual practices, specific scope of work terms and conditions (see Section 1.2), and contractual terms and conditions, Apex obtained and reviewed environmental databases and records to characterize the obvious and apparent uses of the subject property and nearby properties. Apex retained ERIS - Environmental Risk Information Services to provide a database and record search report, provided in the Regulatory Database Report Appendix. Apex has reviewed the listings pertaining to the subject property and nearby properties and evaluated whether these listings should be considered RECs, CRECs, HRECs, vapor conditions, and/or de minimis conditions. RECs, CRECs, HRECs, vapor conditions, and/or de minimis conditions are also specifically listed in the Executive Summary and Section 11.0.
Based on the Environmental Professional's review of the databases and resulting opinion, only the following significant and relevant database and record search findings are included for discussion below.
Due to the volume of listings for the surrounding properties only listings which, in the opinion of the Environmental Professional, warrant discussion. The remaining listings are included in the appended database report.
7.1.1 Subject Property Listings
The subject property was not listed on any significant or relevant databases.
7.1.2 Adjoining/Surrounding Properties Listings
Several properties surrounding the subject property were identified in relevant or significant databases.
Apex has reviewed the listings to evaluate their potential to impact the subject property. Pertinent listings are summarized below.
Listing Discussion
Listing Name: Food 4 Less #398
Listing Address: 24440 Alessandro Boulevard
Distance/Orientation: West adjoining, downgradient
Databases: HWG RIVERSIDE
The west adjoining, downgradient property is located approximately 100 feet west of the subject property and is in operation as a grocery store. According to database listings, hazardous waste is generated onsite. Evidence of a release was not identified; therefore, this does not represent a recognized environmental condition.
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Listing Discussion
Listing Name: Circle K Stores #2211304, Mobil #18-A3E
Listing Address: 24440 Alessandro Boulevard
Distance/Orientation: Southwest adjoining, downgradient Databases: HWG RIVERSIDE, HZH RIVERSIDE, UST RIVERSIDE, UST, CERS TANK, EMISSIONS,
RCRA NON GEN, LUST, LOP RIVERSIDE, RCRA SQG, UST SWEEPS, DELISTED TNK The west adjoining, downgradient property is located approximately 98 feet southwest of the subject property and is in operation as a gas station. According to database listings, three gasoline and one diesel underground storage tanks were installed onsite in 1990, approximately 230 feet southwest of the subject property. According to the LUST database listing and Geotracker, soil sampling associated with pipe upgrades was conducted in 2001 and elevated levels of TPH-g, benzene, and methyl tertiary butyl ether (MTBE) were detected and 50 tons of soil was removed from the site. Eight monitoring wells were installed between 2001 and 2004 and three vapor extraction wells (VEW-1 through VEW-3) were installed in 2003. Groundwater monitoring took place between 2001 and 2016 and groundwater was overpurged between 2010 and 2016. The site underwent soil vapor extraction (SVE) treatment between 2004 and 2008.
In the most recent soil sampling event in 2008, confirmation boring samples from 10 to 40 feet bgs in the vadose zone were at or below the detection limits for TPH-g, BTEX, MTBE and tertiary butyl alcohol (TBA).
Remaining soil impacts appeared to be below the water table. In the most recent groundwater sampling event in 2016, maximum concentrations were found to be 1,900 parts per billion (ppb) TPHg from VEW-3,
0.74 ppb benzene from MW-5, non-detect for Naphthalene, and 1,800 ppb MTBE from VEW-3. MW-10 and MW-11 were not sampled due to denied access. Impacts in VEW-2 and VEW-3, located approximately 225 feet southwest and downgradient from the subject property, showed declining trends that were expected to decrease over time. In addition, groundwater was shown to be flowing to the south toward Alessandro Avenue, away from the subject property. The case received closure in 2019.
According to the CERS TANK database, violations associated with waste disposal, site maps, UST monitoring plans, recordkeeping, business plans, emergency response plans, secondary containment, general Riverside County UST permit requirements, leak line detector requirements, annual training, and universal waste were on file between 2014 and 2023. Each violation was corrected. According to the RCRA SCQ database, no violations were on file as of January 2024. No further information was provided by the HZH RIVERSIDE or HWG RIVERSIDE databases. Due to case closure, the distance and orientation of the USTs from the subject property, and direction of groundwater flow on the property, this does not represent a recognized environmental condition.
Listing Discussion
Listing Name: Alessandro Dental Clinic
Listing Address: 13925 Indian Street
Distance/Orientation: West adjoining, downgradient
Databases: HAZNET, MED WST RIVERSIDE
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The west adjoining, downgradient property is located approximately 100 feet west of the subject property and is in operation as a medical and dental office building. According to database listings, medical waste is generated onsite. The facility was listed as inactive with the DTSC as of 2015. Evidence of a release was not identified; therefore, this does not represent a recognized environmental condition.
Listing Discussion
Listing Name: Food 4 Less Fuel Center #398
Listing Address: 24500 Alessandro Boulevard
Distance/Orientation: South adjoining, downgradient
Databases: CERS TANK, EMISSIONS, HWG RIVERSIDE, HZH RIVERSIDE, UST RIVERSIDE, RCRA
LQG, UST
The south adjoining, downgradient property has been in operation as a gas station since 2016. Two gasoline USTs and one diesel UST are currently located onsite, approximately 143 feet south and downgradient from the subject property. Violations were on file between 2015 and 2023 for failure to have a complete UST monitoring plan, failure to maintain interstitial space, failure to have proper leak detection equipment, failure to have a proper pipe monitoring system, failure to meet general Riverside County UST requirements, failure to comply within the permit issued, failure to maintain financial certifications, failure to maintain a facility plot plan, failure to have a spill log onsite, and failure to keep waste manifests.
Each violation was corrected. No violations were on file as of January 2024 according to the RCRA LQG database listing. Evidence of a release was not identified. Due to the recent installation of the onsite USTs and distance and orientation of the USTs from the subject property, this does not represent a recognized environmental condition.
Listing Discussion
Listing Name: AutoZone #5563
Listing Address: 24570 Alessandro Boulevard
Distance/Orientation: South adjoining, downgradient
Databases: C&D DEBRIS RECY, HWG RIVERSIDE, HZH RIVERSIDE, RCRA NON GEN The south adjoining, downgradient property is in operation as AutoZone. According to database listings, hazardous waste including used oil is generated onsite. No records were on file as of January 2024 according to the RCRA NON GEN database listing. Evidence of a release was not identified; therefore, this does not represent a recognized environmental condition.
Orphan Facilities
Orphan facilities are those facilities that could not be mapped due to incomplete or incorrect address/ geocoding information.
The environmental database report identified one orphan facility. This facility was reviewed and determined to not be within the vicinity of the Site.
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7.2 Environmental Liens and Activity and Use Limitations Search Environmental liens and Activity and Use Limitations (AULs) can commonly be found within recorded land title records (e.g., County Recorder/Registry of Deeds). The types of title reports that may disclose environmental liens and AULs include Preliminary Title Reports, Title Commitments, Condition of Title, and Title Abstracts. Chain-of-title reports will not normally disclose environmental liens or AULs that are imposed by judicial authorities may be recorded or filed in judicial records only.
Reviewing land title records for AULs and environmental liens (or judicial records where applicable) is a user responsibility and includes engineering and institutional controls. Apex notes the following:
Were the results of the User's search for
environmental liens and AULs received?
N/A
Were environmental liens and AULs noted in the
User-provided search results?
N/A
Was Apex contracted to order an environmental
lien/ AUL search? If yes, were environmental
liens or AULs identified?
As a part of the approved scope of services, PS
Southern California One, LLC, a Delaware limited
liability company, Public Storage Operating
Company, a Maryland real estate investment
trust, Public Storage, a Maryland real estate
investment trust, and its affiliates requested that
Apex perform an environmental lien and
AUL search on its behalf.
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8.0 TIER 1 VAPOR ENCROACHMENT SCREEN (VES)
Apex conducted a Tier 1 VES during the Phase I ESA. The VES was conducted in accordance with ASTM E2600-15, Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions. The methods and terms are as defined in the ASTM standard.
The goal of a VES is to identify a vapor encroachment condition (VEC) at a subject property. A VEC is defined as the presence or likely presence of chemicals of concern (COC) vapors in the subsurface of a subject property caused by the release of vapors from contaminated soil or groundwater either on or near the subject property.
Information was obtained with respect to the following: planned additional structures; and significant natural or man-made “preferential pathways” of potential vapor migration. This information is summarized below:
• No information was provided on plans for the construction of additional buildings. The planned use for the subject property is development of a self-storage facility. • The subject property is not connected to utilities.
• Based on available information soil was found to be Hanford coarse sandy loam and Greenfield sandy loam and groundwater was found to be approximately 33 feet below ground surface (bgs) in the vicinity of the subject property.
8.1 Tier 1 Screen Evaluation
An evaluation of that information includes two tests: 1) a search distance test to evaluate the proximity of the target property to known or suspected “contaminated properties”, and 2) a chemicals of concern test to determine the likely presence of COCs at the subject or properties within the area of concern (AOC).
In evaluating the data, the distance and proximity to potentially contaminated offsite properties must be evaluated, including whether they are up-, cross-, or down-gradient relative to the subject property. A brief summary of relevant information considered for the Tier 1 screening follows:
Location of
Suspect
Contaminated
Properties Type of COC
Orientation
from Subject
Property Comments
Does
VEC
exist?
Mobil
#18-A3E
24440
Alessandro
Boulevard
Petroleum
hydrocarbons
Approximately
100 feet
southwest,
downgradient
The west adjoining,
downgradient property is
located approximately 98 feet
southwest of the subject
property and is in operation as a
gas station. According to
database listings, three gasoline
and one diesel underground
storage tanks were installed
onsite in 1990, approximately
No
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Location of
Suspect
Contaminated
Properties Type of COC
Orientation
from Subject
Property Comments
Does
VEC
exist?
230 feet southwest of the
subject property. According to
the LUST database listing and
Geotracker, soil sampling
associated with pipe upgrades
was conducted in 2001
and elevated levels of TPH-g,
benzene, and MtBE were
detected and 50 tons of soil was
removed. The most recent
groundwater sampling event in
2016 showed declining trends
that were expected to decrease
over time. In addition,
groundwater was shown to be
flowing to the south toward
Alessandro Avenue, away from
the subject property. The case
received closure in 2019.
8.2 Tier 1 Screening Findings
The vapor encroachment screen process has been completed in accordance with the Standard. Based on Apex's evaluation a VEC does not exist at the subject property.
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9.0 INTERVIEWS
Apex interviewed selected individuals associated with the subject property. The purpose of the interview(s) was to obtain additional information related to 1) the current and past operations at the subject and/ or adjoining properties that may result in recognized environmental conditions, and 2) the presence of Proceedings Involving the Property (e.g., litigation, regulatory agency rulings, violations, etc.).
9.1 Interview with Owner or Manager
Apex was unable to conduct an interview for this Assessment.
9.2 Interviews with Others
Previous owners were not interviewed during this assessment, because adequate information was obtained from other sources during this assessment.
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10.0 DATA GAPS
The ASTM Standard requires that the report identify the following: 1) obvious uses of the Site since 1940 or first development, whichever is earlier; and 2) significant “data gaps” which affect the ability of the Environmental Professional to identify RECs. A data gap by itself is not inherently significant. Apex identified the following data gaps in this assessment:
Data Gaps Significance
Apex has not received a response back from all government agencies and considers this a data gap. Based on the current and/or historical use of the Site and findings of this report, Apex does not consider this a significant data gap.
Not
Significant
Available historical information did not enable Apex to identify the first developed use of the Site and/or at approximate 5-year intervals to the present. Apex interprets this as a data gap. Based on the current and/or historical use of the Site and findings of this report, Apex does not consider this a significant data gap.
Not
Significant
An environmental lien and AUL search was not provided by the User to Apex for review during this assessment and was not performed by Apex as part of the scope of services for this assessment. Based on the ASTM Standard requirements, Apex interprets the lack of environmental lien and AUL search as a data gap for this Phase I ESA. Based on the current and/or historical use of the Site and findings of this report, Apex does not consider this a significant data gap.
Not
Significant
Apex was unable to complete an interview with the Site owner or a key site manager.
This is not considered a significant data gap.
Not
Significant
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11.0 FINDINGS, OPINIONS, CONCLUSIONS AND RECOMMENDATIONS Apex has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E1527-21 of the CA24007 property located at Alessandro Boulevard and Indian Street in Moreno Valley, California (the “subject property”). Any exceptions to, or deletions from, this practice are described in Section 1.4 of this report. This section presents a summary of available information on known or suspected recognized environmental conditions, historical recognized environmental conditions and de minimis conditions (if any) at the subject property. It also includes Apex's opinion and rationale for concluding that a condition is, or is not, currently a recognized environmental condition. Based on a review of the information presented in this Assessment, Apex presents the following relevant findings and opinions:
• Former Agricultural Use - Based on the review of historical aerial photographs, the subject property was observed in agricultural use from at least 1938 to 1997. Given this usage, it is possible that pesticides and/or herbicides were once used onsite and residual amounts may remain. Based on Apex's experience in sampling soils for residual pesticides and/or fertilizers that have been applied in conjunction with normal agricultural activities and the length of time since agricultural activity occurred onsite, the likelihood that residual chemicals will be found above cleanup levels is low. Based on this evaluation, it is Apex's opinion that the potential past use of pesticides and/or fertilizers does not present a recognized environmental condition to the subject property.
• Tier 1 Vapor Encroachment Screen – Apex has conducted a Tier 1 Vapor Encroachment Screen, in accordance with ASTM Standard E2600-15. Based on Apex's review of available information, a vapor encroachment condition at the subject property does not exist. • Additional Facilities in General Area of Subject Property - Facilities in the general area of the subject property were identified on the databases reviewed for this report (i.e., within ASTM-specified distances). However, it is Apex's opinion these facilities do not represent a significant threat of impact to the subject property. This opinion is supported by one or more of the following: intervening distance and/or orientation relative to the subject property; surface topography; known or suspected groundwater flow direction; regulatory status (e.g., only hold an operating permit [which does not imply a release], have been issued “No Further Action” status by the appropriate regulatory agency); and/or other available information. Accordingly, based on available information, it is Apex's opinion these facilities do not represent a recognized environmental condition, as defined by ASTM, with respect to the subject property.
This assessment has revealed no evidence of recognized environmental conditions (RECs), controlled recognized environmental conditions (CRECs), historical recognized environmental conditions (HRECs), or de minimis conditions in connection with the subject property, as follows:
Type of Concern Conclusions
Recognized Environmental
Condition (REC)
Apex did not identify RECs associated with the subject property.
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Type of Concern Conclusions
Controlled Recognized
Environmental Condition
(CREC)
Apex did not identify CRECs associated with the subject property.
Institutional Controls (ICs) and/
or Engineering Controls (ECs)
Apex did not identify ICs/ECs associated with the subject property.
Historical Recognized
Environmental Conditions
(HRECs)
Apex did not identify HRECs associated with the subject property.
De Minimis Conditions Apex did not identify de minimis conditions associated with the subject property.
Vapor Encroachment
Condition (VEC)
Apex did not identify a vapor encroachment condition associated with the subject property.
Business Environmental Risk
(BER)
Apex did not identify BERs associated with the subject property.
Non-ASTM Considerations Non-ASTM considerations were not included in this assessment's scope of services.
Significant data gaps Apex did not identify significant data gaps associated with the subject property.
Recommendations Based on the results of this Assessment, no further action is necessary.
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12.0 SIGNATURES
This report was prepared, by the following:
Brandy Coats
Scientist I
Health, Safety and Environmental Services
Signal Hill Regional Office
Apex Companies, LLC
This report was prepared, under the responsible charge of the Environmental Professional noted below:
Environmental Professional’s Certification:
I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in §312.10 of 40 CFR 312. I have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property.
I have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312.
Shannon Gillespie
Program Manager
Health, Safety and Environmental Services
Signal Hill Regional Office
Apex Companies, LLC
April 22, 2024
Phase I Environmental Site Assessment
CA24007
Alessandro Boulevard and Indian Street
Moreno Valley, California
Project No. PUB005-0313063-24005687
Phase I Environmental Site Assessment
Alessandro Boulevard and Indian Street, Moreno Valley, California PUB005-0313063-24005687
April 22, 2024
30 3595
13.0 SOURCES AND REFERENCES
Documents & Previous Reports Reviewed
ASTM International, “Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transaction,” ASTM Designation E2600-15
ASTM International, "Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process," ASTM Designation E1527-21
Radius Map Report, ERIS, Inc. and Physical Setting Report City Directories, obtained from ERIS: 1971 through 2022 Aerial photographs, obtained from ERIS: 1938 through Date Historic topographic maps, obtained from ERIS: 1942 through 2021 Fire insurance maps, not available from ERIS
Geotracker
U.S. Geological Survey (USGS) 7.5-minute Topographic Map of Riverside East-Sunnymead, CA, 2021
Phase I Environmental Site Assessment
Alessandro Boulevard and Indian Street, Moreno Valley, California PUB005-0313063-24005687
April 22, 2024
31 3596
Site Plan
3597
SITE LOCATION
CA24007
ALESSANDRO BOULEVARD & INDIAN STREET
MORENO VALLEY, CA
1 PORTION OF 7.5-MINUTE
(TOPOGRAPHIC) MAP
UNITED STATES DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
N
FIGURE
SUNNYMEAD-RIVERSIDE EAST
QUADRANGLE (2021)
SUBJECT
PROPERTY
SCALE
PRJ NO.
DATE
NOT TO SCALE
PUB005-0313063-
24005687
APRIL 5, 2024
3598
Site and Vicinity Plan
3599
SCALE
DATE
LEGEND
SUBJECT PROPERTY BOUNDARY N
SITE VICINITY & SURROUNDING PROPERTIES
CA24007
ALESSANDRO BOULEVARD & INDIAN STREET
MORENO VALLEY, CA
2 FIGURE NOT TO SCALE
APRIL 5, 2024
PRJ NO. PUB005-0313063-
24005687
FOOD4LESS
FUEL CENTER
RESIDENTIAL
ALESSANDRO BOULEVARD
INDIAN STREET
AUTOZONE
MOBIL
GAS STATION
MEDICAL &
DENTAL CLINIC
FOOD4LESS
SECURCARE
SELF STORAGE
3600
Photographs
3601
1 - View of the subject property, facing northeast.
2 - View of the subject property, facing east.
Phase I Environmental Site
Assessment
Alessandro Boulevard and Indian
Street, Moreno Valley, California
PUB005-0313063-24005687
April 22, 2024
1 3602
3 - View of a gas pipeline marker on the northwest portion of the subject property. 4 - View of the subject property, facing north.
Phase I Environmental Site
Assessment
Alessandro Boulevard and Indian
Street, Moreno Valley, California
PUB005-0313063-24005687
April 22, 2024
2 3603
5 - View of the drainage swale located on the southwestern portion of the subject property. 6 - View of the subject property, facing east.
Phase I Environmental Site
Assessment
Alessandro Boulevard and Indian
Street, Moreno Valley, California
PUB005-0313063-24005687
April 22, 2024
3 3604
7 - View of the subject property, facing southeast.
8 - View of the subject property, facing south.
Phase I Environmental Site
Assessment
Alessandro Boulevard and Indian
Street, Moreno Valley, California
PUB005-0313063-24005687
April 22, 2024
4 3605
9 - View of trash located along the western portion of the subject property. 10 - View of traffic utility access.
Phase I Environmental Site
Assessment
Alessandro Boulevard and Indian
Street, Moreno Valley, California
PUB005-0313063-24005687
April 22, 2024
5 3606
11 - View of the north adjoining property, facing north. 12 - View of the residential area adjoining the subject property to the east.
Phase I Environmental Site
Assessment
Alessandro Boulevard and Indian
Street, Moreno Valley, California
PUB005-0313063-24005687
April 22, 2024
6 3607
13 - View of the south adjoining property, facing north. 14 - View of the south adjoining property, facing south.
Phase I Environmental Site
Assessment
Alessandro Boulevard and Indian
Street, Moreno Valley, California
PUB005-0313063-24005687
April 22, 2024
7 3608
15 - View of the southwest adjoining property, facing east. 16 - View of the west adjoining property, facing southeast.
Phase I Environmental Site
Assessment
Alessandro Boulevard and Indian
Street, Moreno Valley, California
PUB005-0313063-24005687
April 22, 2024
8 3609
17 - View of Indian Street to the west of the subject property, facing north.
Phase I Environmental Site
Assessment
Alessandro Boulevard and Indian
Street, Moreno Valley, California
PUB005-0313063-24005687
April 22, 2024
9 3610
Resumes
3611
Brandy Coats
SCIENTIST I
1 • Brandy Coats
Ms. Coats conducts Phase I Environmental Site Assessments (ESAs) for various financial, real estate, industrial, and commercial clients. Using American Society for Testing Materials (ASTM) standard practices as a guideline, Ms. Coats has conducted Phase I ESAs of industrials sites, commercial buildings, and undeveloped land throughout California, Arizona, and Nevada. These have included performing historical research, interviewing owners, occupants, and local government officials, and generating reports. Ms. Coats also has participated in all phases of asbestos and lead projects. In addition to assessing potential environmental conditions, Ms. Coats participates in Phase II investigative activities, including soil sampling, groundwater sampling, and soil vapor sampling.
Education
MS, Geology, California State University, Long Beach (2021) BS, Geology, University of California, Riverside (2017) Professional Registrations/Certification/Training
• CDPH-Certified Lead Inspector/Assessor (LRC-00010028) • 40-Hour OSHA Hazwoper Trained (174066)
• Asbestos Initial Building Inspector Course
• Asbestos Contractor/Supervisor Course
• Mold Remediation Contractor Course
• U.S. Environmental Protection Agency (EPA) Mold Web Course General Experience
2021 – Present Scientist I • Apex Companies, LLC
Project Experience
Phase I Environmental Site Assessment (ESAs) – Public Storage/DeNova Homes Ms. Coats has conducted various Phase I ESAs throughout California, Arizona, and Nevada to satisfy due diligence investigations for real estate transactions, banks, real estate investment companies, developers, and property owners. Ms.
Coats has conducted site inspections and investigated surrounding property usage; reviewed relevant regulatory files for investigations at the site or in the immediate area; and surveyed past site and surrounding property uses using aerial photographs, city directories, fire insurance maps, and government records.
Phase II Subsurface Investigations
Conducted a variety of activities associated with Phase II Subsurface Investigations. This includes hand augering and overseeing direct push drillers to collect soil, groundwater, and soil vapor samples to be analyzed for contaminants of concern such as petroleum products, volatile organic compounds (VOCs), heavy metals, pesticides, and polychlorinated biphenyls (PCBs). These investigations include keeping detailed logs of the lithology description, data quality control, and generating reports.
3612
Brandy Coats
Scientist I
2 • Brandy Coats
Asbestos and Lead Surveys
Conducted a variety of asbestos- and lead-related services. Asbestos services include collecting bulk samples for the demolition of structures to limited surveys for future renovations and pipeline abatement. Additionally, Ms. Coats conducts area and personal air monitoring as well as oversight for asbestos abatement work. Lead services include surveys for suspect lead paints by paint chip collection and XRF analyzer for direct readings of lead content. Work mentioned within this section commonly includes keeping detailed daily activity and sampling logs, attending daily construction meetings, and writing final report submittals for the client. 3613
Shannon Gillespie
DUE DILIGENCE PROGRAM MANAGER
1 • Shannon Gillespie
Ms. Gillespie has over 30 years of technical experience in conducting environmental assessments and currently works on a national basis to maintain quality and consistency between offices. Ms. Gillespie supervises staff responsible for conducting Phase I Environmental Site Assessments (ESAs) and subsequent subsurface investigations, as well as asbestos and lead assessments, and has final review of project deliverables. She interacts with clients and is responsible for assuring report timeliness and maintaining project budgets. She prepares Phase I and subsurface investigation proposals and conducts business development.
She has coordinated, managed, and conducted Phase I Environmental Assessments of residential, commercial, and industrial properties as part of real estate transactions for due diligence investigations.
Ms. Gillespie also reviews environmental assessment reports for many diverse clients to assess business risk and assists clients in the preparation of Materials Management Plans. Additionally, she conducts Phase II and Phase III assessments to locate and determine the extent of soil and groundwater contamination.
Her responsibilities include soil boring installation, developing site-specific work plans and health and safety plans, interpreting analytical results, estimating volumes of impacted soil and groundwater, estimating remediation costs and report preparation.
Project Experience
Due Diligence Work • Self Storage Facility Company • Nationwide Locations Managed the completion of hundreds of assessments, including large portfolios, for a national selfstorage facility company since 2019 to satisfy due diligence. Completion of the project, which included Phase I ESAs, subsurface investigations, No Action Determinations, and asbestos and lead surveys, required the coordination of staff from Apex offices across the nation. All fieldwork and written reports had to be completed within a quick turnaround and within a tight budget. She solely maintained client contact and reviewed all deliverables prior to submittal to client.
CERCLA Preliminary Assessment – State of California Real Estate Division • Los Alamitos, CA Prepared a CERCLA preliminary assessment for a 1,300-acre Department of Defense and California Army National Guard installation (Los Alamitos Armed Forces Reserve Center). The assessment included: a review of available files, personnel interviews, onsite and offsite reconnaissance, historical aerial photograph review and survey of potential sources of past and current contamination and contaminant sources. The preliminary assessment indicated that past and present operations at the installation had involved in use, storage, treatment, spillage, leakage, and disposal of materials and/or wastes that are now considered hazardous. These materials and wastes were used in a variety of aircraft and vehicle maintenance, fuel storage, landfilling, aircraft-washing, and other facility activities and operations. Based on this information, potential areas of concern at the installation requiring site investigation activities were identified. The Preliminary Assessment was conducted using guidelines developed by the U.S.
Environmental Protection Agency (EPA), Waste Management Division, Region IX and California Department of Toxic Substances (DTSC).
3614
Shannon Gillespie
DUE DILIGENCE PROGRAM MANAGER
2 • Shannon Gillespie
The Site Investigation included twelve potential areas of concern identified in the Preliminary Assessment.
The areas included two landfills, a flight line area, revetments, fuel tank farms, former rifle ranges, clarifiers, munitions bunkers, agricultural areas and a wastewater treatment plant. Investigation included the collection of air, surface water, groundwater, soil and soil vapor samples to assess the presence of various contaminants that were identified in the previous assessments. Integral member of the team in the evaluation of data collected during the SI and generation of the remedial investigation work plan, health and safety plan, quality assurance project plan, and field sampling plan.
Phase I Environmental Site Assessment (ESAs) • Lending Institute • CA, TX, AZ Supervised the completion of a 45-site portfolio, as well as many other Phase Is, for a major lending institute to satisfy due diligence. The sites were located in California, Texas, and Arizona and required the coordination of staff from three other offices. All field work and written reports had to be completed within a four-week period of time and within a tight budget. She solely maintained client contact and reviewed all deliverables prior to submittal to client. Some of the projects required subsequent Phase II investigations based on findings during the Phase I.
Phase I Environmental Site Assessment /Due Diligence Work • Cellular Communications Company •
CA, HI, CO, MT, NV
Managed the completion of over 1,000 assessments for a cellular communications company since 2001 to satisfy due diligence. Completion of the project, which included Phase I ESAs, NEPA work, subsurface investigations, materials management plans, oversight of ground disturbance and asbestos and lead surveys, required the coordination of staff from five other offices. All fieldwork and written reports had to be completed within a quick turnaround and within a tight budget. She solely maintained client contact and reviewed all deliverables prior to submittal to client.
Education
• BS, Chemistry, Arizona State University (1986)
Professional Registrations/Certification/Training
• Registered Environmental Property Assessor
• Certified Environmental Specialist (13564)
• OSHA 40-Hour HAZWOPER (with annual 8-hour refresher)
3615
User Questionnaire
3616
USER/CLIENT QUESTIONNAIRE
To be returned to Apex with the authorized proposal
This Questionnaire is required to be completed by the User/Client.
GENERAL INFORMATION
User/Client Name(s):
Property Name and
Address (Include
known current and
former address[es]
and parcel no.):
Property Acreage:
Current Property Type
(Designate property
type and list current
tenants [business
name and type of
operation]):
Residential: __
Commercial: __
Industrial: __
Other: __
Type of Property
Transaction with
respect to User
(Designate one):
Purchase: __
Lease: __
Other (provide further information): __
Reason Phase I is
Required (Check all
that apply):
Landowner Liability Protections (e.g. Innocent Landowner Defense): __ Evaluation of Business Risk: __
Other (list): __
(Note: If no reason is given it is assumed that this assessment is being performed to satisfy one of the requirements for Landowner Liability Protections to CERCLA liability.
Site Owner/ Contact(s)
(Name and phone
number):
Please provide the above information as well as a site plan (ALTA Survey, if available) which clearly designates the boundaries of the subject property for purposes of this Phase I ESA. A list of other Helpful Documents is included with the proposal.
PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates.
Alessandro & Indian St. Moreno Valley, CA Project / CA24007 x self-storage facilities
x
x
x
•
• Cherry Miao; [email protected]
• Brian Ulrich; [email protected]
3617
Providing the following information (if available) to the environmental professional (Apex) is one of the requirements to qualify for one of the Landowner Liability Protections (LLPs) offered under CERCLA. Missing or incomplete information could result in a determination that “all appropriate inquiry” is not complete. If further information is desired regarding these issues, Apex recommends you consult with an Environmental Attorney.
REQUIRED INFORMATION
The citation at the end of each item (e.g., 40 CFR 312.XX) is the section of EPA’s November 1, 2005 AAI Final Rule which discusses that item. The ASTM Standard requires that reasonably ascertainable recorded land title records that are filed under federal, tribal, state and local law should be reviewed to determine the presence of Environmental Liens and Activity and Use Limitations (AULs) that are currently recorded against the property. This should also include a review of Environmental Liens and AULs that are imposed by judicial authorities and recorded/filed in judicial records. The Standard recommends that the User retain a title company or title professional to undertake a review of recorded land title records. Furthermore, the User is to provide any actual knowledge on Environmental Liens and AULs, as well as other selected information regarding recognized environmental conditions, to the environmental professional.
1. Environmental cleanup liens that are filed or recorded against the site (40 CFR 312.25).
Given the above requirement, are you aware of any environmental cleanup liens against the property that are filed or recorded under federal, tribal, state or local law? (Check One) No: __
Yes (If “Yes” provide further information): __
(Note: If you desire that Apex retain a title company/title professional on your behalf to review reasonably ascertainable recorded land title records for the presence of environmental cleanup liens and AULs currently recorded against the property please designate such on the Proposal Acceptance Agreement)
2. Activity and land use limitations (AULs) that are in place on the site or that have been filed or recorded in a registry (40 CFR 312.26).
Given the above requirement, are you aware of any AULs, such as engineering controls, land use restrictions or institutional controls that are in place at the site and/or have been filed or recorded in a registry under federal, tribal, state or local law? (Check One) No: __
Yes (If “Yes” provide further information): __
x
x
3618
3. Specialized knowledge or experience of the person seeking to qualify for the LLP (40 CFR 312.28).
As the user of this ESA do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business? (Check One)
No: _x_
Yes (If “Yes” provide further information): __
4. Relationship of the purchase price to the fair market value of the property if it were not contaminated (40 CFR 312.29).
Does the purchase price being paid for this property reasonably reflect the fair market value of the property? If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property? Yes: __
No (If “No” provide further information): __
Not Applicable (e.g., transaction is a lease): __
3619
5. Commonly known or reasonably ascertainable information about the property (40 CFR 312.30).
Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases?
No: __
Yes (If “Yes” provide further information): __
For example, as user,
(a.) Do you know the past uses of the property?
No: __
Yes (If “Yes” provide further information): __
(b.) Do you know of specific chemicals that are present or once were present at the property? No: __
Yes (If “Yes” provide further information): __
(c.) Do you know of spills or other chemical releases that have taken place at the property? No: __
Yes (If “Yes” provide further information): __
(d.) Do you know of any environmental cleanups that have taken place at the property? No: __
Yes (If “Yes” provide further information): __
6. The degree of obviousness of the presence or likely presence of contamination at the property and the ability to detect the contamination by appropriate investigation (40 CFR 312.31).
As the user of this ESA, based on your knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of contamination at the property?
No: __
Yes (If “Yes” provide further information): __
x
x
3620
7. Proceedings involving the property (ASTM E 1527-13 § 10.9).
Are you aware of any of the following:
(a.) Any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the property?
No: __x
Yes (If “Yes” provide further information): __
(b.) Any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on, or from the property? No: __
Yes (If “Yes” provide further information): __
(c.) Any notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products? No: __
Yes (If “Yes” provide further information): __
SIGNATURE
It is understood that the information presented in this form is an integral part of the Phase I ESA process and that Apex will evaluate and rely on this information in the development of the final Phase I ESA report.
Questionnaire Prepared
By:
Print/Type Name:
Title:
Company:
Date:
x
x
Public Storage
Sharon Linder
Vice President, Assistant General Counsel
4/2/24
3621
Aerial Photographs
3622
3623
3624
3625
3626
3627
3628
3629
3630
3631
3632
3633
3634
3635
3636
3637
3638
3639
3640
3641
3642
3643
3644
Topographic Maps
3645
Project Property:
Project No:
Requested By:
Order No:
Date Completed:
PS - Moreno Valley, CA
Alessandro Boulevard and Indian Street
Moreno Valley CA 92553
PUB005-0313063-24005687
Apex Companies, LLC
24040201254
April 03, 2024
3646
Topographic Map Symbology for the maps may be available in the following documents:
Pre-1947
1947-2009
2009-present
Topographic Maps included in this report are produced by the USGS and are to be used for research purposes including a phase I report.
Maps are not to be resold as commercial property.
No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Inc.(in the US) and ERIS Information Limited Partnership (in Canada), both doing business as 'ERIS', using Topographic Maps produced by the USGS.
This maps contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein.
Although ERIS has endeavored to present you with information that is accurate, ERIS disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report.
Topographic Map Symbols
US Topo Map Symbols
We have searched USGS collections of current topographic maps and historical topographic maps for the project property. Below is a list of maps found for the project property and adjacent area. Maps are from 7.5 and 15 minute topographic map series, if available.
Year Map Series
2021 7.5
2018 7.5
2015 7.5
1980 7.5
1973 7.5
1967 7.5
1953 7.5
1943 15
1942 15
3647
2 021
Source:USGS7.5MinuteTopographicMap
OrderNo.24040201254
00.1250.250.5M
iles
Sunnymead,CA
RiversideEast,CA
¯
AvailableQuadrangle(s):
Sunnymead
Riverside
East
3648
2 018
Source:USGS7.5MinuteTopographicMap
OrderNo.24040201254
00.1250.250.5M
iles
Sunnymead,CA
RiversideEast,CA
¯
AvailableQuadrangle(s):
Sunnymead
Riverside
East
3649
2 015
Source:USGS7.5MinuteTopographicMap
OrderNo.24040201254
00.1250.250.5M
iles
Sunnymead,CA
RiversideEast,CA
¯
AvailableQuadrangle(s):
Sunnymead
Riverside
East
3650
(1
-1980)
AerialPhotoYear:1978
PhotoRevisionYear:1980
(2-1980)
AerialPhotoYear:1978
PhotoRevisionYear:1980
1980
Source:USGS7.5MinuteTopographicMap
OrderNo.24040201254
00.1250.250.5M
iles
Sunnymead,CA
(1-1980)
RiversideEast,CA
(2-1980)
¯
AvailableQuadrangle(s):
Sunnymead
Riverside
East
3651
(1
-1967)
AerialPhotoYear:1966
(2-1973)
1973
AerialPhotoYear:1973
Source:USGS7.5MinuteTopographicMap
OrderNo.24040201254
00.1250.250.5M
iles
Sunnymead,CA
(2-1973)
RiversideEast,CA
(1-1967)
¯
AvailableQuadrangle(s):
Sunnymead
Riverside
East
3652
(1
-1967)
AerialPhotoYear:1966
(2-1967)
1967
AerialPhotoYear:1966
Source:USGS7.5MinuteTopographicMap
OrderNo.24040201254
00.1250.250.5M
iles
Sunnymead,CA
(1-1967)
RiversideEast,CA
(2-1967)
¯
AvailableQuadrangle(s):
Sunnymead
Riverside
East
3653
(1
-1953)
AerialPhotoYear:1951
(2-1953)
1953
AerialPhotoYear:1951
Source:USGS7.5MinuteTopographicMap
OrderNo.24040201254
00.1250.250.5M
iles
Sunnymead,CA
(1-1953)
RiversideEast,CA
(2-1953)
¯
AvailableQuadrangle(s):
Sunnymead
Riverside
East
3654
(1
-1943)
AerialPhotoYear:1939
(2-1943)
1943
AerialPhotoYear:1939
Source:USGS15MinuteTopographicMap
OrderNo.24040201254
00.1250.250.5M
iles
Perris,CA
(1-1943)
Riverside,CA
(2-1943)
¯
AvailableQuadrangle(s):
Perris
Riverside
3655
(1
-1942)
AerialPhotoYear:1939
(2-1942)
1942
AerialPhotoYear:1939
Source:USGS15MinuteTopographicMap
OrderNo.24040201254
00.1250.250.5M
iles
Perris,CA
(2-1942)
Riverside,CA
(1-1942)
¯
AvailableQuadrangle(s):
Perris
Riverside
3656
Fire Insurance Maps
3657
Project Property:
Project No:
Requested By:
Order No:
Date Completed:
PS - Moreno Valley, CA
Alessandro Boulevard and Indian Street
Moreno Valley CA 92553
PUB005-0313063-24005687
Apex Companies, LLC
24040201254
April 03, 2024
Please note that no information was found for your site or adjacent properties. 3658
City Directories
3659
Project Property: PS - Moreno Valley, CA
Alessandro Boulevard and Indian Street
Moreno Valley,CA 92553
Project No: PUB005-0313063-24005687
Requested By: Apex Companies, LLC
Order No: 24040201254
Date Completed: April 09, 2024
3660
April 09, 2024
RE: CITY DIRECTORY RESEARCH
Alessandro Boulevard and Indian Street
Moreno Valley,CA 92553
Thank you for contacting ERIS for an City Directory Search for the site described above. Our staff has conducted a reverse listing City Directory search to determine prior occupants of the subject site and adjacent properties. We have provided the nearest addresses(s) when adjacent addresses are not listed. If we have searched a range of addresses, all addresses in that range found in the Directory are included.
Note: Reverse Listing Directories generally are focused on more highly developed areas. Newly developed areas may be covered in the more recent years, but the older directories will tend to cover only the "central" parts of the city.To complete the search, we have either utilized the ACPL, Library of Congress, State Archives, and/or a regional library or history center as well as multiple digitized directories.These do not claim to be a complete collection of all reverse listing city directories produced.
ERIS has made every effort to provide accurate and complete information but shall not be held liable for missing, incomplete or inaccurate information.To complete this search we used the general range(s) below to search for relevant findings. If you believe there are additional addresses or streets that require searching please contact us at 866-517-5204.
Search Criteria:
24400-24700 of Alessandro Blvd
13700-14100 of Indian St
Search Notes:
3661
Search Results Summary
Date Source Comment
2022 DIGITAL BUSINESS DIRECTORY
2020 DIGITAL BUSINESS DIRECTORY
2016 DIGITAL BUSINESS DIRECTORY
2011 DIGITAL BUSINESS DIRECTORY
2008 DIGITAL BUSINESS DIRECTORY
2003 DIGITAL BUSINESS DIRECTORY
2001 HAINES
1996 HAINES
1991 HAINES
1986 HAINES
1984 HAINES
1977 HAINES
1974 HAINES
1971 HAINES
3662
2022 ALESSANDRO BLVD
SOURCE: DIGITAL BUSINESS DIRECTORY
2022 ALESSANDRO BLVD
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 3
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
78 total records. Part 1 of 2
24150 FLAVA SALON...BEAUTY SALONS
24150 H R STAFFING...PERSONNEL CONSULTANTS
24150 LEADING EDGE LEARNING CTR...EDUCATIONAL CONSULTANTS 24150 LEADING EDGE LEARNING CTR...TUTORING
24150 NEW AGAIN THRIFT...THRIFT SHOPS
24150 QWICK PICK...LIQUORS-RETAIL
24150 SWIFTCLEAR CREDIT...NONCLASSIFIED ESTABLISHMENTS
24430 ALLESANDRO COIN LAUNDRY...LAUNDRIES-SELF SERVICE
24430 AZTEC INSURANCE SVC...INSURANCE-AUTOMOBILE
24430 AZTEC INSURANCE SVC...CREDIT UNIONS
24430 AZTEC INSURANCE SVC...INSURANCE
24430 BEAUTY SPOT...BEAUTY SALONS
24430 BEAUTY SPOT...BEAUTY SALONS-EQUIPMENT & SUPLS (W HLS) 24430 HAYEK, EZABELLE DMD...DENTISTS
24430 KUSH KINGS...NONCLASSIFIED ESTABLISHMENTS
24430 LA MICHOACANA ICE CREAM...SNACK & NONALCOHOLIC BEVERAGE BARS 24430 OVERHEAD MORENO VLY GRGE DOOR...DOORS-GARAGE
24430 RAMONA SMOKE SHOP...CIGAR CIGARETTE & TOBACCO DEALERS-RETAIL 24430 RANCHO DENTAL GROUP...DENTISTS
24430 RANCHO DENTAL GROUP...FEDERAL GOVERNMENT CONTRACTORS 24430 RED PERSIMMON NAILS & SPA...MANICURING
24430 SAL THE PIZZA MAN...RESTAURANTS
24430 SOBERO, PABLO MD...PHYSICIANS & SURGEONS
24430 XPRESSION...CLOTHING-RETAIL
24440 CHURCH'S CHICKEN...CAFES
24440 CHURCH'S CHICKEN...FOODS-CARRY OUT
24440 CHURCH'S CHICKEN...RESTAURANTS
24440 FOOD 4 LESS...GROCERS-RETAIL
24440 FOOD 4 LESS...CONVENIENCE STORES
24440 KEY ME...MARINE ENGINES-REPAIRING
24440 MC DONALD'S...FOODS-CARRY OUT
24440 MC DONALD'S...RESTAURANTS
24440 MC DONALD'S...CAFES
24440 MONEYTREE...PAYDAY LOANS
24440 TONY'S MOBIL...DIAGNOSTIC IMAGING CENTERS
24440 TONY'S MOBIL...SERVICE STATIONS-GASOLINE & OIL
24440 TONY'S MOBIL...ALTERNATIVE FUELS
24481 BEAUTY TRENDZ...BEAUTY SALONS
24491 ABC FOOD STORE...GROCERS-RETAIL
24500 MORENO VALLEY FUEL CTR...SERVICE STATIONS-GASOLINE & OIL 24500 MORENO VALLEY FUEL CTR...OILS-FUEL (W HLS)
24515 MVP BEAUTY PLUS...BEAUTY SALONS
24525 CCS TITLE LOAN SVC LOANMART...VEHICLE & DRIVERS LICENSING SERVICES 24525 CONTINENTAL CURRENCY SVC...CHECK CASHING SERVICE
24525 CONTINENTAL CURRENCY SVC...MONEY ORDER SERVICE
24525 PRO VACUUM & JANITORIAL STORE...FLOOR W AXING POLISHING/CLNG
MTRLS (W HLS)
24525 PRO VACUUM JANITORIAL STORE...MISCELLANEOUS RETAIL STORES NEC 24525 VALLEY JEWELRY LOAN...PAW NBROKERS
24525 WESTERN UNION...MONEY TRANSFER SERVICE
24541 MORENO FAMILY DONUTS...DOUGHNUTS
24553 APPLE FLORIST...FLORISTS-RETAIL
24555 ORULA BOTANICA...RELIGIOUS GOODS
24561 ANTHONY Y DEZA INC...DENTISTS
24563 LILY HAIR & NAILS...BEAUTY SALONS
24565 SMARTAGUA...NONCLASSIFIED ESTABLISHMENTS
24570 AUTOZONE...AUTOMOBILE REPAIRING & SERVICE
24570 AUTOZONE...AUTOMOBILE PARTS & SUPPLIES-RETAIL-NEW 24570 AUTOZONE...BATTERIES-STORAGE-RETAIL
24645 MASTER JEWELERS...W ATCHES-REPAIRING
24645 MASTER JEWELERS...PAW NBROKERS
24647 H&R BLOCK...TAX SCHOOLS & COURSES
24647 HAIR PLUS SALON...HEALTH SPAS
24647 HAIR PLUS SALON...BEAUTY SALONS
24649 TOP BEAUTY SALON...BEAUTY SALONS
24651 BIRRIERIA TACOS MI NEGRA...RESTAURANTS
24651 TAQUERIA DON JOSE...RESTAURANTS
Part 2 of 2
24655 CHITO'S BURGERS...RESTAURANTS
24655 KK'S OH TASTE SEE...NONCLASSIFIED ESTABLISHMENTS
24661 HOUSE OF DESTINY CHURCH...CHURCHES
24673 FIRESTONE COMPLETE AUTO CARE...AUTOMOBILE REPAIRING & SERVICE 24673 FIRESTONE COMPLETE AUTO CARE...BRAKE SERVICE
24685 BESTFURNITURE & APPLIANCES...FURNITURE-DEALERS-RETAIL 24685 BESTFURNITURE & APPLIANCES...FURNITURE ACCESSORIES &
DECORW HOLESALE
24691 BOHEMIA LA...UNCLASSIFIED ESTABLISHMENTS
24691 TACOS COLIMA...RESTAURANTS
24697 VOGUE NAILS...MANICURING
24699 BARBERS...BARBERS
24701 MARISCOS MELGOZA RESTAURANTE...RESTAURANTS
3663
2022 INDIAN ST
SOURCE: DIGITAL BUSINESS DIRECTORY
2020 ALESSANDRO BLVD
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 4
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
13545 BOBBY VILLALBA...RESIDENTIAL
13870 SECUR CARE SELF STORAGE...STORAGE
13870 SECUR CARE SELF STORAGE INC...W AREHOUSES
13870 SECURCARE SELF STORAGE...STORAGE-HOUSEHOLD & COMMERCIAL 13925 ADVANCED DERMATOLOGY SKIN...DERMATOLOGISTS
13925 ALESSANDRO DENTAL CLINIC...DENTISTS
13925 RANGAVAJHULA, RAMANI N MD...MEDICAL & SURGICAL SVC ORGANIZATIONS 13925 RANGAVAJHULA, RAMANI N MD...PHYSICIANS & SURGEONS 13925 RIOS, JAVIER R MD...PHYSICIANS & SURGEONS
14051 MEL'S LIQUOR & CHECK CASHING...LIQUORS-RETAIL
14051 MEL'S LIQUOR & CHECK CASHING...MONEY ORDER SERVICE 14051 MEL'S LIQUOR & CHECK CASHING...BUSESCHARTER & RENTAL 14051 MEL'S LIQUOR & CHECK CASHING...BEER & ALERETAIL
14051 NEW LIFE MISSIONARY BAPTCHR...CHURCHES
14051 RAY'S UNIQUE BARBER & BEAUTY...BARBERS
14051 REMNANTLIFE...CHURCHES
14051 SHELIA'S HOUSE OF BEAUTY...HAIR W EAVING
14051 SHELIA'S HOUSE OF BEAUTY...BEAUTY SALONS
14051 TAQUERIA TACO CHIRO...RESTAURANTS
14125 SUNNYMEAD MINI STORAGE...STORAGE-HOUSEHOLD & COMMERCIAL 14125 SUNNYMEAD SELF STORAGE...W AREHOUSES-MERCHANDISE & SELF
STORAGE
79 total records. Part 1 of 2
24150 FLAVA SALON...BEAUTY SALONS
24150 LEADING EDGE LEARNING CTR...EDUCATIONAL CONSULTANTS 24150 LEADING EDGE LEARNING CTR...TUTORING
24150 NEW AGAIN THRIFT...THRIFT SHOPS
24150 QWICK PICK...LIQUORS-RETAIL
24150 SWIFTCLEAR CREDIT...NONCLASSIFIED ESTABLISHMENTS
24150 U-HAUL NEIGHBORHOOD DEALER...TRUCK RENTING & LEASING 24430 ALLESANDRO COIN LAUNDRY...LAUNDRIES-SELF SERVICE
24430 AZTEC INSURANCE SVC...INSURANCE
24430 AZTEC INSURANCE SVC...CREDIT UNIONS
24430 AZTEC INSURANCE SVC...INSURANCE-AUTOMOBILE
24430 BEAUTY SPOT...BEAUTY SALONS
24430 BEAUTY SPOT...BEAUTY SALONS-EQUIPMENT & SUPLS (W HLS) 24430 KUSH KINGS...NONCLASSIFIED ESTABLISHMENTS
24430 LA MICHOACANA ICE CREAM...SNACK & NONALCOHOLIC BEVERAGE BARS 24430 OVERHEAD MORENO VLY GRGE DOOR...DOORS-GARAGE
24430 RAMONA SMOKE SHOP...CIGAR CIGARETTE & TOBACCO DEALERS-RETAIL 24430 RANCHO DENTAL GROUP...FEDERAL GOVERNMENT CONTRACTORS 24430 RANCHO DENTAL GROUP...DENTISTS
24430 RED PERSIMMON NAILS & SPA...MANICURING
24430 SAL THE PIZZA MAN...RESTAURANTS
24430 SOBERO, PABLO MD...PHYSICIANS & SURGEONS
24430 XPRESSION...CLOTHING-RETAIL
24440 CHURCH'S CHICKEN...FOODS-CARRY OUT
24440 CHURCH'S CHICKEN...RESTAURANTS
24440 CHURCH'S CHICKEN...CAFES
24440 FOOD 4 LESS...CONVENIENCE STORES
24440 FOOD 4 LESS...GROCERS-RETAIL
24440 MC DONALD'S...RESTAURANTS
24440 MC DONALD'S...FOODS-CARRY OUT
24440 MC DONALD'S...CAFES
24440 MONEYTREE...PAYDAY LOANS
24440 TONY'S MOBIL...ALTERNATIVE FUELS
24440 TONY'S MOBIL...DIAGNOSTIC IMAGING CENTERS
24440 TONY'S MOBIL...SERVICE STATIONS-GASOLINE & OIL
24481 BEAUTY TRENDZ...BEAUTY SALONS
24491 ABC FOOD STORE...GROCERS-RETAIL
24500 MORENO VALLEY FUEL CTR...OILS-FUEL (W HLS)
24500 MORENO VALLEY FUEL CTR...SERVICE STATIONS-GASOLINE & OIL 24515 MVP BEAUTY PLUS...HEALTH SPAS
24515 MVP BEAUTY PLUS...BEAUTY SALONS-EQUIPMENT & SUPPLIES-MFRS 24515 MVP BEAUTY PLUS...BEAUTY SALONS
24515 MVP BEAUTY PLUS...COSMETICS & PERFUMESRETAIL
24515 PHIL CHO D D S...NONCLASSIFIED ESTABLISHMENTS
24515 SUNNYMEAD VILLAGE...SHOPPING CENTERS & MALLS
24525 CONTINENTAL CURRENCY SVC...MONEY ORDER SERVICE
24525 CONTINENTAL CURRENCY SVC...CHECK CASHING SERVICE
24525 PRO VACUUM JANITORIAL STORE...MISCELLANEOUS RETAIL STORES NEC 24525 PRO VACUUM & JANITORIAL STORE...FLOOR W AXING POLISHING/CLNG
MTRLS (W HLS)
24525 VALLEY JEWELRY LOAN...PAW NBROKERS
24525 WESTERN UNION...MONEY TRANSFER SERVICE
24541 MORENO FAMILY DONUTS...DOUGHNUTS
24553 APPLE FLORIST...FLORISTS-RETAIL
24555 ORULA BOTANICA...RELIGIOUS GOODS
24561 ANTHONY Y DEZA INC...DENTISTS
24563 LILY HAIR & NAILS...BEAUTY SALONS
24570 AUTOZONE...AUTOMOBILE REPAIRING & SERVICE
24570 AUTOZONE...AUTOMOBILE PARTS & SUPPLIES-RETAIL-NEW 24570 AUTOZONE...BATTERIES-STORAGE-RETAIL
24645 MASTER JEWELERS...W ATCHES-REPAIRING
24645 MASTER JEWELERS...PAW NBROKERS
24647 H&R BLOCK...TAX SCHOOLS & COURSES
24647 HAIR PLUS SALON...HEALTH SPAS
24647 HAIR PLUS SALON...BEAUTY SALONS
24649 TOP BEAUTY SALON...BEAUTY SALONS
24651 BIRRIERIA TACOS MI NEGRA...RESTAURANTS
24651 TAQUERIA DON JOSE...RESTAURANTS
3664
2020 ALESSANDRO BLVD
SOURCE: DIGITAL BUSINESS DIRECTORY
2020 INDIAN ST
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 5
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
Part 2 of 2
24655 CHITO'S BURGERS...RESTAURANTS
24661 HOUSE OF DESTINY CHURCH...CHURCHES
24673 FIRESTONE COMPLETE AUTO CARE...AUTOMOBILE REPAIRING & SERVICE 24673 FIRESTONE COMPLETE AUTO CARE...BRAKE SERVICE
24685 BESTFURNITURE & APPLIANCES...FURNITURE ACCESSORIES &
DECORW HOLESALE
24685 BESTFURNITURE & APPLIANCES...FURNITURE-DEALERS-RETAIL 24691 BOHEMIA LA...UNCLASSIFIED ESTABLISHMENTS
24691 TACOS COLIMA...RESTAURANTS
24695 STAR CLEANERS...CLEANERS
24697 VOGUE NAILS...MANICURING
24699 BARBERS...BARBERS
24701 MARISCOS MELGOZA RESTAURANTE...RESTAURANTS
13545 BOBBY VILLALBA...RESIDENTIAL
13870 SECUR CARE SELF STORAGE...STORAGE
13870 SECUR CARE SELF STORAGE INC...W AREHOUSES
13870 SECURCARE SELF STORAGE...STORAGE-HOUSEHOLD & COMMERCIAL 13925 ADVANCED DERMATOLOGY-SKIN...DERMATOLOGISTS
13925 ALESSANDRO DENTAL CLINIC...DENTISTS
13925 RANGAVAJHULA, RAMANI N MD...PHYSICIANS & SURGEONS 13925 RANGAVAJHULA, RAMANI N MD...MEDICAL & SURGICAL SVC ORGANIZATIONS 13925 RIOS, JAVIER R MD...PHYSICIANS & SURGEONS
14051 BUFFALO WING FISH MARKET...SUPERMARKETS/OTHER GROCERY (EXC
CONVENIENCE) STRS
14051 MEL'S LIQUOR & CHECK CASHING...BEER & ALERETAIL
14051 MEL'S LIQUOR & CHECK CASHING...MONEY ORDER SERVICE 14051 MEL'S LIQUOR & CHECK CASHING...BUSESCHARTER & RENTAL 14051 MEL'S LIQUOR & CHECK CASHING...LIQUORS-RETAIL
14051 NEW LIFE MISSIONARY BAPTCHR...CHURCHES
14051 RAY'S UNIQUE BARBER & BEAUTY...BARBERS
14051 SHELIA'S HOUSE OF BEAUTY...HAIR W EAVING
14051 SHELIA'S HOUSE OF BEAUTY...BEAUTY SALONS
14051 TAQUERIA TACO CHIRO...RESTAURANTS
14125 SUNNYMEAD MINI-STORAGE...STORAGE-HOUSEHOLD & COMMERCIAL 14125 SUNNYMEAD SELF STORAGE...W AREHOUSES-MERCHANDISE & SELF
STORAGE
3665
2016 ALESSANDRO BLVD
SOURCE: DIGITAL BUSINESS DIRECTORY
2016 ALESSANDRO BLVD
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 6
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
70 total records. Part 1 of 2
24150 11-11 FIREARMS LEATHER...SPORTING GOODS STORES
24150 AHALENA HOOKAH LOUNGE...HOOKAH BARS & LOUNGES
24150 CASH FOR GOLD...JEW ELERS-RETAIL
24150 FLAVA SALON...BEAUTY SALONS
24150 INKSMITH TATTOO...TATTOOING
24150 LEADING EDGE LEARNING CTR...TUTORING
24150 QWICK PICK...LIQUORS-RETAIL
24400 COINSTAR...COIN & BILL COUNTING/SORTING SVC KIOSKS 24430 ALLESANDRO COIN LAUNDRY...LAUNDRIES-SELF SERVICE
24430 AZTEC INSURANCE SVC...INSURANCE
24430 AZTEC INSURANCE SVC...INSURANCE-AUTOMOBILE
24430 BEAUTY SPOT...BEAUTY SALONS-EQUIPMENT & SUPLS (W HLS) 24430 BEAUTY SPOT...BEAUTY SALONS
24430 KUSH KINGS...NONCLASSIFIED ESTABLISHMENTS
24430 LA MICHOACANA ICE CREAM...SNACK & NONALCOHOLIC BEVERAGE BARS 24430 OVERHEAD MORENO VLY GRGE DOOR...DOORS-GARAGE
24430 RAMONA SMOKE SHOP...CIGAR CIGARETTE & TOBACCO DEALERS-RETAIL 24430 RANCHO DENTAL GROUP...DENTISTS
24430 RED PERSIMMON NAILS & SPA...MANICURING
24430 SHOPPES IN MORENO VALLEY...SHOPPING CENTERS & MALLS 24430 SOBERO, PABLO MD...PHYSICIANS & SURGEONS
24430 SPEEDY'S PIZZA...RESTAURANTS
24430 WIN WIN FASHION...W OMEN'S APPAREL-RETAIL
24430 XPRESSION...NONCLASSIFIED ESTABLISHMENTS
24440 CHURCH'S CHICKEN...FOODS-CARRY OUT
24440 CHURCH'S CHICKEN...RESTAURANTS
24440 FOOD 4 LESS...GROCERS-RETAIL
24440 MC DONALD'S...FOODS-CARRY OUT
24440 MC DONALD'S...RESTAURANTS
24440 MONEYTREE...PAYDAY LOANS
24440 TONY'S MOBIL...AUTOMATED TELLER MACHINES
24440 TONY'S MOBIL...SERVICE STATIONS-GASOLINE & OIL
24481 BEAUTY TRENDZ...BEAUTY SALONS
24491 ABC FOOD STORE...GROCERS-RETAIL
24500 MORENO VALLEY FUEL CTR...OILS-FUEL (W HLS)
24515 MVP BEAUTY PLUS...BEAUTY SALONS
24515 MVP BEAUTY PLUS...BEAUTY SALONS-EQUIPMENT & SUPPLIES-MFRS 24525 ANIMAL ELEGANCE...ANIMAL HEALTH PRODUCTS-MANUFACTURERS 24525 ANIMAL ELEGANCE...ANIMAL HEALTH PRODUCTS (W HLS)
24525 CONTINENTAL CURRENCY SVC...CHECK CASHING SERVICE
24525 PRO VACUUM & JANITORIAL STORE...FLOOR W AXING POLISHING/CLNG
MTRLS (W HLS)
24525 VALLEY JEWELRY LOAN...PAW NBROKERS
24541 MORENO FAMILY DONUTS...DOUGHNUTS
24545 SUPER 99 CENTS UNIVERSAL PLUS...CONVENIENCE STORES 24553 APPLE FLORIST...FLORISTS-RETAIL
24561 ANTHONY Y DEZA INC...DENTISTS
24563 LILY HAIR & NAILS...BEAUTY SALONS
24570 AUTOZONE...AUTOMOBILE PARTS & SUPPLIES-RETAIL-NEW 24570 AUTOZONE...BATTERIES-STORAGE-RETAIL
24595 MYERS STATE 26 LLC...NONCLASSIFIED ESTABLISHMENTS 24641 IGLESIA DE DIOS PENTECOSTAL...CHURCHES
24643 C H D R CORT...NONCLASSIFIED ESTABLISHMENTS
24645 MASTER JEWELERS...PAW NBROKERS
24645 MASTER JEWELERS...W ATCHES-REPAIRING
24647 H&R BLOCK...TAX SCHOOLS & COURSES
24647 HAIR PLUS SALON...BEAUTY SALONS
24649 TOP BEAUTY SALON...BEAUTY SALONS
24651 TAQUERIA DON JOSE...RESTAURANTS
24655 CHITO'S BURGERS...RESTAURANTS
24661 HOUSE OF DESTINY CHURCH...CHURCHES
24661 SUPERCUTS...BEAUTY SALONS
24673 FIRESTONE COMPLETE AUTO CARE...AUTOMOBILE REPAIRING & SERVICE 24673 FIRESTONE TIRE & SVC CTR...AUTOMOBILE REPAIRING & SERVICE 24685 BESTFURNITURE & APPLIANCES...FURNITURE-DEALERS-RETAIL 24691 ALBERTO'S...FOODS-CARRY OUT
24691 BOHEMIA LA...UNCLASSIFIED ESTABLISHMENTS
24695 STAR CLEANERS...CLEANERS
Part 2 of 2
24697 VOGUE NAILS...MANICURING
24699 BARBERS...BARBERS
24701 MARISCOS MELGOZA RESTAURANTE...RESTAURANTS
3666
2016 INDIAN ST
SOURCE: DIGITAL BUSINESS DIRECTORY
2011 ALESSANDRO BLVD
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 7
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
13545 BOBBY VILLALBA...RESIDENTIAL
13870 SECUR CARE SELF STORAGE...STORAGE
13870 SECUR CARE SELF STORAGE INC...W AREHOUSES
13870 SECURCARE SELF STORAGE...LESSORS OF MINIW AREHOUSES & SELFSTORAGE UNITS 13925 ALESSANDRO DENTAL CLINIC...DENTISTS
13925 RANGAVAJHULA, RAMANI N MD...PHYSICIANS & SURGEONS 14051 BUFFALO WING FISH MARKET...SUPERMARKETS/OTHER GROCERY (EXC
CONVENIENCE) STRS
14051 CULTUREAL HERITAGE THRIFTSTR...THRIFT SHOPS
14051 MEL'S LIQUOR & CHECK CASHING...LIQUORS-RETAIL
14051 MEL'S LIQUOR & CHECK CASHING...MONEY ORDER SERVICE 14051 MORENO VALLEY TOWN PLAZA...SHOPPING CENTERS & MALLS 14051 RAY'S UNIQUE BARBER & BEAUTY...BARBERS
14051 SHELIA'S HOUSE OF BEAUTY...BEAUTY SALONS
14051 SHELIA'S HOUSE OF BEAUTY...HAIR W EAVING
14051 TJ SCHOONERS...COCKTAIL LOUNGES
14051 TAQUERIA TACO CHIRO...RESTAURANTS
14125 SUNNYMEAD MINI-STORAGE...STORAGE-HOUSEHOLD & COMMERCIAL 14125 SUNNYMEAD SELF STORAGE...STORAGE-HOUSEHOLD & COMMERCIAL 24150 CUTESY BOUTIQUE...W OMEN'S CLOTHING STORES
24150 FOOD MARKET...SUPERMARKETS & OTHER GROCERY STORES 24150 INK AHOLICS TATTOO STUDIO...ALL OTHER PERSONAL SVCS 24150 LEADING EDGE LEARNING CTR...EXAM PREPARATION & TUTORING 24150 QWICK PICK...BEER, W INE, & LIQUOR STORES
24430 ALLESANDRO COIN LAUNDRY...COIN-OPERATED LAUNDRIES & DRYCLEANERS 24430 AZTEC INSURANCE SVC...INSURANCE AGENCIES & BROKERAGES 24430 AZTEC INSURANCE SVC...INVESTMENT ADVICE
24430 BEAUTY SPOT...W HOLESALE TRADE AGENTS & BROKERS
24430 CRP STAFFING...EMPLOYMENT PLACEMENT AGENCIES
24430 NATIONAL WIRELESS ASSN...W IRELESS TELECOMM CARRIERS (EXCEPT
SATELLITE)
24430 PIZAZZ PIZZA...FULL-SERVICE RESTAURANTS
24430 POSTAL EXPRESS...POSTAL SVC
24430 RANCHO DENTAL GROUP...OFFICES OF DENTISTS
24430 RANCHO MEDICAL CLINIC...OFFICES OF PHYSICIANS, EXCEPT MENTAL HEALTH 24430 RED PERSIMMON NAILS & SPA...NAIL SALONS
24430 WIN WIN FASHION...W OMEN'S CLOTHING STORES
24440 A-1 LOCKSMITHS...LOCKSMITHS
24440 CHURCHS CHICKEN...FULL-SERVICE RESTAURANTS
24440 FOOD 4 LESS...SUPERMARKETS & OTHER GROCERY STORES 24440 L AS AUTO INSURANCE SVC...INVESTMENT ADVICE
24440 LAS LOW COSTAUTO INSURANCE...INVESTMENT ADVICE
24440 MC DONALDS...FULL-SERVICE RESTAURANTS
24440 SPRINT...W IRELESS TELECOMM CARRIERS (EXCEPT SATELLITE) 24440 TONYS MOBIL...OTHER GASOLINE STATIONS
24440 WESTCOASTAUTO INSURANCE...INVESTMENT ADVICE
24481 APPLIANCE DISCOUNTERS...HOUSEHOLD APPLIANCE STORES 24491 ABC FOOD STORE...CONVENIENCE STORES
24515 FINNIE, SONJA DDS...OFFICES OF DENTISTS
24515 HAIR SECRETS...BEAUTY SALONS
24515 MVP BEAUTY PLUS...BEAUTY SALONS
24515 OSTER, CYRUS DDS...OFFICES OF DENTISTS
24515 SUNNYMEAD VILLAGE DENTAL GROUP...OFFICES OF DENTISTS 24525 ANIMAL ELEGANCE...PET CARE, EXCEPT VETERINARY, SVCS 24525 CONTINENTAL CUURENCY SVC...FINANCIAL TRANSACTION PROCESSING &
CLEARING
24525 PAYLESS SHOE SOURCE...SHOE STORES
24525 VALLEY JEWELRY & LOAN...JEW ELRY STORES
24545 99 CENTS WORLD...GIFT, NOVELTY, & SOUVENIR STORES 24551 P C WIRELESS...RADIO, TV & OTHER ELECTRONICS STORES 24553 APPLE FLORIST...FLORISTS
24557 RIVERA PARTY BRIDAL SHOP...GIFT, NOVELTY, & SOUVENIR STORES 24559 GOIN POSTAL...DIRECT MAIL ADVERTISING
24559 LANTATA ENTERPRISE INC...OFFICES OF REAL ESTATE AGENTS & BROKERS 24561 ALESSANDRO DENTAL OFFICE...OFFICES OF DENTISTS
24563 LILY HAIR & NAILS...BEAUTY SALONS
24565 AQUA CLEAR...ALL OTHER SPECIALTY FOOD STORES
24565 MORENO VALLEY TV...CONSUMER ELECTRONICS REPAIR & MAINTENANCE 24570 AUTOZONE...AUTOMOTIVE PARTS & ACCESSORIES STORES
24595 STATER BROS MARKETS...SUPERMARKETS & OTHER GROCERY STORES 24641 STARZ SHOES...SHOE STORES
24645 MASTER JEWELERS...ALL OTHER NONDEPOSITORY CREDIT INTERMEDIATION 24647 H&R BLOCK TAX SVC...TAX PREPARATION SVCS
24649 TOP BEAUTY SALON...BEAUTY SALONS
24651 CHINA FOOD & HAWAII BBQ...FULL-SERVICE RESTAURANTS 24653 A & N SMOKE SHOP...TOBACCO STORES
24655 SUNNYMEAD HAMBURGERS...FULL-SERVICE RESTAURANTS
24659 FASHION FOR LESS...W OMEN'S CLOTHING STORES
24673 FIRESTONE TIRE & SVC CTR...TIRE DEALERS
24685 BESTFURNITURE & APPLIANCES...FURNITURE STORES
24691 ALBERTOS MEXICAN FOOD...FULL-SERVICE RESTAURANTS
24693 VOS FASHIONS...FAMILY CLOTHING STORES
24695 STAR CLEANERS...DRYCLEANING & LAUNDRY SVCS
24697 VOGUE NAILS...NAIL SALONS
24699 BARBERS...BARBER SHOPS
24701 MARISCOS MELGOZA RESTAURANTE...FULL-SERVICE RESTAURANTS 3667
2011 INDIAN ST
SOURCE: DIGITAL BUSINESS DIRECTORY
2008 ALESSANDRO BLVD
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 8
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
13870 INDIAN SELF STORAGE...MINIW AREHOUSE & SELF-STORAGE UNIT OPERATORS 13870 J C AIRTOUCH TELECOMMUNICATION...ELECTRICAL CONTRS 14051 BIG PAPAS GRILL...FULL-SERVICE RESTAURANTS
14051 CELEBRATION WORSHIP CHURCH...RELIGIOUS ORGANIZATION 14051 CULTUREAL HERITAGE THRIFTSTR...USED MERCHANDISE STORES 14051 FASTCASH REBATE SVC...FINANCIAL TRANSACTION PROCESSING & CLEARING 14051 MELS LIQUOR & CHECK CASHING...BEER, W INE, & LIQUOR STORES 14051 RAYS UNIQUE BARBER & BEAUTY...BARBER SHOPS
14051 TJ SCHOONERS...DRINKING PLACES, ALCOHOLIC BEVERAGES 14051 TAQUERIA TACO CHIRO...FULL-SERVICE RESTAURANTS
14125 SUNNYMEAD MINI-STORAGE...MINIW AREHOUSE & SELF-STORAGE UNIT
OPERATORS
106 total records. Part 1 of 2
24150 APPLE FLORIST...FLORISTS-RETAIL
24150 CHRISTINE CRENSHAW...RESIDENTIAL
24150 FADES UNLIMITED...BARBER SHOPS
24150 FADES UNLIMITED...BARBERS
24150 INK AHOLICS TATTO STUDIO...TATTOOING
24150 INK AHOLICS TATTO STUDIO...MISC PERSONAL SVS
24150 KING OF WINGS...RESTAURANTS
24150 LEADING EDGE LEARNING CTR...SCH,EDUCTL SV NEC
24150 PACIFIC LABOR SOURCE INC...EMPLOYMENT AGENCIES
24150 QWICK PICK...LIQUORS-RETAIL
24150 QWICK PICK...LIQUOR STORES
24430 AZTEC INSURANCE SVC...INSURANCE AGENTS,BRKR
24430 BEAUTY SPOT...HAIRDRESSERS
24430 CRP STAFFING...EMPLOYMENT AGENCIES
24430 PIZZA PIZZA...QUICK SERV PIZZA PARLOR
24430 POSTAL EXPRESS...POSTAL SERVICES
24430 RANCHO DENTAL GROUP...DENTISTS OFF,CLINIC
24430 RANCHO MEDICAL CLINIC...MEDICAL GRPS &CLNCS
24430 RED PERSIMMON NAILS & SPA...BEAUTY SHOPS
24430 WIN WIN FASHION...W OMEN'S CL STORES
24440 CHURCHS CHICKEN...RESTAURANTS
24440 CHURCHS FRIED CHICKEN...QUICK SERV CHICKEN
24440 FOOD FOR LESS...GROCERS-RETAIL
24440 FOOD FOR LESS 398...RET MISC FOODS
24440 FOOD-4-LESS...GROCERY STORES
24440 L AS AUTO INSURANCE SVC...INSURANCE AGENTS,BRKR
24440 LAS LOW COSTAUTO INSURANCE...INSURANCE AGENTS,BRKR 24440 MC DONALDS...RESTAURANTS
24440 MC DONALDS HAMBURGERS...QUICK SERV BURGER
24440 SPRINT...CELLULAR PHONE SVCS
24440 SPRINTPCS...CELLULAR TELEPHONES (SERVICES)
24440 TONYS MOBIL...GASOLINE SV STATION
24440 TONYS MOBIL...SERVICE STATIONS-GASOLINE & OIL
24440 WESTCOASTAUTO INSURANCE...INSURANCE
24481 APPLIANCE DISCOUNTERS...HOUSEHOLD APPL STRS
24481 APPLIANCE DISCOUNTERS...RET USED MERCHANDISE
24491 ABC FOOD STORE...CONVEN STORES CHAIN
24491 ABC FOOD STORE...CONVENIENCE STORES
24515 BESTHAIR OUTLETINC...W IGS,TOUPEES,W IGLETS
24515 DENNIS DDS SCHUMACHER...RESIDENTIAL
24515 HAIR SECRETS...HAIRDRESSERS
24515 JOE DDS FIKTARZ...RESIDENTIAL
24515 LOUIS DDS HERZFELD...RESIDENTIAL
24515 MVP BEAUTY PLUS...HAIRDRESSERS
24515 MVP BEAUTY PLUS...W HOL SERVICE ESTABLISHMENT EQUIPMENT 24515 MVP BEAUTY PLUS...BEAUTY SALONS
24515 SUNNYMEAD VILLAGE DENTAL...SPECIALTY UNKNOW N
24515 SUNNYMEAD VILLAGE DENTAL GROUP...DENTISTS
24525 ANIMAL ELEGANCE...GROOMING SVCS PETS
24525 ANIMAL ELEGANCE...PET W ASHING & GROOMING
24525 CALIFORNIA BANK & TRUST...STATE BANK
24525 CONTINENTAL CUURENCY SVC...CHECK CASHING SERV
24525 CURVES...PHYSICAL FITNESS CT
24525 CURVES FOR WOMEN...HEALTH CLUBS STUDIOS & GYMNASIUMS 24525 HIGHLAND FAIRVIEW PROPERTIES...REAL ESTATE
24525 PAYLESS SHOE SOURCE...SHOES-RETAIL
24525 PAYLESS SHOE SOURCE...SHOE STORES
24525 RIVERSIDE CURRENCY SVC...CHECK CASHING SERVICE
24541 MORENO FAMILY DONUTS...RETAIL BAKERY MFG BREAD/RELATED PRODUCTS 24541 MORENO FAMILY DONUTS...QUICK SERV DONUT
24543 99 CENTWORLD...PARTY SUPPLIES
24545 99 CENTS WORLD...PARTY SUPPLIES
24551 VECTOP...RADIOTELEPHONE COMMUNICATION RET MISC MERCHANDISE 24551 WIRELESS PRO...PAGERS-SALES & SERVICE
24551 WIRELESS PRO...MISC RETAIL STORES
24553 APPLE FLORIST...FLORISTS
24555 GAMA INSURANCE...INSURANCE AGENTS,BRKR
24557 RIVERA PARTY BRIDAL SHOP...PARTY SUPPLIES
3668
2008 ALESSANDRO BLVD
SOURCE: DIGITAL BUSINESS DIRECTORY
2008 INDIAN ST
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 9
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
Part 2 of 2
24559 GOIN POSTAL...W ATER FREIGHT TRANS
24559 PRESS ENTERPRISE...PERIODICALS-PUBLISHING & PRINTING 24563 LILY HAIR & NAILS...HAIRDRESSERS
24563 LILY HAIR & NAILS...BEAUTY SALONS
24565 AQUA CLEAR...RFRGN EQP, SUPPLIES
24565 AQUA CLEAR...W ATER COOLERS EQUIPMENT & SUPLS (W HOL) 24565 AQUA CLEAR PURIFIED DRINK...DIRECT RETAIL SALES
24570 AUTO ZONE...AUTO, HOME SUPS STR
24570 AUTOZONE...AUTOMOBILE PARTS & SUPPLIES-RETAIL-NEW 24595 STATER BROS MARKETS...SUPERMARKET
24595 STATER BROTHERS MARKETS...GROCERY STORES
24641 STARZ SHOES...SHOE STORES
24643 RAINBOW GIFTS...GIFT SHOP
24643 RAINBOW GIFTS...GIFT SHOPS
24645 MASTER JEWELERS...USED MERCHANDISE
24645 MASTER JEWELERS...JEW ELERS-RETAIL
24647 H & R BLOCK...TAX RETURN PREPARATION SERVICE
24647 H & R BLOCK TAX SVC...TAX RETURN PREPARATION & FILING 24651 CHINA FOOD & HAWAII BBQ...EATING PLACES
24655 SUNNYMEAD HAMBURGERS...QUICK SERV BURGER
24655 SUNNYMEAD HAMBURGERS...RESTAURANTS
24659 FASHION FOR LESS...W OMEN'S APPAREL-RETAIL
24659 FASHION FOR LESS...MEN'S, BOYS' CL STR
24673 FIRESTONE STORES...AUTOMOTIVE TIRES
24673 FIRESTONE TIRE & SVC CTR...TIRE-DEALERS-RETAIL
24685 BESTFURNITURE & APPLIANCES...FURNITURE STORES
24685 BESTFURNITURE & APPLIANCES...FURNITURE-DEALERS-RETAIL 24691 ALBERTOS MEXICAN FOOD...QUICK SERV MEXICAN
24691 ALBERTOS MEXICAN FOOD...FOODS-CARRY OUT
24691 ALBERTOS MEXICAN FOOD...UNCLASSIFIED
24693 VOS FASHIONS...FAMILY CLOTHING STR
24693 VOS FASHIONS...CLOTHING-RETAIL
24695 STAR CLEANERS...CLEANERS
24695 STAR CLEANERS...GMT PRESSG,CLRS AGT
24697 VOGUE NAILS...MANICURING
24697 VOGUE NAILS...BEAUTY SHOPS
24701 MARISCOS MELGOZA RESTAURANTE...RESTAURANTS
24701 MARISCOS MELGOZA RESTAURANTE...EATING PLACES
13870 INDIAN SELF STORAGE...W AREHOUSING SELF STOR
13870 INDIAN SELF STORAGE...STORAGE-HOUSEHOLD & COMMERCIAL 13870 J C AIRTOUCH TELECOMMUNICATION...ELECTRICAL W ORK 13925 HOLLYWOOD VIDEO...VIDEO TAPES & DISCS-RENTING & LEASING 13925 HOLLYWOOD VIDEO...VIDEO TAPE RENTAL
14051 BETTER USED THRIFTSTORE...USED MERCHANDISE
14051 BETTER USED THRIFTSTORE...THRIFT SHOPS
14051 BIG PAPAS GRILL...EATING PLACES
14051 BIG PAPAS GRILL...RESTAURANTS
14051 E-Z CASH TODAY...LOANS
14051 FASTCASH ADVANCE...CHECK CASHING SERVICE
14051 FASTCASH REBATE SVC...CHECK CASHING SERV
14051 HEAVENLY BOUND BAPTISTCHURCH...BAPTIST CHURCH
14051 HEAVENLY BOUND BAPTISTCHURCH...CHURCHES
14051 JAMMROCK CARIBBEAN KITCHEN...CAFE/DINER/FAMILY REST 14051 MELS LIQUOR & CHECK CASHING...LIQUORS-RETAIL
14051 MELS LIQUOR & CHECK CASHING...LIQUOR STORES
14051 NEW LIFE MISSIONARY BAPTCHR...CHURCHES
14051 RAYS UNIQUE BARBER & BEAUTY...BARBER SHOPS
14051 RAYS UNIQUE BARBER & BEAUTY...BARBERS
14051 TJS SCHOONERS SPORTS BAR...DRINKING PLACES
14051 TAQUERIA TACO CHIRO...MEXICAN MENU
14051 TAQUERIA TACO CHIRO...RESTAURANTS
14051 VICTORY BY FAITH...CHURCHES
14051 WESTERN UNION...TELEGRAPH, REL COMM
14125 KENNETH DICKINSON...RESIDENTIAL
14125 SUNNYMEAD MINI STORAGE...GENERAL W AREHOUSE/STORAGE 14125 SUNNYMEAD MINI-STORAGE...W AREHOUSING SELF STOR
14125 SUNNYMEAD MINI-STORAGE...STORAGE-HOUSEHOLD & COMMERCIAL 3669
2003 ALESSANDRO BLVD
SOURCE: DIGITAL BUSINESS DIRECTORY
2003 INDIAN ST
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 10
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
24150 APPLE FLORIST
24150 CRENSHAW CHRISTINE
24150 FADES UNLIMITED
24150 INK AHOLICS TATTO STUDIO
24150 KAREN'S GROOMING SHOPPE
24150 PRECISION TAX & ACCOUNTING SVC...ACCOUNTING SERVICES, EXCEPT
AUDITING
24150 QWICK PICK
24400 SERVICE ANNEX
24440 MC DONALD'S...STEAK AND BARBECUE RESTAURANTS
24440 TONY'S MOBIL
24481 APPLIANCE DISCOUNTERS
24491 ABC FOOD STORE
24515 FINNIE SONJA DDS...SPECIALIZED DENTAL PRACTITIONERS 24515 HODSON DONALD DDS...SPECIALIZED DENTAL PRACTITIONERS 24515 JOE DR DDS FIKTARZ...RESIDENTIAL
24515 LOUIS DDS HERZFELD...RESIDENTIAL
24515 OH MICHAEL DDS...SPECIALIZED DENTAL PRACTITIONERS 24515 SUNNYMEAD VILLAGE DENTAL GROUP...SPECIALIZED DENTAL
PRACTITIONERS
24515 TRISH DDS VANDYKE...RESIDENTIAL
24525 ANIMAL ELEGANCE
24525 CALIFORNIA BANK & TRUST
24525 PAYLESS SHOE SOURCE...CUSTOM AND ORTHOPEDIC SHOES 24525 RIVERSIDE CURRENCY SVC
24541 MORENO FAMILY DONUTS
24543 99 CENTS WORLD
24551 WIRELESS PRO...ART AND ARCHITECTURAL SUPPLIES
24553 BOUTIQUE...W OMEN'S SPECIALTY CLOTHING STORES
24559 HOME EDUCATION PROGRAM
24563 LILY HAIR & NAILS
24565 AQUA CLEAR...COMMERCIAL REFRIGERATION EQUIPMENT
24570 AUTOZONE
24595 STATER BROTHERS MARKET...SUPERMARKETS
24643 RAINBOW GIFTS
24645 MASTER JEWELERS...JEW ELRY REPAIR SERVICES
24647 H & R BLOCK TAX SVC
24649 KINGS BEAUTY SUPPLY...LAUNDRY AND DRY CLEANING EQUIPMENT AND
SUPPLIES
24653 CRAFTS NENAS...RESIDENTIAL
24655 SUNNYMEAD HAMBURGERS...STEAK AND BARBECUE RESTAURANTS 24659 FASHION FOR LESS...W OMEN'S SPECIALTY CLOTHING STORES 24661 SUPERCUTS
24673 FIRESTONE TIRE & SVC CTR...ENGINE REPAIR
24685 BESTFURNITURE & APPLIANCES
24691 CHINA RESTAURANT...STEAK AND BARBECUE RESTAURANTS 24693 V O'S
24695 STAR CLEANERS...LAUNDRY AND DRYCLEANER AGENTS
24697 VOGUE NAILS...BEAUTY SCHOOLS
24699 BARBER SHOP
13925 HOLLYWOOD VIDEO
14051 BIG PAPA'S HOTDOGS...STEAK AND BARBECUE RESTAURANTS 14051 FASTCASH ADVANCE...AUTOMOBILE AND CONSUMER FINANCE COMPANIES 14051 MEL'S LIQUOR & CHECK CASHING
14051 RAY'S UNIQUE BARBER & BEAUTY
14051 TJ SCHOONER...RESIDENTIAL
14051 TJ SCHOONER
14051 TAQUERIA TACO CHIRO...STEAK AND BARBECUE RESTAURANTS 14051 VICTORY BY FAITH
14051 WESTERN UNION
14125 SUNNYMEAD MINI-STORAGE
3670
2001 ALESSANDRO BLVD
SOURCE: HAINES
2001 INDIAN ST
SOURCE: HAINES
Page: 11
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
24150 APPLE FLORIST
24150 CRENSHAW CHRISTINE
24150 FADES UNLIMITED
24150 GABBY'S LIQUOR
24150 INK AHOLICS TATTOO STUDIO
24150 KAREN'S GROOMING SHOPPE
24150 MAC AND NOMIS DINER
24150 PRECISION TAX & ACCTNG SV
24150 QWICK PICK
24400 SERVICE ANNEX LLC
24440 MCDONALDS RSTRNTS
24440 RALPHS GROC CO ST358
24440 TONYS MOBIL
24481 APPLIANCE DISCOUNTERS
24491 ABC FOOD STORE
24510 HODSON DONALD
24515 FIKTARZ JOE DR DDS
24515 SCHUMACHER DENNIS DDS
24515 SUNNYMEAD VILLAGE DENTAL GROUP
24525 ANIMAL ELEGANCE
24525 CA BANK & TRUST
24525 PAYLESS SHOESOURCE
24541 MORENO FAMILY DONUT
24543 XXXX
24545 99 CENTS WORLD
24549 XXXX
24551 XXXX
24553 BOUTIQUE THE
24555 XXXX
24557 XXXX
24559 RIVERSD CO OFC ED STONTHOME
24561 XXXX
24563 LILY HAIR & NAILS
24565 AQUA CLEAR
24570 AUTOZONE
24595 STATER BROS MKT
24629 XXXX
24643 RAINBOW GIFT
24643 RHODES TERRY
24645 MASTER JEWELERS
24647 BLOCK H & R LOCAL OFCS
24649 KINGS BEAUTY SUPPLY
24651 XXXX
24653 XXXX
24655 SUNNYMEAD BURGERS NO 2
24659 FASHION FOR LESS
24661 SUPERCUTS
24673 FIRESTONE TIRE & SERV
24685 BESTFURNITURE & APPLIANCES
24685 TRAN THONG
24691 CHINA RESTAURANT
24693 R & S ENTERPRISES
24695 STAR CLEANERS
24697 ALESSANDRO QUINTASHA
24697 VOGUE NAILS
24699 BARBER SHOP THE
24701 MR ALBERTO'S
13555 ● PALMER ROBER
14051 FASTCASH ADVANCE
14051 MELS LIQUOR & CHECK CASHING
14051 RAYS UNIQUE BARBER & BEAUTY SLN
14051 SCHOONER TJ
14051 TJ SCHOONER
14051 TAQUERIA TACO CHIRO
14051 VICTORY BY FAITH OFC
14125 DICKINSON KENNETH
14125 SUNNYMEAD MINI STRG
3671
1996 ALESSANDRO BLVD
SOURCE: HAINES
1996 INDIAN ST
SOURCE: HAINES
Page: 12
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
24150 DATTAR STORE
24150 FLASH BROOM
24150 GORDYS MARKET
24150 IN THE FLESH TATTOO
24150 NEW BEGINNG GSPL ST
24400 GOLDEN SWIRL YOGURT
24400 MCDONALDS ASTANTS
24400 SMITHS FOOD & DRUG CT
24400 WESTRN UNION PCK UP
24481 MOBIL OIL
24491 CHIEF AUTO PARTS
24515 A B C FOOD STORE
24515 BERTHELSEN R DDS
24515 FIKTARZ JOE DR
24515 HAMILTON INVESTMENT
24515 HERZFELD LOUIS DDS
24515 HOUSEHOLD BANK FSB
24515 OKIMOTO TOMTDDS
24515 PURDEY ROBERTA DDS
24515 SUNNYMEAD VLG DENTL
24525 OVERLAND BANK
24525 PAYLESS SHOESOURCE
24525 VIDEO LAND MV
24541 MORENO FAMILY DONUT
24543 XXXX HOUSE
24545 99 CENTS WORLD
24545 DOUGANS DOG
24549 XXXX TEAM
24551 A TRAVEL
24553 PRICE ISAAC E CPA
24555 COPY CENTER THE
24557 XXXX
24559 PRESS ENTERPRISE
24561 XXXX
24563 XXXX
24565 XXXX
24595 STATER BROS MKT
24629 XXXX
24643 RAINBOW GIFT
24645 MASTER JEWELERS
24647 FUN SHIRTS ETC
24647 UNITD SCRN PRINTERS
24649 KINGS BEAUTY SUPPLY
24651 XXXX
24653 NENAS CRAFTS
24655 SUNNYMEAD BURGERS 2
24655 SUNNYMEAD HAMBRGR 2
24657 XXXX
24661 SUPERCUTS
24673 FIRESTONE TIRE & SERV
24685 CLARK DRUGS
24691 CHINA RESTAURANT
24693 XXXX
24695 STAR CLEANERS
24697 VOGUE NAILS
24699 BARBER SHOP THE
24703 XXXX
13555 SOTO MARIA YOLANDA
14051 ANCHOR & SINKER
14051 GODS HELPING HAND
14051 MELS LOR & CHCK CSHNO
14051 PIZZA COMPANY
14051 QUALITY VACUUM & SWNG
14051 RAYS BARBER & BTY SLN
14051 SCHOONER TJ
14051 TJ SCHOONER
14051 TACOS CHIAO
14051 THE CARD & COIN STORE
14051 WESTAN UNION PCK UP
14125 SUNNYMEAD MINI STRG
3672
1991 ALESSANDRO BLVD
SOURCE: HAINES
1991 INDIAN ST
SOURCE: HAINES
Page: 13
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
2455 BOOK SANK
24150 ALFREDOS BARBER SHP
24150 ARO HOBBIES
24150 GORDYS MARKET
24150 KIN FOLK BARBEQUE
24481 CHIEF AUTO PARTS
24491 SEVEN 11 FOOD 25402
24515 BRANDTWAYNE DDS
24515 COGAN DONALD R DDS
24515 FIKTARZ JOE DR
24515 GAUM SANFORD DDS
24515 HERZFELD LOUIS DOS
24515 HODSON DONALD R DOS
24515 HOUSEHOLD BANK FS3
24515 NASH GUY RDDS
24515 STAPLETON H DDS
24515 SUNNYMEAD VLG DENTL
24525 BOYLAN RICHARD MD
24525 CAL WESTNATL BANK
24525 CAMPBELL W WD
24525 CARSTENS HERMAN WD
24525 DOZER KENNETH E
24525 DOZIER KENNETH E MD
24525 EGAN JAMES E MD INC
24525 FOSTER RAY L MD
24525 HAMOUI TAKA MD
24525 MATUGA EDWARD A MD
24525 PAYLESS SHOESOURCE
24525 RIVASD MEDICAL CLNC
24525 VYHMEISTER EDGAR WD
24525 WOLFSEN DANIEL CMD
24525 YOUNG SHIRAL MD
24541 FOSTERS FAMILY DONT
24541 HOLMES RAY
24543 NONNIES PLACE
24545 XXXX
24549 CAL WESTNATL BANK
24549 LY CHEE K
24551 A TRAVEL TEAM
24551 XXXX
24553 XXXX
24555 COPY CENTER THE
24557 DOUGANS DOG HOUSE
24557 GROOMING BY CLARA
24559 PRESS ENTERPRISE
24561 XXXX
24563 FLOWERS & MORE
24595 STATER BROS MAT
24629 KINGS BEAUTY SUPPLY
24643 RAINBOW GIFT
24645 MASTER JEWELERS
24645 WILLIS HARRY W
24647 FABRICTERIA
24653 XXXX
24655 EL POLLO AMISO
24657 KIDS MART
24661 SUPERCUTS
24673 FIRESTONE MASTERC
24683 GRANNY'S TREASURES
24685 CLARK DRUGS
24691 CHINA RESTAURANT
24695 STAR CLEANERS
24697 IN HOME VIDEO
24699 NAIR CONNECTION THE
24701 LUIGIS ITALIAN REST
246415 5 TO 10 STORE
13665 CHRISTOPHER ROBERT
14051 FAMILY FITNESS CTRS
14051 GENL BUSINESS SERV
14051 MELS LOR & CHCK CSHNG
14051 MORENOS PIZZA CLUB
14051 SCHOONER TJ
14051 TJ SCHOONER
14051 RAYS BARBER & BTY SLN
14125 SUNNYMEAD MINI STRG
14125 VEALE ROBERTW
14161 XXXX
3673
1986 ALESSANDRO BLVD
SOURCE: HAINES
1986 INDIAN ST
SOURCE: HAINES
Page: 14
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
23962 FACTORY 2 U OAK
23962 MAXWELL STPIZZA
23962 TREASURE MINE THE
24481 CHIEF AUTO PARTS
24491 SEVEN 11 FOO0 20402
24515 ABULAFIA LEWIS DDS
24515 BRANDTWAYNE DDS
24515 FIKTARZ JOE DR
24515 HERZFELD LOUIS DDS
24515 HODSON DONALD R DDS
24515 HOUSEHOLD BANK
24515 SUNNYMEAD VLG DENTL
24525 CAL WESTNATL BANK
24541 FOSTERS FAMILY DONT
24541 HOLMES RAY
24543 CAL WESTNATBANK
24545 DEVON HOME CTR STRS
24551 A TRAVEL TEAM
24553 YOUR YOGURTSTOP
24555 HENNY PENNY GIFTSH
24557 OK KIDS
24559 DOOS IMPORTS & POSTRS
24561 TARBELL REALTORS
24565 MARIOS NTHG OVR TEN
24583 FLOWERS & MORE
24595 STATER BROS MKT
24629 KINGS BEAUTY SUPPLY
24641 BODY FOCUS
24643 RAINBOW GIFT
24645 MASTER JEWELERS
24647 FABRICTERIA
24649 NAILS BY KIM
24651 1 & G FASHIONS
24653 ACTIVE FOOTWEAR
24655 FATLARRYS BBQ
24657 KIDS MART
24673 FIRESTONE STORES
24685 CLARK DRUGS
24691 CHINA RESTAURANT
24693 XXXX
24695 STAR CLEANERS
24697 IN HOME VIDEO
24699 HAIR CONNECTION THE
24701 LUIGIS ITALIAN REST
24703 KAN DO 1 HOUR PHOTO
13565 XXXX
14125 SUNNYMEAD MINI STRG 924-3755 38 5
3674
1984 ALESSANDRO BLVD
SOURCE: HAINES
1984 INDIAN ST
SOURCE: HAINES
Page: 15
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
23581 MOTEL 6 653-2131 7
24481 CHIEF AUTO PARTS 653-8439 + 4
24491 SEVEN ELEVEN 20402 653-3032 2
24515 SUNNYMEAD VIG DENTL 656-4477 + 4
24525 CAL WESTNATL BANK 656-4494 + 4
24685 CLARK DRUGS 653-2102 +4
24691 HAIR CONNECTION THE 656-4408 +4
24693 LEIN FURE ORNTL MKT656-4246 + 4
24725 BUILDERS EMPRM WEST656-4424 + 4
24735 CACHIED CONCTD CO
13565 FISCHER V L 653-4918 2
16050 JENSEN C R 653-0807 2
3675
1977 ALESSANDRO BLVD
SOURCE: HAINES
1977 INDIAN ST
SOURCE: HAINES
Page: 16
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
23581 MOTEL 6
24774 GARRIS GROVER W
24774 HARTER MARGIE F
13533 RICHARDS L J 653-2013
13870 XXXX 00
14520 XXXX 00
3676
1974 ALESSANDRO BLVD
SOURCE: HAINES
1974 INDIAN ST
SOURCE: HAINES
Page: 17
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
23580 MOTEL 6 653-2131
24774 HARTER MARGIE F 653-1610 + 4
13533 RICHARDS L J 653-2013
13870 SIMPSON BRUCE 653-6482
14520 XXXX 00
3677
1971 ALESSANDRO BLVD
SOURCE: HAINES
1971 INDIAN ST
SOURCE: HAINES
Page: 18
ReportID: 24040201254 - 04/09/2024
www.erisinfo.com
RANGE NOTLISTED STREETNOTLISTED
3678
Agency Documents
3679
City of Moreno Valley
City Clerk’s Office
Public Records Request
For records in the possession of the City of Moreno Valley Requesting Party Information
Name: _________
Mailing Address:
Phone: Fax:
E-Mail: _________________________
Records Requested
I wish to: Review public records specified in this request Obtain copies of public records without prior inspection Requested Records (Please be as specific as possible; provide dates when applicable):
Please note that a fee for each page copied will be charged in accordance with the current Council approved Fee Resolution. Payments shall be made prior to release of records requested.
If applicable, you will be advised within 10 days of the availability of the documents and whether disclosure of any of the documents is exempt under the provisions of the Public Records Act.
This area for staff use only
Received by (name/department):
Date Request Received: Date Response Due:
(Respond by 10 calendar days)
Date Requested Document Provided ; mailed ; picked up ; other Copying fee: ___ _pages @ $ 0. /page = $_____ + postage = Total (if applicable)
Records may be requested by email: [email protected], fax 951.413.3009, phone 951.413.3001 or in person at 14177 Frederick St., City Clerk’s Department (2nd floor) 3680
4/11/24, 10:14 AM Records Request - Moreno Valley, CA - Brandy Coats - Outlook about:blank?windowId=SecondaryReadingPane4 1/1
Records Request - Moreno Valley, CA
Brandy Coats <[email protected]>
Thu 4/11/2024 10:05 AM
To:CypressFileRoom@DTSC <[email protected]>
Hi,
I am looking for any records you may have for the parcel 482190022 on Indian Street in Moreno Valley, CA.
Thank you,
Brandy Coats
Brandy Coats
Scientist 1
Apex Companies, LLC
562-516-1846
949-320-3015
Download my vCard
ENR Top 30 All-Environmental Firm
Water • Environmental • Health & Safety •
Compliance & Assurance • Infrastructure
Privacy Notice: This message and any attachment(s) hereto are intended solely for the individual(s) listed in the masthead. This message may contain information that is privileged or otherwise protected from disclosure. Any review, dissemination or use of this message or its contents by persons other than the addressee(s) is strictly prohibited and may be unlawful. If you have received this message in error, please notify the sender by return e-mail and delete the message from your system. Thank you.
3681
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Public Record Requests
County of Riverside - California
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To request your personal Child Welfare Records request through DPSS- Children’s Services Division, please submit your request as follows:
Option 1. In-person:
A request may be submitted in person accompanied by a valid ID at 10281 Kidd St., 2nd floor, Riverside, Ca. 92503 during business hours, 8am-5pm.
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Submit a request in writing as to the case records you are seeking, including names, DOB, etc.
The request must be verified by a notary and contain the Notary’s original signature (photocopies are not accepted).
Hi,
I am looking for any records of USTs, ASTs, hazardous materials, spills, violations, etc. for the following:
Parcel 482190022 on Indian Street in Moreno Valley, CA
3682
The request may be submitted to: Department of Public Social Services Attn: Custodian of Records
PO Box 7789
Riverside, California 92513.
If you have additional questions you may call (951) 358-3778.
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* Department
Environmental Health
Your information
Email
BRANDY.COATS@APEXCO
Name
Brandy Coats
Phone
9493203015
Street address
1962 Freeman Avenue
City
Signal Hill
State
California
Zip
90755
Company
Apex Companies, LLC
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3683
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3684
PUBLIC RECORDS REQUEST FORM
Request Information (For Office Use Only)
Attention Requestor
Please fill out this form completely. You may include an attachment to the form, if necessary.
Requestor Information
Type of Requested Record(s).
REQUESTED RECORDS. Please be as specific as possible in describing the records you are seeking. The more specific you are, the easier it will be to determine if such records exist in District files. Please contact the Public Records Unit if you need assistance in identifying District records.
Note: Permits to Operate, Equipment Lists, Notices of Violation, Notices to Comply, and Emissions Summaries are available through SCAQMD's FIND page at http://www3.aqmd.gov/webappl/fim/prog/search.aspx (you need to copy and paste this link into your browser).
Time Period of Documents Requested
Requested Facility or Site Information (if applicable)
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Please click the Add Button to the right to enter a Application/Permit Number Date Stored
Public Record Request Nbr
Time Stored
Public Record Request Tracking Nbr
1424510
Requestor Name
Brandy Coats
Requestor Company
Apex Companies, LLC
Requestor Email *
[email protected]
Requestor Phone
Requestor Address
1962 Freeman Avenue
Requestor City
Signal Hill
Requestor State
CA
Requestor Zip Code
Please Enter a description of the records you are requesting here: * Any permits to operate, notices of violation, asbestos notifications, equipment lists Is this a resubmittal of a request previously submitted as a email? * Yes No
Start Date *
1/1/1900
End Date *
4/11/2024
Are you requesting an address range, please indicate? * Yes No N/A
Facility ID (if known)
Facility Name (if known)
Address
Parcel 482190022 on Indian Street
City
Moreno Valley
Zip Code
92553
3685
Authorization Letter Attachment (0)
Authorization Letter
Note: Please use the above button for attaching an Authorization Letter from the facility to release confidential information for your public records request.
Supplemental Attachments (0)
Supplemental Documents
Note: Please use the above button for attaching additional documents that will help define your public records request.
Also Note: You MUST press the "Submit Your Public Records Request" button to complete this form otherwise the form will be automatically deleted!
INSTRUCTIONS FOR REQUESTING RECORDS
(California Public Records Act, Govt. Code Sections 6250-6276.48)
1. In order to expedite your request, please fill out the form completely. Requests may also be submitted by phone at (909) 396-3700, by facsimile to (909) 396-3330, or by email to [email protected].
2. Requests must be for records prepared, owned, used, or retained by the District (Gov. Code Sec. 6252(e)). Requests should be for clearly identifiable records. The District is not required to create a new record in response to a request. The District will assist the requestor in making a request that describes reasonably identifiable records (Gov. Code Sec. 6253.1). Documents will not be provided if disclosure would infringe upon a copyright, trade secret, or is otherwise exempt in accordance with state law.
3. A search for facility records can only be conducted by one or all of the following:
-- a) Facility Name, Address, or Identification Number
-- b) Facility Application Number, or Permit to Operate Number; or -- c) Facility Notice of Violation/Notice to Comply Number.
4. You will be notified within ten (10) days whether your request seeks copies of disclosable public records prepared, owned, used, or retained by this agency. In some cases, the District may need an additional 14 days to respond. If so, you will be notified in writing. You will also be provided an estimated date of when the records will be made available.
5. Communications regarding your request, and any records, will be provided by email, unless specified otherwise.
6. If the search for records finds the records voluminous, you will be notified of the approximate number of pages and/or length of time it will take to process your request.
7. If the records you requested have been marked confidential by the source of the record, you will be notified and given the option of continuing with the District’s Trade Secret process.
8. If your request is to review records, rather than receive copies, the District will notify you once the records are gathered, and arrangements will be made for your review.
9. The charge for the direct cost of duplication is as follows: Paper Copies, $0.15/page each over 10 pages (first 10 pages are free); Copied CD’s or flash drives, no charge; and Copied Audio Tapes, $5.00 each. After a preliminary estimate, advance payment may be required.
10. If the request is for information in an electronic format, the requestor shall bear the cost of producing a copy of the record, including the cost to construct the record and the cost of programming and computer services necessary to produce a copy of the record, when either of the following applies: (1) the District would be required to produce a copy of an electronic record and the record is one that is produced only at otherwise regularly scheduled intervals, or (2) the request would require data compilation, extraction, or programming to produce the record. (Gov. Code Sec. 6253.9(b)). The transfer of gathered electronic records onto CD, DVD or flash drive typically costs $10.00 each.
An invoice will accompany your records when completed.
Note: For further information, please refer to the District’s Guidelines for Implementing the California Public Records Act. The Guidelines are available in the lobby of the District Headquarters or on the District’s web site at www.aqmd.gov.
Note: If you have questions pertaining to the submittal of a Public Records Act request, you may contact the Public Records Unit, (909) 396- 3700, Tuesday through Friday, 7:00 a.m. to 5:30 p.m. Our Fax number is (909) 396-3330. Our email address is [email protected].
3686
4/11/24, 10:16 AM Records Request - Moreno Valley, CA - Brandy Coats - Outlook about:blank?windowId=SecondaryReadingPane1 1/1
Records Request - Moreno Valley, CA
Brandy Coats <[email protected]>
Thu 4/11/2024 10:06 AM
To:WB-RB8-FileReview8 <[email protected]>
Hi,
I am looking for any records you may have for the parcel 482190022 on Indian Street in Moreno Valley, CA.
Thank you,
Brandy Coats
Brandy Coats
Scientist 1
Apex Companies, LLC
562-516-1846
949-320-3015
Download my vCard
ENR Top 30 All-Environmental Firm
Water • Environmental • Health & Safety •
Compliance & Assurance • Infrastructure
Privacy Notice: This message and any attachment(s) hereto are intended solely for the individual(s) listed in the masthead. This message may contain information that is privileged or otherwise protected from disclosure. Any review, dissemination or use of this message or its contents by persons other than the addressee(s) is strictly prohibited and may be unlawful. If you have received this message in error, please notify the sender by return e-mail and delete the message from your system. Thank you.
3687
Department of Toxic Substances Control
Yana Garcia
Secretary for
Environmental Protection
Meredith Williams, Acting Director
5796 Corporate Avenue
Cypress, California 90630
Gavin Newsom
Governor
Printed on Recycled Paper
April 12, 2024
Brandy Coats
Apex
[email protected]
PR4-041124-04
Dear Requestor:
On April 11, 2024, the Department of Toxic Substances Control (DTSC) received your email of April 11, 2024, requesting records under the Public Records Act. After a thorough review of our files, no site records were found pertaining to the sites/facilities referenced below.
482190022 on Indian St., Moreno
A large number of our records are available on EnviroStor, an online database that provides non-confidential, public access to DTSCs data management system. It tracks our cleanup, permitting, enforcement, and investigation efforts at hazardous waste facilities and sites with known or suspected contamination issues. EnviroStor is available 24/7, 365 days a year. The data reflects the latest updates as they are entered in the system.
Access it from your computer or smartphone, the local library – anywhere Internet access is available. Just go to www.envirostor.dtsc.ca.gov. You’ll find a step-by-step tour of EnviroStor under the "How to Use EnviroStor" menu on the website.
If you have any questions, would like further information regarding your request, please contact me, via email at [email protected]
Sincerely,
Jone Barrio
Jone Barrio - Regional Records Coordinator
Dept. of Toxic Substances Control
5796 Corporate Ave
Cypress, CA 90630
3688
County of Riverside
DEPARTMENT OF ENVIRONMENTAL HEALTH
JEFF JOHNSON, DIRECTOR
4065 County Circle Drive, Room 104, Riverside CA 92503
(951) 358-5055
Fax (951) 358-5342
Mailing Address: P.O. Box 7909, Riverside, CA 92513-7909 www.rivcoeh.org
RELEASE OF RECORDS RESPONSE
April 12, 2024
Service Request No: 24-1743
Brandy Coats
Apex Companies, LLC
1962 Freeman Ave
Signal Hill, CA. 90755
Our office has completed the research regarding your Hazardous Materials Management records request.
NO RECORDS WERE FOUND FOR THE FOLLOWING SITE ADDRESS:
APN# 482190022
NO Emergency Response Complaint Investigation Report found.
We have closed the Haz Mat part of the service request.
Thank you.
Please feel free to use the following contact information to reach out to us with any questions:
Riverside County Department of Environmental Health
Hazardous Materials Management Division
4065 County Circle Dr., Rm. 104
Riverside, CA 92503
Telephone: 951-358-5055 Fax: 951-358-5017
Additional information can be found on our website at www.rivcoeh.org 3689
3690
Interview Questionnaire(s)
3691
USER/CLIENT QUESTIONNAIRE
To be returned to Apex with the authorized proposal
This Questionnaire is required to be completed by the User/Client.
GENERAL INFORMATION
User/Client Name(s):
Property Name and
Address (Include
known current and
former address[es]
and parcel no.):
Property Acreage:
Current Property Type
(Designate property
type and list current
tenants [business
name and type of
operation]):
Residential: __
Commercial: __
Industrial: __
Other: __
Type of Property
Transaction with
respect to User
(Designate one):
Purchase: __
Lease: __
Other (provide further information): __
Reason Phase I is
Required (Check all
that apply):
Landowner Liability Protections (e.g. Innocent Landowner Defense): __ Evaluation of Business Risk: __
Other (list): __
(Note: If no reason is given it is assumed that this assessment is being performed to satisfy one of the requirements for Landowner Liability Protections to CERCLA liability.
Site Owner/ Contact(s)
(Name and phone
number):
Please provide the above information as well as a site plan (ALTA Survey, if available) which clearly designates the boundaries of the subject property for purposes of this Phase I ESA. A list of other Helpful Documents is included with the proposal.
PS Southern California One, LLC, a Delaware limited liability company, Public Storage Operating Company, a Maryland real estate investment trust, Public Storage, a Maryland real estate investment trust, and its affiliates.
Alessandro & Indian St. Moreno Valley, CA Project / CA24007 x self-storage facilities
x
x
x
•
• Cherry Miao; [email protected]
• Brian Ulrich; [email protected]
3692
Providing the following information (if available) to the environmental professional (Apex) is one of the requirements to qualify for one of the Landowner Liability Protections (LLPs) offered under CERCLA. Missing or incomplete information could result in a determination that “all appropriate inquiry” is not complete. If further information is desired regarding these issues, Apex recommends you consult with an Environmental Attorney.
REQUIRED INFORMATION
The citation at the end of each item (e.g., 40 CFR 312.XX) is the section of EPA’s November 1, 2005 AAI Final Rule which discusses that item. The ASTM Standard requires that reasonably ascertainable recorded land title records that are filed under federal, tribal, state and local law should be reviewed to determine the presence of Environmental Liens and Activity and Use Limitations (AULs) that are currently recorded against the property. This should also include a review of Environmental Liens and AULs that are imposed by judicial authorities and recorded/filed in judicial records. The Standard recommends that the User retain a title company or title professional to undertake a review of recorded land title records. Furthermore, the User is to provide any actual knowledge on Environmental Liens and AULs, as well as other selected information regarding recognized environmental conditions, to the environmental professional.
1. Environmental cleanup liens that are filed or recorded against the site (40 CFR 312.25).
Given the above requirement, are you aware of any environmental cleanup liens against the property that are filed or recorded under federal, tribal, state or local law? (Check One) No: __
Yes (If “Yes” provide further information): __
(Note: If you desire that Apex retain a title company/title professional on your behalf to review reasonably ascertainable recorded land title records for the presence of environmental cleanup liens and AULs currently recorded against the property please designate such on the Proposal Acceptance Agreement)
2. Activity and land use limitations (AULs) that are in place on the site or that have been filed or recorded in a registry (40 CFR 312.26).
Given the above requirement, are you aware of any AULs, such as engineering controls, land use restrictions or institutional controls that are in place at the site and/or have been filed or recorded in a registry under federal, tribal, state or local law? (Check One) No: __
Yes (If “Yes” provide further information): __
x
x
3693
3. Specialized knowledge or experience of the person seeking to qualify for the LLP (40 CFR 312.28).
As the user of this ESA do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business? (Check One)
No: _x_
Yes (If “Yes” provide further information): __
4. Relationship of the purchase price to the fair market value of the property if it were not contaminated (40 CFR 312.29).
Does the purchase price being paid for this property reasonably reflect the fair market value of the property? If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property? Yes: __
No (If “No” provide further information): __
Not Applicable (e.g., transaction is a lease): __
3694
5. Commonly known or reasonably ascertainable information about the property (40 CFR 312.30).
Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases?
No: __
Yes (If “Yes” provide further information): __
For example, as user,
(a.) Do you know the past uses of the property?
No: __
Yes (If “Yes” provide further information): __
(b.) Do you know of specific chemicals that are present or once were present at the property? No: __
Yes (If “Yes” provide further information): __
(c.) Do you know of spills or other chemical releases that have taken place at the property? No: __
Yes (If “Yes” provide further information): __
(d.) Do you know of any environmental cleanups that have taken place at the property? No: __
Yes (If “Yes” provide further information): __
6. The degree of obviousness of the presence or likely presence of contamination at the property and the ability to detect the contamination by appropriate investigation (40 CFR 312.31).
As the user of this ESA, based on your knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of contamination at the property?
No: __
Yes (If “Yes” provide further information): __
x
x
3695
7. Proceedings involving the property (ASTM E 1527-13 § 10.9).
Are you aware of any of the following:
(a.) Any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the property?
No: __x
Yes (If “Yes” provide further information): __
(b.) Any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on, or from the property? No: __
Yes (If “Yes” provide further information): __
(c.) Any notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products? No: __
Yes (If “Yes” provide further information): __
SIGNATURE
It is understood that the information presented in this form is an integral part of the Phase I ESA process and that Apex will evaluate and rely on this information in the development of the final Phase I ESA report.
Questionnaire Prepared
By:
Print/Type Name:
Title:
Company:
Date:
x
x
Public Storage
Sharon Linder
Vice President, Assistant General Counsel
4/2/24
3696
Regulatory Database Report
3697
Project Property: PS - Moreno Valley, CA
Alessandro Boulevard and Indian Street
Moreno Valley CA 92553
Project No: PUB005-0313063-24005687
Report Type: Database Report
Order No: 24040201254
Requested by: Apex Companies, LLC
Date Completed: April 4, 2024
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2 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 h-Table of Contents
Notice: IMPORTANT LIMITATIONS and YOUR LIABILITY
Reliance on information in Report: This report DOES NOT replace a full Phase I Environmental Site Assessment but is solely intended to be used as database review of environmental records.
License for use of information in Report: No page of this report can be used without this cover page, this notice and the project property identifier.
The information in Report(s) may not be modified or re-sold.
Your Liability for misuse: Using this Service and/or its reports in a manner contrary to this Notice or your agreement will be in breach of copyright and contract and ERIS may obtain damages for such mis-use, including damages caused to third parties, and gives ERIS the right to terminate your account, rescind your license to any previous reports and to bar you from future use of the Service.
No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Inc. ("ERIS") using various sources of information, including information provided by Federal and State government departments. The report applies only to the address and up to the date specified on the cover of this report, and any alterations or deviation from this description will require a new report. This report and the data contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein and does not constitute a legal opinion nor medical advice. Although ERIS has endeavored to present you with information that is accurate, ERIS disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report.
Trademark and Copyright: You may not use the ERIS trademarks or attribute any work to ERIS other than as outlined above. This Service and Report (s) are protected by copyright owned by ERIS Information Inc. Copyright in data used in the Service or Report(s) (the "Data") is owned by ERIS or its licensors. The Service, Report(s) and Data may not be copied or reproduced in whole or in any substantial part without prior written consent of ERIS.
Table of Contents
Table of Contents...........................................................................................2 Executive Summary........................................................................................3 Executive Summary: Report Summary.......................................................................................................................4 Executive Summary: Site Report Summary - Project Property...................................................................................9 Executive Summary: Site Report Summary - Surrounding Properties......................................................................10 Executive Summary: Summary by Data Source.......................................................................................................17 Map...............................................................................................................28 Aerial.............................................................................................................31 Topographic Map..........................................................................................32 Detail Report.................................................................................................33 Unplottable Summary.................................................................................202 Unplottable Report......................................................................................203 Appendix: Database Descriptions...............................................................205 Definitions...................................................................................................224 3699
3 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 h-Executive Summary
Property Information:
Project Property: PS - Moreno Valley, CA
Alessandro Boulevard and Indian Street Moreno Valley CA 92553 Project No: PUB005-0313063-24005687
Coordinates:
Latitude: 33.91854339
Longitude: -117.2343024
UTM Northing: 3,753,149.00
UTM Easting: 478,342.03
UTM Zone: UTM Zone 11S
Elevation: 1,580 FT
Order Information:
Order No: 24040201254
Date Requested: April 2, 2024
Requested by: Apex Companies, LLC
Report Type: Database Report
Historicals/Products:
Aerial Photographs Historical Aerials (with Project Boundaries) City Directory Search CD - 2 Street Search
ERIS Xplorer ERIS Xplorer
Excel Add-On Excel Add-On
Fire Insurance Maps US Fire Insurance Maps
Physical Setting Report (PSR) Physical Setting Report (PSR) Topographic Map Topographic Maps
Executive Summary
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4 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 h-Executive Summary: Report Summary
Database Searched Search
Radius
Project
Property
Within
0.12mi
0.125mi
to 0.25mi
0.25mi to
0.50mi
0.50mi to
1.00mi
Total
Standard Environmental Records
Federal
rr-NPL-aa Y 1 0 0 0 0 1 1
rr-PROPOSED NPL-aa Y 1 0 0 0 0 0 0
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rr-SEMS-aa Y 0.5 0 0 0 0 - 0
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rr-RCRA VSQG-aa Y 0.25 0 0 0 - - 0
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rr-LUCIS-aa Y 0.5 0 0 0 0 - 0
rr-NPL IC-aa Y 0.5 0 0 0 0 - 0
rr-ERNS 1982 TO 1986-aa Y PO 0 - - - - 0
rr-ERNS 1987 TO 1989-aa Y PO 0 - - - - 0
rr-ERNS-aa Y PO 0 - - - - 0
rr-FED BROWNFIELDS-aa Y 0.5 0 0 0 0 - 0
rr-FEMA UST-aa Y 0.25 0 0 0 - - 0
rr-FRP-aa Y 0.25 0 0 0 - - 0
NPL
PROPOSED NPL
DELETED NPL
SEMS
ODI
SEMS ARCHIVE
CERCLIS
IODI
CERCLIS NFRAP
CERCLIS LIENS
RCRA CORRACTS
RCRA TSD
RCRA LQG
RCRA SQG
RCRA VSQG
RCRA NON GEN
RCRA CONTROLS
FED ENG
FED INST
LUCIS
NPL IC
ERNS 1982 TO 1986
ERNS 1987 TO 1989
ERNS
FED BROWNFIELDS
FEMA UST
FRP
Executive Summary: Report Summary
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5 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Database Searched Search
Radius
Project
Property
Within
0.12mi
0.125mi
to 0.25mi
0.25mi to
0.50mi
0.50mi to
1.00mi
Total
rr-DELISTED FRP-aa Y 0.25 0 0 0 - - 0
rr-HIST GAS STATIONS-aa Y 0.25 0 0 0 - - 0
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State
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rr-SWF/LF-aa Y 0.5 0 0 0 0 - 0
rr-SWRCB SWF-aa Y 0.5 0 0 0 0 - 0
rr-WMUD-aa Y 0.5 0 0 0 0 - 0
rr-HWP-aa Y 1 0 0 0 0 0 0
rr-SWAT-aa Y 0.5 0 0 0 0 - 0
rr-C&D DEBRIS RECY-aa Y 0.5 0 2 0 1 - 3
rr-RECYCLING-aa Y 0.5 0 0 0 1 - 1
rr-PROCESSORS-aa Y 0.5 0 0 0 0 - 0
rr-CONTAINER RECY-aa Y 0.5 0 0 0 0 - 0
rr-LDS-aa Y 0.5 0 0 0 0 - 0
rr-LUST-aa Y 0.5 0 2 0 3 - 5
rr-DELISTED LST-aa Y 0.5 0 0 0 0 - 0
rr-UST-aa Y 0.25 0 2 0 - - 2
rr-UST CLOSURE-aa Y 0.5 0 0 0 0 - 0
rr-HHSS-aa Y 0.25 0 2 0 - - 2
rr-UST SWEEPS-aa Y 0.25 0 3 0 - - 3
rr-AST-aa Y 0.25 0 0 0 - - 0
rr-AST SWRCB-aa Y 0.25 0 0 0 - - 0
rr-TANK OIL GAS-aa Y 0.25 0 0 0 - - 0
rr-DELISTED TNK-aa Y 0.25 0 1 0 - - 1
rr-CERS TANK-aa Y 0.25 0 2 0 - - 2
rr-DELISTED CTNK-aa Y 0.25 0 0 0 - - 0
rr-HIST TANK-aa Y 0.25 0 2 0 - - 2
DELISTED FRP
HIST GAS STATIONS
REFN
BULK TERMINAL
SEMS LIEN
SUPERFUND ROD
DOE FUSRAP
RESPONSE
ENVIROSTOR
DELISTED ENVS
SWF/LF
SWRCB SWF
WMUD
HWP
SWAT
C&D DEBRIS RECY
RECYCLING
PROCESSORS
CONTAINER RECY
LDS
LUST
DELISTED LST
UST
UST CLOSURE
HHSS
UST SWEEPS
AST
AST SWRCB
TANK OIL GAS
DELISTED TNK
CERS TANK
DELISTED CTNK
HIST TANK
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6 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Database Searched Search
Radius
Project
Property
Within
0.12mi
0.125mi
to 0.25mi
0.25mi to
0.50mi
0.50mi to
1.00mi
Total
rr-LUR-aa Y 0.5 0 0 0 0 - 0
rr-CALSITES-aa Y 0.5 0 0 0 0 - 0
rr-HLUR-aa Y 0.5 0 0 0 0 - 0
rr-DEED-aa Y 0.5 0 0 0 0 - 0
rr-VCP-aa Y 0.5 0 0 0 0 - 0
rr-CLEANUP SITES-aa Y 0.5 0 0 0 0 - 0
rr-DELISTED CLEANUP-aa Y 0.5 0 0 0 0 - 0
rr-DELISTED COUNTY-aa Y 0.25 0 0 0 - - 0
Tribal
rr-INDIAN LUST-aa Y 0.5 0 0 0 0 - 0
rr-INDIAN UST-aa Y 0.25 0 0 0 - - 0
rr-DELISTED INDIAN LST-aa Y 0.5 0 0 0 0 - 0
rr-DELISTED INDIAN UST-aa Y 0.25 0 0 0 - - 0
County
rr-LOP RIVERSIDE-aa Y 0.5 0 2 0 3 - 5
rr-UST RIVERSIDE-aa Y 0.25 0 2 0 - - 2
Additional Environmental Records
Federal
rr-PFAS GHG-aa Y 0.5 0 0 0 0 - 0
rr-FINDS/FRS-aa Y PO 0 - - - - 0
rr-TRIS-aa Y PO 0 - - - - 0
rr-PFAS NPL-aa Y 0.5 0 0 0 0 - 0
rr-PFAS FED SITES-aa Y 0.5 0 0 0 0 - 0
rr-PFAS SSEHRI-aa Y 0.5 0 0 0 0 - 0
rr-ERNS PFAS-aa Y 0.5 0 0 0 0 - 0
rr-PFAS NPDES-aa Y 0.5 0 0 0 0 - 0
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rr-NCDL-aa Y 0.125 0 0 - - - 0
rr-TSCA-aa Y 0.125 0 0 - - - 0
LUR
CALSITES
HLUR
DEED
VCP
CLEANUP SITES
DELISTED CLEANUP
DELISTED COUNTY
INDIAN LUST
INDIAN UST
DELISTED INDIAN LST
DELISTED INDIAN UST
LOP RIVERSIDE
UST RIVERSIDE
PFAS GHG
FINDS/FRS
TRIS
PFAS NPL
PFAS FED SITES
PFAS SSEHRI
ERNS PFAS
PFAS NPDES
PFAS TRI
PFAS WATER
PFAS TSCA
PFAS E-MANIFEST
PFAS IND
HMIRS
NCDL
TSCA
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7 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Database Searched Search
Radius
Project
Property
Within
0.12mi
0.125mi
to 0.25mi
0.25mi to
0.50mi
0.50mi to
1.00mi
Total
rr-HIST TSCA-aa Y 0.125 0 0 - - - 0
rr-FTTS ADMIN-aa Y PO 0 - - - - 0
rr-FTTS INSP-aa Y PO 0 - - - - 0
rr-PRP-aa Y PO 0 - - - - 0
rr-SCRD DRYCLEANER-aa Y 0.5 0 0 0 0 - 0
rr-ICIS-aa Y PO 0 - - - - 0
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rr-DELISTED FED DRY-aa Y 0.25 0 0 0 - - 0
rr-FUDS-aa Y 1 0 0 0 0 1 1
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rr-FORMER NIKE-aa Y 1 0 0 0 0 0 0
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rr-SSTS-aa Y 0.25 0 0 0 - - 0
rr-PCBT-aa Y 0.5 0 0 0 0 - 0
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State
rr-PFAS SAMPLING-aa Y 0.5 0 0 0 0 - 0
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rr-DELISTED DRYCLEANERS-aa Y 0.25 0 0 0 - - 0
rr-DRYC GRANT-aa Y 0.25 0 0 0 - - 0
rr-PFAS GT CLEANUPS-aa Y 0.5 0 0 0 0 - 0
rr-PFAS GW-aa Y 0.5 0 0 0 0 - 0
rr-PFAS INVEST-aa Y 0.5 0 0 0 0 - 0
rr-HWSS CLEANUP-aa Y 0.5 0 0 0 0 - 0
rr-TOXIC PITS-aa Y 1 0 0 0 0 0 0
rr-DTSC HWF-aa Y 0.5 0 0 0 0 - 0
HIST TSCA
FTTS ADMIN
FTTS INSP
PRP
SCRD DRYCLEANER
ICIS
FED DRYCLEANERS
DELISTED FED DRY
FUDS
FUDS MRS
FORMER NIKE
PIPELINE INCIDENT
MLTS
HIST MLTS
MINES
SMCRA
MRDS
LM SITES
ALT FUELS
CONSENT DECREES
AFS
SSTS
PCBT
PCB
PFAS SAMPLING
DRYCLEANERS
DELISTED DRYCLEANERS
DRYC GRANT
PFAS GT CLEANUPS
PFAS GW
PFAS INVEST
HWSS CLEANUP
TOXIC PITS
DTSC HWF
3704
8 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Database Searched Search
Radius
Project
Property
Within
0.12mi
0.125mi
to 0.25mi
0.25mi to
0.50mi
0.50mi to
1.00mi
Total
rr-INSP COMP ENF-aa Y 1 0 0 0 0 0 0
rr-SCH-aa Y 1 0 0 0 1 5 6
rr-CHMIRS-aa Y PO 0 - - - - 0
rr-HIST CHMIRS-aa Y PO 0 - - - - 0
rr-HAZNET-aa Y PO 0 1 - - - 1
rr-HAZ GEN-aa Y PO 0 - - - - 0
rr-HAZ TSD-aa Y 0.5 0 0 0 0 - 0
rr-HIST MANIFEST-aa Y PO 0 - - - - 0
rr-HW TRANSPORT-aa Y 0.125 0 0 - - - 0
rr-WASTE TIRE-aa Y PO 0 - - - - 0
rr-MEDICAL WASTE-aa Y 0.25 0 0 0 - - 0
rr-HIST CORTESE-aa Y 0.5 0 0 0 0 - 0
rr-CDO/CAO-aa Y 0.5 0 0 0 0 - 0
rr-CERS HAZ-aa Y 0.125 0 4 - - - 4
rr-DELISTED HAZ-aa Y 0.5 0 0 1 1 - 2
rr-GEOTRACKER-aa Y 0.125 0 0 - - - 0
rr-MINE-aa Y 1 0 0 0 0 0 0
rr-LIEN-aa Y PO 0 - - - - 0
rr-WASTE DISCHG-aa Y 0.25 0 0 0 - - 0
rr-EMISSIONS-aa Y 0.25 0 6 2 - - 8
rr-CDL-aa Y 0.125 0 0 - - - 0
Tribal No Tribal additional environmental record sources available for this State.
County
rr-HWG RIVERSIDE-aa Y 0.125 0 5 - - - 5
rr-HZH RIVERSIDE-aa Y 0.125 0 7 - - - 7
rr-MED WST RIVERSIDE-aa Y 0.25 0 2 4 - - 6
rr-RMP RIVERSIDE-aa Y PO 0 - - - - 0
Total: 0 53 10 12 12 87
* PO – Property Only
* 'Property and adjoining properties' database search radii are set at 0.25 miles.
INSP COMP ENF
SCH
CHMIRS
HIST CHMIRS
HAZNET
HAZ GEN
HAZ TSD
HIST MANIFEST
HW TRANSPORT
WASTE TIRE
MEDICAL WASTE
HIST CORTESE
CDO/CAO
CERS HAZ
DELISTED HAZ
GEOTRACKER
MINE
LIEN
WASTE DISCHG
EMISSIONS
CDL
HWG RIVERSIDE
HZH RIVERSIDE
MED WST RIVERSIDE
RMP RIVERSIDE
3705
9 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 h-Executive Summary: Site Report Summary - Project Property Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
No records found in the selected databases for the project property.
Executive Summary: Site Report Summary - Project Property 3706
10 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 h-Executive Summary: Site Report Summary - Surrounding Properties Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m1d dd-HZH RIVERSIDE-820086213-aa AutoZone #5563 24570 Alessandro Blvd Moreno Valley CA 92553
SSE 0.02 /
105.56
-2 p1p-33-820086213-x1x
m1d dd-HWG RIVERSIDE-820092901-aa AutoZone #5563 24570 Alessandro Blvd Moreno Valley CA 92553
SSE 0.02 /
105.56
-2 p1p-33-820092901-x1x
m1d dd-RCRA NON GEN-873937807-aa AUTOZONE INC #5563 24570 ALLESANDRO BLVD MORENO VALLEY CA 92553-
0000
SSE 0.02 /
105.56
-2 p1p-33-873937807-x1x
EPA Handler ID: CAL000207941
m1d dd-C&D DEBRIS RECY-891199874-aa AUTOZONE #5563 24570 ALESSANDRO BLVD MORENO VALLEY CA 92553
SSE 0.02 /
105.56
-2 p1p-36-891199874-x1x
m2d dd-HAZNET-826333912-aa ALESSANDRO DENTAL
CLINIC
13925 INDIAN ST
MORENO VALLEY CA 92553
W 0.02 /
105.56
-1 p1p-36-826333912-x1x
m2d dd-MED WST RIVERSIDE-891210226-aa Alessandro Dental Clinic OOB
13925 Indian St
Moreno Valley CA 92553
W 0.02 /
105.56
-1 p1p-36-891210226-x1x
m3d dd-HWG RIVERSIDE-822795851-aa Food 4 Less Fuel Center No. 398
24500 Alessandro Blvd
Moreno Valley CA 92553
SSW 0.02 /
115.00
-2 p1p-36-822795851-x1x
m3d dd-UST RIVERSIDE-823005211-aa Food 4 Less Fuel Center No. 398
24500 Alessandro Blvd
Moreno Valley CA 92553
SSW 0.02 /
115.00
-2 p1p-36-823005211-x1x
No of Tanks: 3
m3d dd-HZH RIVERSIDE-823023195-aa Food 4 Less Fuel Center No. 398
24500 Alessandro Blvd
Moreno Valley CA 92553
SSW 0.02 /
115.00
-2 p1p-36-823023195-x1x
m3d dd-RCRA LQG-848622677-aa FOOD 4 LESS- FUEL
CENTER #398
24500 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SSW 0.02 /
115.00
-2 p1p-37-848622677-x1x
EPA Handler ID: CAR000260653
m3d dd-UST-860407441-aa FOOD 4 LESS FUEL
CENTER #398
24500 Alessandro Blvd
Moreno Valley CA 92553
SSW 0.02 /
115.00
-2 p1p-38-860407441-x1x
Facility ID: FA0040977
Tank ID No. | Tank Status | Tank Closure Date: 2 | Confirmed/Updated Information | , 1 | Confirmed/Updated Information | , 3 | Confirmed/Updated Information | m3d dd-CERS TANK-864884405-aa FOOD 4 LESS FUEL
CENTER #398
24500 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SSW 0.02 /
115.00
-2 p1p-39-864884405-x1x
33 33
33 36
36 36
36 36
36 37
38 39
1 1
1 1
2 2
3 3
3 3
3 3
HZH
RIVERSIDE
HWG
RIVERSIDE
RCRA
NON GEN
C&D
DEBRIS RECY
HAZNET
MED
WST RIVERSIDE
HWG
RIVERSIDE
UST
RIVERSIDE
HZH
RIVERSIDE
RCRA
LQG
UST
CERS
TANK
Executive Summary: Site Report Summary - Surrounding Properties 3707
11 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
Site ID: 117170
m3d dd-EMISSIONS-867301346-aa FOOD 4 LESS FUEL
CENTER 398
24500 ALLESSANDRO BLVD
MORENO VALLEY CA 92553
SSW 0.02 /
115.00
-2 p1p-51-867301346-x1x
m4d dd-LOP RIVERSIDE-820084472-aa MOBIL #18-A3E 24440 ALESSANDRO BLVD
MORENO VALLEY CA
WSW 0.05 /
290.39
-3 p1p-51-820084472-x1x
Site ID | Status Desc: 200117362 |
m4d dd-HZH RIVERSIDE-820086547-aa Circle K Stores #2211304 24440 Alessandro Blvd Moreno Valley CA 92553
WSW 0.05 /
290.39
-3 p1p-52-820086547-x1x
m4d dd-HZH RIVERSIDE-820087796-aa McDonald's #11549 24440 Alessandro Blvd Moreno Valley CA 92553
WSW 0.05 /
290.39
-3 p1p-52-820087796-x1x
m4d dd-HWG RIVERSIDE-820094722-aa Circle K Stores #2211304 24440 Alessandro Blvd Moreno Valley CA 92553
WSW 0.05 /
290.39
-3 p1p-52-820094722-x1x
m4d dd-HWG RIVERSIDE-820095183-aa Food 4 Less #398 24440 Alessandro Blvd Moreno Valley CA 92553
WSW 0.05 /
290.39
-3 p1p-52-820095183-x1x
m4d dd-UST RIVERSIDE-820141903-aa Circle K Stores #2211304 24440 Alessandro Blvd Moreno Valley CA 92553
WSW 0.05 /
290.39
-3 p1p-52-820141903-x1x
No of Tanks: 4
m4d dd-LUST-820205185-aa MOBIL #18-A3E 24440 ALESSANDRO BLVD MORENO VALLEY CA 92553
WSW 0.05 /
290.39
-3 p1p-52-820205185-x1x
Global ID | Status: T0606599291 | Completed - Case Closed m4d dd-UST-860406464-aa Circle K Stores #2211304 24440 Alessandro Blvd Moreno Valley CA 92553
WSW 0.05 /
290.39
-3 p1p-84-860406464-x1x
Facility ID: FA0036547
Tank ID No. | Tank Status | Tank Closure Date: 2 | Confirmed/Updated Information | , 3 | Confirmed/Updated Information | , 1 | Confirmed/Updated Information | , 4 | Confirmed/Updated Information |
m4d dd-CERS TANK-864882881-aa Circle K Stores #2211304 24440 ALESSANDRO BLVD MORENO VALLEY CA 92553
WSW 0.05 /
290.39
-3 p1p-86-864882881-x1x
Site ID: 389980
m4d dd-CERS HAZ-864926538-aa Food 4 Less #398 24440 ALESSANDRO BLVD.
MORENO VALLEY CA 92553
WSW 0.05 /
290.39
-3 p1p-101-864926538-x1x
m4d dd-CERS HAZ-864932109-aa McDonald's #11549 24440 ALESSANDRO BLVD MORENO VALLEY CA 92553
WSW 0.05 /
290.39
-3 p1p-105-864932109-x1x
m4d dd-EMISSIONS-867300175-aa CIRCLE K STORES INC
SITE #2211304
24440 ALESSANDRO BLVD
MORENO VALLEY CA 92553
WSW 0.05 /
290.39
-3 p1p-110-867300175-x1x
51 51
52 52
52 52
52 52
84 86
101
105
110
3 4
4 4
4 4
4 4
4 4
4 4
4 EMISSIONS
LOP
RIVERSIDE
HZH
RIVERSIDE
HZH
RIVERSIDE
HWG
RIVERSIDE
HWG
RIVERSIDE
UST
RIVERSIDE
LUST
UST
CERS
TANK
CERS
HAZ
CERS
HAZ
EMISSIONS
3708
12 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m4d dd-RCRA NON GEN-873950298-aa CIRCLE K STORE
#2211304
24440 ALESSANDRO BLVD
MORENO VALLEY CA 92553
WSW 0.05 /
290.39
-3 p1p-111-873950298-x1x
EPA Handler ID: CAL000369671
m4d dd-RCRA NON GEN-873953834-aa FOOD 4 LESS #398 24440 ALESSANDRO BLVD MORENO VALLEY CA 92553-
3510
WSW 0.05 /
290.39
-3 p1p-112-873953834-x1x
EPA Handler ID: CAL000320648
m4d dd-HZH RIVERSIDE-881429661-aa Food 4 Less #398 24440 Alessandro Blvd Moreno Valley CA 92553
WSW 0.05 /
290.39
-3 p1p-113-881429661-x1x
m4d dd-RCRA SQG-882446817-aa EXXON MOBIL OIL CORP 24440 ALESSANDRO BLVD MORENO VALLEY CA 92553
WSW 0.05 /
290.39
-3 p1p-113-882446817-x1x
EPA Handler ID: CAL000055779
m4d dd-UST SWEEPS-888203277-aa MOBIL #18-A3E 24440 ALESSANDRO BLVD
MORENO VALLEY CA
WSW 0.05 /
290.39
-3 p1p-114-888203277-x1x
C C | Status: A33-000-1781 | ACTIVE
Tank ID: 000001, 000003, 000002, 000004
m5d dd-DELISTED TNK-822765481-aa MOBIL STATION #18-A3E 24440 ALESSANDRO BLVD Moreno Valley CA 92553
WSW 0.06 /
343.05
-2 p1p-115-822765481-x1x
m6d dd-EMISSIONS-861210199-aa CIRCLE K ST30ES INC
SITE #2211304
24440 ALESSANDRO BLVD
M30ENO VALLEY CA 92553
WNW 0.07 /
392.21
2 p1p-115-861210199-x1x
m7d dd-RCRA NON GEN-873986980-aa CALIFORNIA BRIGHT
DENTAL
24561 ALESSANDRO BLVD
MORENO VALLEY CA 92553
S 0.08 /
421.91
-5 p1p-115-873986980-x1x
EPA Handler ID: CAL000440731
m7d dd-MED WST RIVERSIDE-891210801-aa California Bright Dental OOB
24561 Alessandro Blvd
Moreno Valley CA 92553
S 0.08 /
421.91
-5 p1p-117-891210801-x1x
m8d dd-HHSS-822965664-aa 7-ELEVEN STORE 20402
(2134)
24491 ALESSANDRO INDIAN
SUNNYMEAD CA 92388
SSW 0.09 /
476.65
-5 p1p-117-822965664-x1x
m8d dd-HIST TANK-865044952-aa 7-ELEVEN STORE
#20402 (2134)
24491 ALESSANDRO
SUNNYMEAD CA
SSW 0.09 /
476.65
-5 p1p-117-865044952-x1x
m8d dd-UST SWEEPS-888204237-aa 7-ELEVEN STORE
#20402 (2111)
24491 ALESSANDRO BLVD
MORENO VALLEY CA
SSW 0.09 /
476.65
-5 p1p-117-888204237-x1x
C C | Status: A33-000-12369 | ACTIVE
Tank ID: 000001, 000002, 000003
m9d dd-CERS HAZ-918144626-aa Sipkoi 24685 ALESSANDRO BLVD MORENO VALLEY CA 92553
SE 0.09 /
500.80
-4 p1p-118-918144626-x1x
111
112
113
113
114
115
115
115
117
117
117
117
118
4 4
4 4
4 5
6 7
7 8
8 8
9 RCRA
NON GEN
RCRA
NON GEN
HZH
RIVERSIDE
RCRA
SQG
UST
SWEEPS
DELISTED
TNK
EMISSIONS
RCRA
NON GEN
MED
WST RIVERSIDE
HHSS
HIST
TANK
UST
SWEEPS
CERS
HAZ
3709
13 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m9d dd-HZH RIVERSIDE-920464786-aa Sipkoi 24685 Alessandro Blvd Moreno Valley CA 92553
SE 0.09 /
500.80
-4 p1p-124-920464786-x1x
m10d dd-HHSS-822924213-aa FIRESTONE STORES
27T2
24673 ALESSANDRO BLVD
NONE
SUNNYMEAD CA 92388
SE 0.10 /
505.52
-5 p1p-125-822924213-x1x
m10d dd-HIST TANK-865093257-aa FIRESTONE STORES
#27T2
24673 ALESSANDRO BLVD
SUNNYMEAD CA
SE 0.10 /
505.52
-5 p1p-125-865093257-x1x
m11d dd-LOP RIVERSIDE-820084280-aa Firestone #2259 24673 Alessandro Blvd Moreno Valley CA
SE 0.10 /
528.37
-5 p1p-125-820084280-x1x
Site ID | Status Desc: 980119 | CLOSED/ACTION COMPLETED m11d dd-HZH RIVERSIDE-820087175-aa Firestone Complete Auto Care #023116
24673 Alessandro Blvd
Moreno Valley CA 92553
SE 0.10 /
528.37
-5 p1p-125-820087175-x1x
m11d dd-HWG RIVERSIDE-820095181-aa Firestone Complete Auto Care #023116
24673 Alessandro Blvd
Moreno Valley CA 92553
SE 0.10 /
528.37
-5 p1p-125-820095181-x1x
m11d dd-LUST-820183720-aa FIRESTONE STORE
#2259
24673 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SE 0.10 /
528.37
-5 p1p-125-820183720-x1x
Global ID | Status: T0606500517 | Completed - Case Closed m11d dd-CERS HAZ-864910738-aa Firestone Complete Auto
Care #023116
24673 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SE 0.10 /
528.37
-5 p1p-128-864910738-x1x
m11d dd-RCRA NON GEN-873992354-aa FIRESTONE COMPLETE
AUTO CARE # 7166
24673 ALESSANDRO BLVD
MORENO VALLEY CA 92553-
3929
SE 0.10 /
528.37
-5 p1p-133-873992354-x1x
EPA Handler ID: CAL000365882
m11d dd-UST SWEEPS-888172231-aa FIRESTONE STORES
#27T2
24673 ALESSANDRO BLVD
MORENO VALLEY CA
SE 0.10 /
528.37
-5 p1p-134-888172231-x1x
C C | Status: A33-000-18331 | ACTIVE
Tank ID: 000001
m11d dd-C&D DEBRIS RECY-891200376-aa FIRESTONE STORE
#2259
24673 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SE 0.10 /
528.37
-5 p1p-134-891200376-x1x
m12d dd-DRYCLEANERS-828936192-aa STAR CLEANERS 24695 ALESSANDRO
MORENO VALLEY CA
ESE 0.11 /
570.63
-4 p1p-134-828936192-x1x
m12d dd-EMISSIONS-861178809-aa STAR CLEANERS,
CHONG KU KIM DB
24695 ALESSANDRO
MORENO VALLEY CA 92388
ESE 0.11 /
570.63
-4 p1p-134-861178809-x1x
124
125
125
125
125
125
125
128
133
134
134
134
134
9 10
10 11
11 11
11 11
11 11
11 12
12 HZH
RIVERSIDE
HHSS
HIST
TANK
LOP
RIVERSIDE
HZH
RIVERSIDE
HWG
RIVERSIDE
LUST
CERS
HAZ
RCRA
NON GEN
UST
SWEEPS
C&D
DEBRIS RECY
DRYCLEANERS
EMISSIONS
3710
14 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m12d dd-EMISSIONS-861179067-aa STAR CLEANERS,
SEONG JAE HAN D
24695 ALESSANDRO
MORENO VALLEY CA 92388
ESE 0.11 /
570.63
-4 p1p-135-861179067-x1x
m12d dd-EMISSIONS-861209589-aa STAR CLEANERS 24695 ALESSANDRO MORENO VALLEY CA 92388
ESE 0.11 /
570.63
-4 p1p-135-861209589-x1x
m13d dd-DRYCLEANERS-828943932-aa STAR CLEANERS 24695 ALESSANDRO BLVD
MORENO VALLEY CA
ESE 0.13 /
699.84
-3 p1p-136-828943932-x1x
m13d dd-EMISSIONS-861212542-aa STAR CLEANERS 24695 ALESSANDRO BLVD RIVERSIDE CA 92553
ESE 0.13 /
699.84
-3 p1p-137-861212542-x1x
m13d dd-DELISTED HAZ-864960184-aa Star Cleaners 24695 ALESSANDRO BLVD MORENO VALLEY CA 92553
ESE 0.13 /
699.84
-3 p1p-137-864960184-x1x
m14d dd-MED WST RIVERSIDE-891209943-aa Carlos Rivas DDS Inc.
OOB
24430 Alessandro Blvd #104
Moreno Valley CA 92553
WSW 0.13 /
710.46
-5 p1p-137-891209943-x1x
m15d dd-MED WST RIVERSIDE-891209730-aa Covey Quail House OOB 13802 Covey Quail LN Moreno Valley CA 925533870
ENE 0.16 /
870.07
2 p1p-138-891209730-x1x
m16d dd-DRYCLEANERS-828938608-aa STAR CLEANERS 24695 ALEXSANDRO
SUNNYMEAD CA
SE 0.16 /
870.39
-7 p1p-138-828938608-x1x
m17d dd-MED WST RIVERSIDE-891211350-aa Bay House OOB 24675 Bay Ave Moreno Valley CA 925533810
NE 0.17 /
894.54
5 p1p-138-891211350-x1x
m18d dd-MED WST RIVERSIDE-891208992-aa Ormista House OOB 24576 Ormista DR Moreno Valley CA 925535325
NNE 0.18 /
970.24
8 p1p-138-891208992-x1x
m19d dd-DRYCLEANERS-828938783-aa PRESTIGE CLEANERS 24825-4 ALEXANDRO BLVD
SUNNY MEAD CA
ESE 0.23 /
1,224.79
-6 p1p-138-828938783-x1x
m20d dd-EMISSIONS-861209542-aa PRESTIGE CLEANERS 24825 ALLESANDRO BL, #4 MORENO VALLEY CA 92388
ESE 0.23 /
1,228.07
-5 p1p-139-861209542-x1x
m21d dd-SCH-820263484-aa BAY AVENUE
ELEMENTARY SCHOOL
24801 BAY AVENUE
MORENO VALLEY CA 92553
ENE 0.26 /
1,375.89
2 p1p-139-820263484-x1x
Estor/EPA ID | Cleanup Status: 33820010 | NO FURTHER ACTION AS OF 8/19/2003 135
135
136
137
137
137
138
138
138
138
138
139
139
12 12
13 13
13 14
15 16
17 18
19 20
21 EMISSIONS
EMISSIONS
DRYCLEANERS
EMISSIONS
DELISTED
HAZ
MED
WST RIVERSIDE
MED
WST RIVERSIDE
DRYCLEANERS
MED
WST RIVERSIDE
MED
WST RIVERSIDE
DRYCLEANERS
EMISSIONS
SCH
3711
15 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m21d dd-ENVIROSTOR-820295543-aa BAY AVENUE
ELEMENTARY SCHOOL
24801 BAY AVENUE
MORENO VALLEY CA 92553
ENE 0.26 /
1,375.89
2 p1p-140-820295543-x1x
Estor/EPA ID | Cleanup Status: 33820010 | NO FURTHER ACTION AS OF 8/19/2003 m22d dd-RECYCLING-891037076-aa Ecogen Recycling Center
#4
24875 Alessandro Blvd
Moreno Valley CA 92553
ESE 0.34 /
1,786.27
-9 p1p-142-891037076-x1x
m23d dd-LOP RIVERSIDE-820083574-aa ARCO #5208 24994 ALESSANDRO BLVD
MORENO VALLEY CA
E 0.40 /
2,133.68
-9 p1p-142-820083574-x1x
Site ID | Status Desc: 200218405 | CLOSED/ACTION COMPLETED m23d dd-LUST-820170501-aa ARCO #5208 24994 ALESSANDRO
BOULEVARD
MORENO VALLEY CA 92553
E 0.40 /
2,133.68
-9 p1p-142-820170501-x1x
Global ID | Status: T0606562779 | Completed - Case Closed m24d dd-RCRA TSD-877600753-aa ADOLPHUS JOHNSON 24344 LAMONT DRIVE MORENO VALLEY CA 92553
SSW 0.43 /
2,296.72
-20 p1p-152-877600753-x1x
EPA Handler ID: CAC003014060
m25d dd-C&D DEBRIS RECY-891198065-aa O'REILLY AUTO PARTS #2870
24021 ALESSANDRO BLVD
STE C
MORENO VALLEY CA 92553
W 0.45 /
2,351.86
-10 p1p-153-891198065-x1x
m26d dd-DELISTED HAZ-865628323-aa T-Mobile West, LLC
IE94359A
24999 ALESSANDRO BLVD
MORENO VALLEY CA 92553
E 0.45 /
2,371.26
-11 p1p-153-865628323-x1x
m27d dd-LOP RIVERSIDE-820083920-aa Tosco #6962 - Waste Oil 25020 Alessandro Blvd Moreno Valley CA
E 0.45 /
2,399.63
-9 p1p-154-820083920-x1x
Site ID | Status Desc: 200622573 | CLOSED/ACTION COMPLETED m27d dd-LOP RIVERSIDE-820084229-aa TOSCO/ 76 STATION
#6962
25020 ALESSANDRO BLVD
MORENO VALLEY CA
E 0.45 /
2,399.63
-9 p1p-154-820084229-x1x
Site ID | Status Desc: 980609 | CLOSED/ACTION COMPLETED m27d dd-LUST-820173194-aa TOSCO/ 76 STATION
#6962 - WASTE OIL
RELEASE
25020 ALESSANDRO BLVD
MORENO VALLEY CA 92553
E 0.45 /
2,399.63
-9 p1p-154-820173194-x1x
Global ID | Status: T0606504503 | Completed - Case Closed m27d dd-LUST-820198219-aa TOSCO / 76 STATION
#6962
25020 ALESSANDRO BLVD
MORENO VALLEY CA 92553
E 0.45 /
2,399.63
-9 p1p-158-820198219-x1x
Global ID | Status: T0606500535 | Completed - Case Closed m28d dd-SCH-820263863-aa MORENO VALLEY
REGIONAL LEARNING
CENTER
NEC PERRIS BOULEVARD &
BAY AVENUE
MORENO VALLEY CA 92553
ENE 0.50 /
2,663.88
0 p1p-189-820263863-x1x
Estor/EPA ID | Cleanup Status: 60000502 | NO FURTHER ACTION AS OF 5/21/2007 m28d dd-ENVIROSTOR-820299612-aa MORENO VALLEY
REGIONAL LEARNING
CENTER
NEC PERRIS BOULEVARD &
BAY AVENUE
MORENO VALLEY CA 92553
ENE 0.50 /
2,663.88
0 p1p-190-820299612-x1x
140
142
142
142
152
153
153
154
154
154
158
189
190
21 22
23 23
24 25
26 27
27 27
27 28
28 ENVIROSTOR
RECYCLING
LOP
RIVERSIDE
LUST
RCRA
TSD
C&D
DEBRIS RECY
DELISTED
HAZ
LOP
RIVERSIDE
LOP
RIVERSIDE
LUST
LUST
SCH
ENVIROSTOR
3712
16 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
Estor/EPA ID | Cleanup Status: 60000502 | NO FURTHER ACTION AS OF 5/21/2007 m29d dd-FUDS-845739070-aa MARCH FIELD
MARCH AIR FORCE BASE
CA
W 0.52 /
2,727.15
-9 p1p-191-845739070-x1x
FUDS Property No: J09CA7168
m30d dd-SCH-820263755-aa PROPOSED
ALTERNATIVE SCHOOL
SITE
SEC CACTUS AVENUE AND
INDIAN STREET
MORENO VALLEY CA 92553
S 0.59 /
3,133.85
-27 p1p-191-820263755-x1x
Estor/EPA ID | Cleanup Status: 60000563 | NO FURTHER ACTION AS OF 12/4/2007 m30d dd-ENVIROSTOR-820293537-aa PROPOSED
ALTERNATIVE SCHOOL
SITE
SEC CACTUS AVENUE AND
INDIAN STREET
MORENO VALLEY CA 92553
S 0.59 /
3,133.85
-27 p1p-193-820293537-x1x
Estor/EPA ID | Cleanup Status: 60000563 | NO FURTHER ACTION AS OF 12/4/2007 m31d dd-SCH-820263227-aa BADGER SPRINGS
MIDDLE SCHOOL
EXPANSION
24750 DELPHINIUM AVENUE
MORENO VALLEY CA 92553
S 0.72 /
3,805.67
-30 p1p-194-820263227-x1x
Estor/EPA ID | Cleanup Status: 60000826 | NO FURTHER ACTION AS OF 6/24/2008 m31d dd-ENVIROSTOR-820297531-aa BADGER SPRINGS
MIDDLE SCHOOL
EXPANSION
24750 DELPHINIUM AVENUE
MORENO VALLEY CA 92553
S 0.72 /
3,805.67
-30 p1p-195-820297531-x1x
Estor/EPA ID | Cleanup Status: 60000826 | NO FURTHER ACTION AS OF 6/24/2008 m32d dd-NPL-807275776-aa MARCH AIR FORCE
BASE
22 CSG/CC
RIVERSIDE CA 92518
SW 0.75 /
3,955.12
-31 p1p-196-807275776-x1x
EPA ID: CA4570024527
m33d dd-SCH-820264123-aa CHAPARRAL
ELEMENTARY SCHOOL
24850 DELPHINIUM AVENUE
MORENO VALLEY CA 92553
SSE 0.78 /
4,133.23
-30 p1p-197-820264123-x1x
Estor/EPA ID | Cleanup Status: 33010055 | NO ACTION REQUIRED AS OF 3/28/2002 m33d dd-ENVIROSTOR-820300030-aa CHAPARRAL
ELEMENTARY SCHOOL
24850 DELPHINIUM AVENUE
MORENO VALLEY CA 92553
SSE 0.78 /
4,133.23
-30 p1p-198-820300030-x1x
Estor/EPA ID | Cleanup Status: 33010055 | NO ACTION REQUIRED AS OF 3/28/2002 m34d dd-SCH-820263127-aa ELEMENTARY SCHOOL
NO. 26
HEACOCK
STREET/ATWOOD AVENUE
MORENO VALLEY CA 92553
NW 0.80 /
4,241.94
30 p1p-199-820263127-x1x
Estor/EPA ID | Cleanup Status: 36880002 | NO ACTION REQUIRED AS OF 10/8/2004 m34d dd-ENVIROSTOR-820299280-aa ELEMENTARY SCHOOL
NO. 26
HEACOCK
STREET/ATWOOD AVENUE
MORENO VALLEY CA 92553
NW 0.80 /
4,241.94
30 p1p-200-820299280-x1x
Estor/EPA ID | Cleanup Status: 36880002 | NO ACTION REQUIRED AS OF 10/8/2004 191
191
193
194
195
196
197
198
199
200
29 30
30 31
31 32
33 33
34 34
FUDS
SCH
ENVIROSTOR
SCH
ENVIROSTOR
NPL
SCH
ENVIROSTOR
SCH
ENVIROSTOR
3713
17 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 h-Executive Summary: Summary by Data Source
Standard
Federal
NPL - National Priority List
A search of the NPL database, dated Oct 26, 2023 has found that there are 1 NPL site(s) within approximately 1.00miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key MARCH AIR FORCE BASE 22 CSG/CC
RIVERSIDE CA 92518
SW 0.75 / 3,955.12 m-32-807275776-a
EPA ID: CA4570024527
RCRA TSD - RCRA non-CORRACTS TSD Facilities
A search of the RCRA TSD database, dated Jan 1, 2024 has found that there are 1 RCRA TSD site(s) within approximately 0.50miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key ADOLPHUS JOHNSON 24344 LAMONT DRIVE
MORENO VALLEY CA 92553
SSW 0.43 / 2,296.72 m-24-877600753-a
EPA Handler ID: CAC003014060
RCRA LQG - RCRA Generator List
A search of the RCRA LQG database, dated Jan 1, 2024 has found that there are 1 RCRA LQG site(s) within approximately 0.25miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key FOOD 4 LESS- FUEL CENTER
#398
24500 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SSW 0.02 / 115.00 m-3-848622677-a
EPA Handler ID: CAR000260653
RCRA SQG - RCRA Small Quantity Generators List
A search of the RCRA SQG database, dated Jan 1, 2024 has found that there are 1 RCRA SQG site(s) within approximately 0.25miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key EXXON MOBIL OIL CORP 24440 ALESSANDRO BLVD
MORENO VALLEY CA 92553
WSW 0.05 / 290.39 m-4-882446817-a
EPA Handler ID: CAL000055779
RCRA NON GEN - RCRA Non-Generators
A search of the RCRA NON GEN database, dated Jan 1, 2024 has found that there are 5 RCRA NON GEN site(s) within approximately
0.25miles of the project property.
32 24
3 4
Executive Summary: Summary by Data Source
3714
18 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Lower Elevation Address Direction Distance (mi/ft) Map Key AUTOZONE INC #5563 24570 ALLESANDRO BLVD
MORENO VALLEY CA 92553-0000
SSE 0.02 / 105.56 m-1-873937807-a
EPA Handler ID: CAL000207941
FOOD 4 LESS #398 24440 ALESSANDRO BLVD
MORENO VALLEY CA 92553-3510
WSW 0.05 / 290.39 m-4-873953834-a
EPA Handler ID: CAL000320648
CIRCLE K STORE #2211304 24440 ALESSANDRO BLVD
MORENO VALLEY CA 92553
WSW 0.05 / 290.39 m-4-873950298-a
EPA Handler ID: CAL000369671
CALIFORNIA BRIGHT DENTAL 24561 ALESSANDRO BLVD
MORENO VALLEY CA 92553
S 0.08 / 421.91 m-7-873986980-a
EPA Handler ID: CAL000440731
FIRESTONE COMPLETE AUTO
CARE # 7166
24673 ALESSANDRO BLVD
MORENO VALLEY CA 92553-3929
SE 0.10 / 528.37 m-11-873992354-a
EPA Handler ID: CAL000365882
State
ENVIROSTOR - EnviroStor Database
A search of the ENVIROSTOR database, dated Feb 15, 2024 has found that there are 6 ENVIROSTOR site(s) within approximately
1.00miles of the project property.
Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key
BAY AVENUE ELEMENTARY
SCHOOL
24801 BAY AVENUE
MORENO VALLEY CA 92553
ENE 0.26 / 1,375.89 m-21-820295543-a
Estor/EPA ID | Cleanup Status: 33820010 | NO FURTHER ACTION AS OF 8/19/2003
MORENO VALLEY REGIONAL
LEARNING CENTER
NEC PERRIS BOULEVARD & BAY
AVENUE
MORENO VALLEY CA 92553
ENE 0.50 / 2,663.88 m-28-820299612-a
Estor/EPA ID | Cleanup Status: 60000502 | NO FURTHER ACTION AS OF 5/21/2007 ELEMENTARY SCHOOL NO. 26 HEACOCK STREET/ATWOOD
AVENUE
MORENO VALLEY CA 92553
NW 0.80 / 4,241.94 m-34-820299280-a
Estor/EPA ID | Cleanup Status: 36880002 | NO ACTION REQUIRED AS OF 10/8/2004 Lower Elevation Address Direction Distance (mi/ft) Map Key
PROPOSED ALTERNATIVE
SCHOOL SITE
SEC CACTUS AVENUE AND INDIAN
STREET
MORENO VALLEY CA 92553
S 0.59 / 3,133.85 m-30-820293537-a
Estor/EPA ID | Cleanup Status: 60000563 | NO FURTHER ACTION AS OF 12/4/2007
BADGER SPRINGS MIDDLE
SCHOOL EXPANSION
24750 DELPHINIUM AVENUE
MORENO VALLEY CA 92553
S 0.72 / 3,805.67 m-31-820297531-a
Estor/EPA ID | Cleanup Status: 60000826 | NO FURTHER ACTION AS OF 6/24/2008 1 4
4 7
11 21
28 34
30 31
3715
19 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Lower Elevation Address Direction Distance (mi/ft) Map Key
CHAPARRAL ELEMENTARY
SCHOOL
24850 DELPHINIUM AVENUE
MORENO VALLEY CA 92553
SSE 0.78 / 4,133.23 m-33-820300030-a
Estor/EPA ID | Cleanup Status: 33010055 | NO ACTION REQUIRED AS OF 3/28/2002 C&D DEBRIS RECY - Construction and Demolition Debris Recyclers A search of the C&D DEBRIS RECY database, dated Jun 20, 2018 has found that there are 3 C&D DEBRIS RECY site(s) within approximately 0.50miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key AUTOZONE #5563 24570 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SSE 0.02 / 105.56 m-1-891199874-a
FIRESTONE STORE #2259 24673 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SE 0.10 / 528.37 m-11-891200376-a
O'REILLY AUTO PARTS #2870 24021 ALESSANDRO BLVD STE C
MORENO VALLEY CA 92553
W 0.45 / 2,351.86 m-25-891198065-a
RECYCLING - Recycling Centers
A search of the RECYCLING database, dated Jan 17, 2024 has found that there are 1 RECYCLING site(s) within approximately 0.50 miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key Ecogen Recycling Center #4 24875 Alessandro Blvd
Moreno Valley CA 92553
ESE 0.34 / 1,786.27 m-22-891037076-a
LUST - Leaking Underground Fuel Tank Reports
A search of the LUST database, dated Nov 30, 2023 has found that there are 5 LUST site(s) within approximately 0.50miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key MOBIL #18-A3E 24440 ALESSANDRO BLVD
MORENO VALLEY CA 92553
WSW 0.05 / 290.39 m-4-820205185-a
Global ID | Status: T0606599291 | Completed - Case Closed FIRESTONE STORE #2259 24673 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SE 0.10 / 528.37 m-11-820183720-a
Global ID | Status: T0606500517 | Completed - Case Closed ARCO #5208 24994 ALESSANDRO BOULEVARD
MORENO VALLEY CA 92553
E 0.40 / 2,133.68 m-23-820170501-a
Global ID | Status: T0606562779 | Completed - Case Closed TOSCO / 76 STATION #6962 25020 ALESSANDRO BLVD
MORENO VALLEY CA 92553
E 0.45 / 2,399.63 m-27-820198219-a
33 1
11 25
22 4
11 23
27 3716
20 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Lower Elevation Address Direction Distance (mi/ft) Map Key Global ID | Status: T0606500535 | Completed - Case Closed TOSCO/ 76 STATION #6962 -
WASTE OIL RELEASE
25020 ALESSANDRO BLVD
MORENO VALLEY CA 92553
E 0.45 / 2,399.63 m-27-820173194-a
Global ID | Status: T0606504503 | Completed - Case Closed UST - Permitted Underground Storage Tank (UST) in GeoTracker A search of the UST database, dated Feb 15, 2024 has found that there are 2 UST site(s) within approximately 0.25miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key FOOD 4 LESS FUEL CENTER
#398
24500 Alessandro Blvd
Moreno Valley CA 92553
SSW 0.02 / 115.00 m-3-860407441-a
Facility ID: FA0040977
Tank ID No. | Tank Status | Tank Closure Date: 2 | Confirmed/Updated Information | , 1 | Confirmed/Updated Information | , 3 | Confirmed/Updated Information |
Circle K Stores #2211304 24440 Alessandro Blvd
Moreno Valley CA 92553
WSW 0.05 / 290.39 m-4-860406464-a
Facility ID: FA0036547
Tank ID No. | Tank Status | Tank Closure Date: 2 | Confirmed/Updated Information | , 3 | Confirmed/Updated Information | , 1 | Confirmed/Updated Information | , 4 | Confirmed/Updated Information | HHSS - Historical Hazardous Substance Storage Information Database A search of the HHSS database, dated Aug 27, 2015 has found that there are 2 HHSS site(s) within approximately 0.25miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key 7-ELEVEN STORE 20402 (2134) 24491 ALESSANDRO INDIAN
SUNNYMEAD CA 92388
SSW 0.09 / 476.65 m-8-822965664-a
FIRESTONE STORES 27T2 24673 ALESSANDRO BLVD NONE
SUNNYMEAD CA 92388
SE 0.10 / 505.52 m-10-822924213-a
UST SWEEPS - Statewide Environmental Evaluation and Planning System A search of the UST SWEEPS database, dated Oct 1, 1994 has found that there are 3 UST SWEEPS site(s) within approximately 0.25 miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key MOBIL #18-A3E 24440 ALESSANDRO BLVD
MORENO VALLEY CA
WSW 0.05 / 290.39 m-4-888203277-a
C C | Status: A33-000-1781 | ACTIVE
Tank ID: 000001, 000003, 000002, 000004
7-ELEVEN STORE #20402 (2111) 24491 ALESSANDRO BLVD
MORENO VALLEY CA
SSW 0.09 / 476.65 m-8-888204237-a
C C | Status: A33-000-12369 | ACTIVE
Tank ID: 000001, 000002, 000003
FIRESTONE STORES #27T2 24673 ALESSANDRO BLVD
MORENO VALLEY CA
SE 0.10 / 528.37 m-11-888172231-a
27 3
4 8
10 4
8 11
3717
21 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Lower Elevation Address Direction Distance (mi/ft) Map Key C C | Status: A33-000-18331 | ACTIVE
Tank ID: 000001
DELISTED TNK - Delisted Storage Tanks
A search of the DELISTED TNK database, dated Mar 26, 2024 has found that there are 1 DELISTED TNK site(s) within approximately
0.25miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key MOBIL STATION #18-A3E 24440 ALESSANDRO BLVD
Moreno Valley CA 92553
WSW 0.06 / 343.05 m-5-822765481-a
CERS TANK - California Environmental Reporting System (CERS) Tanks A search of the CERS TANK database, dated Jan 17, 2024 has found that there are 2 CERS TANK site(s) within approximately 0.25 miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key FOOD 4 LESS FUEL CENTER
#398
24500 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SSW 0.02 / 115.00 m-3-864884405-a
Site ID: 117170
Circle K Stores #2211304 24440 ALESSANDRO BLVD
MORENO VALLEY CA 92553
WSW 0.05 / 290.39 m-4-864882881-a
Site ID: 389980
HIST TANK - Historical Hazardous Substance Storage Container Information - Facility Summary A search of the HIST TANK database, dated May 27, 1988 has found that there are 2 HIST TANK site(s) within approximately 0.25 miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key 7-ELEVEN STORE #20402 (2134) 24491 ALESSANDRO
SUNNYMEAD CA
SSW 0.09 / 476.65 m-8-865044952-a
FIRESTONE STORES #27T2 24673 ALESSANDRO BLVD
SUNNYMEAD CA
SE 0.10 / 505.52 m-10-865093257-a
County
LOP RIVERSIDE - Riverside County - Local Oversight Program List A search of the LOP RIVERSIDE database, dated Feb 6, 2024 has found that there are 5 LOP RIVERSIDE site(s) within approximately
0.50miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key MOBIL #18-A3E 24440 ALESSANDRO BLVD
MORENO VALLEY CA
WSW 0.05 / 290.39 m-4-820084472-a
Site ID | Status Desc: 200117362 |
5 3
4 8
10 4
3718
22 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Lower Elevation Address Direction Distance (mi/ft) Map Key Firestone #2259 24673 Alessandro Blvd
Moreno Valley CA
SE 0.10 / 528.37 m-11-820084280-a
Site ID | Status Desc: 980119 | CLOSED/ACTION COMPLETED ARCO #5208 24994 ALESSANDRO BLVD
MORENO VALLEY CA
E 0.40 / 2,133.68 m-23-820083574-a
Site ID | Status Desc: 200218405 | CLOSED/ACTION COMPLETED TOSCO/ 76 STATION #6962 25020 ALESSANDRO BLVD
MORENO VALLEY CA
E 0.45 / 2,399.63 m-27-820084229-a
Site ID | Status Desc: 980609 | CLOSED/ACTION COMPLETED Tosco #6962 - Waste Oil 25020 Alessandro Blvd
Moreno Valley CA
E 0.45 / 2,399.63 m-27-820083920-a
Site ID | Status Desc: 200622573 | CLOSED/ACTION COMPLETED UST RIVERSIDE - Riverside County - Underground Storage Tanks List A search of the UST RIVERSIDE database, dated Feb 6, 2024 has found that there are 2 UST RIVERSIDE site(s) within approximately
0.25miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key Food 4 Less Fuel Center No. 398 24500 Alessandro Blvd
Moreno Valley CA 92553
SSW 0.02 / 115.00 m-3-823005211-a
No of Tanks: 3
Circle K Stores #2211304 24440 Alessandro Blvd
Moreno Valley CA 92553
WSW 0.05 / 290.39 m-4-820141903-a
No of Tanks: 4
Non Standard
Federal
FUDS - Formerly Used Defense Sites
A search of the FUDS database, dated May 15, 2023 has found that there are 1 FUDS site(s) within approximately 1.00miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key
MARCH FIELD
MARCH AIR FORCE BASE CA
W 0.52 / 2,727.15 m-29-845739070-a
FUDS Property No: J09CA7168
State
DRYCLEANERS - Dry Cleaning Facilities
A search of the DRYCLEANERS database, dated Dec 20, 2021 has found that there are 4 DRYCLEANERS site(s) within approximately 0.25miles of the project property.
11 23
27 27
3 4
29 3719
23 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Lower Elevation Address Direction Distance (mi/ft) Map Key STAR CLEANERS 24695 ALESSANDRO
MORENO VALLEY CA
ESE 0.11 / 570.63 m-12-828936192-a
STAR CLEANERS 24695 ALESSANDRO BLVD
MORENO VALLEY CA
ESE 0.13 / 699.84 m-13-828943932-a
STAR CLEANERS 24695 ALEXSANDRO
SUNNYMEAD CA
SE 0.16 / 870.39 m-16-828938608-a
PRESTIGE CLEANERS 24825-4 ALEXANDRO BLVD
SUNNY MEAD CA
ESE 0.23 / 1,224.79 m-19-828938783-a
SCH - School Property Evaluation Program Sites
A search of the SCH database, dated Feb 15, 2024 has found that there are 6 SCH site(s) within approximately 1.00miles of the project property.
Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key
BAY AVENUE ELEMENTARY
SCHOOL
24801 BAY AVENUE
MORENO VALLEY CA 92553
ENE 0.26 / 1,375.89 m-21-820263484-a
Estor/EPA ID | Cleanup Status: 33820010 | NO FURTHER ACTION AS OF 8/19/2003
MORENO VALLEY REGIONAL
LEARNING CENTER
NEC PERRIS BOULEVARD & BAY
AVENUE
MORENO VALLEY CA 92553
ENE 0.50 / 2,663.88 m-28-820263863-a
Estor/EPA ID | Cleanup Status: 60000502 | NO FURTHER ACTION AS OF 5/21/2007 ELEMENTARY SCHOOL NO. 26 HEACOCK STREET/ATWOOD
AVENUE
MORENO VALLEY CA 92553
NW 0.80 / 4,241.94 m-34-820263127-a
Estor/EPA ID | Cleanup Status: 36880002 | NO ACTION REQUIRED AS OF 10/8/2004 Lower Elevation Address Direction Distance (mi/ft) Map Key
PROPOSED ALTERNATIVE
SCHOOL SITE
SEC CACTUS AVENUE AND INDIAN
STREET
MORENO VALLEY CA 92553
S 0.59 / 3,133.85 m-30-820263755-a
Estor/EPA ID | Cleanup Status: 60000563 | NO FURTHER ACTION AS OF 12/4/2007
BADGER SPRINGS MIDDLE
SCHOOL EXPANSION
24750 DELPHINIUM AVENUE
MORENO VALLEY CA 92553
S 0.72 / 3,805.67 m-31-820263227-a
Estor/EPA ID | Cleanup Status: 60000826 | NO FURTHER ACTION AS OF 6/24/2008
CHAPARRAL ELEMENTARY
SCHOOL
24850 DELPHINIUM AVENUE
MORENO VALLEY CA 92553
SSE 0.78 / 4,133.23 m-33-820264123-a
Estor/EPA ID | Cleanup Status: 33010055 | NO ACTION REQUIRED AS OF 3/28/2002 HAZNET - Handlers from Hazardous Waste Manifest Data
A search of the HAZNET database, dated Oct 24, 2016 has found that there are 1 HAZNET site(s) within approximately 0.02miles of the project property.
12 13
16 19
21 28
34 30
31 33
3720
24 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Lower Elevation Address Direction Distance (mi/ft) Map Key ALESSANDRO DENTAL CLINIC 13925 INDIAN ST
MORENO VALLEY CA 92553
W 0.02 / 105.56 m-2-826333912-a
CERS HAZ - California Environmental Reporting System (CERS) Hazardous Waste Sites A search of the CERS HAZ database, dated Jan 17, 2024 has found that there are 4 CERS HAZ site(s) within approximately 0.12miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key McDonald's #11549 24440 ALESSANDRO BLVD
MORENO VALLEY CA 92553
WSW 0.05 / 290.39 m-4-864932109-a
Food 4 Less #398 24440 ALESSANDRO BLVD.
MORENO VALLEY CA 92553
WSW 0.05 / 290.39 m-4-864926538-a
Sipkoi 24685 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SE 0.09 / 500.80 m-9-918144626-a
Firestone Complete Auto Care
#023116
24673 ALESSANDRO BLVD
MORENO VALLEY CA 92553
SE 0.10 / 528.37 m-11-864910738-a
DELISTED HAZ - Delisted Environmental Reporting System (CERS) Hazardous Waste Sites A search of the DELISTED HAZ database, dated Nov 29, 2018 has found that there are 2 DELISTED HAZ site(s) within approximately
0.50miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key Star Cleaners 24695 ALESSANDRO BLVD
MORENO VALLEY CA 92553
ESE 0.13 / 699.84 m-13-864960184-a
T-Mobile West, LLC IE94359A 24999 ALESSANDRO BLVD
MORENO VALLEY CA 92553
E 0.45 / 2,371.26 m-26-865628323-a
EMISSIONS - Toxic Pollutant Emissions Facilities
A search of the EMISSIONS database, dated Dec 31, 2020 has found that there are 8 EMISSIONS site(s) within approximately 0.25 miles of the project property.
Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key CIRCLE K ST30ES INC SITE
#2211304
24440 ALESSANDRO BLVD
M30ENO VALLEY CA 92553
WNW 0.07 / 392.21 m-6-861210199-a
2 4
4 9
11 13
26 6
3721
25 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Lower Elevation Address Direction Distance (mi/ft) Map Key FOOD 4 LESS FUEL CENTER
398
24500 ALLESSANDRO BLVD
MORENO VALLEY CA 92553
SSW 0.02 / 115.00 m-3-867301346-a
CIRCLE K STORES INC SITE
#2211304
24440 ALESSANDRO BLVD
MORENO VALLEY CA 92553
WSW 0.05 / 290.39 m-4-867300175-a
STAR CLEANERS 24695 ALESSANDRO
MORENO VALLEY CA 92388
ESE 0.11 / 570.63 m-12-861209589-a
STAR CLEANERS, CHONG KU
KIM DB
24695 ALESSANDRO
MORENO VALLEY CA 92388
ESE 0.11 / 570.63 m-12-861178809-a
STAR CLEANERS, SEONG JAE
HAN D
24695 ALESSANDRO
MORENO VALLEY CA 92388
ESE 0.11 / 570.63 m-12-861179067-a
STAR CLEANERS 24695 ALESSANDRO BLVD
RIVERSIDE CA 92553
ESE 0.13 / 699.84 m-13-861212542-a
PRESTIGE CLEANERS 24825 ALLESANDRO BL, #4
MORENO VALLEY CA 92388
ESE 0.23 / 1,228.07 m-20-861209542-a
County
HWG RIVERSIDE - Riverside County - Hazardous Waste Generator Sites List A search of the HWG RIVERSIDE database, dated Feb 6, 2024 has found that there are 5 HWG RIVERSIDE site(s) within approximately 0.12miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key AutoZone #5563 24570 Alessandro Blvd
Moreno Valley CA 92553
SSE 0.02 / 105.56 m-1-820092901-a
Food 4 Less Fuel Center No. 398 24500 Alessandro Blvd
Moreno Valley CA 92553
SSW 0.02 / 115.00 m-3-822795851-a
Circle K Stores #2211304 24440 Alessandro Blvd
Moreno Valley CA 92553
WSW 0.05 / 290.39 m-4-820094722-a
Food 4 Less #398 24440 Alessandro Blvd
Moreno Valley CA 92553
WSW 0.05 / 290.39 m-4-820095183-a
3 4
12 12
12 13
20 1
3 4
4 3722
26 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Lower Elevation Address Direction Distance (mi/ft) Map Key Firestone Complete Auto Care
#023116
24673 Alessandro Blvd
Moreno Valley CA 92553
SE 0.10 / 528.37 m-11-820095181-a
HZH RIVERSIDE - Riverside County - Disclosure Facility List A search of the HZH RIVERSIDE database, dated Feb 6, 2024 has found that there are 7 HZH RIVERSIDE site(s) within approximately
0.12miles of the project property.
Lower Elevation Address Direction Distance (mi/ft) Map Key AutoZone #5563 24570 Alessandro Blvd
Moreno Valley CA 92553
SSE 0.02 / 105.56 m-1-820086213-a
Food 4 Less Fuel Center No. 398 24500 Alessandro Blvd
Moreno Valley CA 92553
SSW 0.02 / 115.00 m-3-823023195-a
McDonald's #11549 24440 Alessandro Blvd
Moreno Valley CA 92553
WSW 0.05 / 290.39 m-4-820087796-a
Circle K Stores #2211304 24440 Alessandro Blvd
Moreno Valley CA 92553
WSW 0.05 / 290.39 m-4-820086547-a
Food 4 Less #398 24440 Alessandro Blvd
Moreno Valley CA 92553
WSW 0.05 / 290.39 m-4-881429661-a
Sipkoi 24685 Alessandro Blvd
Moreno Valley CA 92553
SE 0.09 / 500.80 m-9-920464786-a
Firestone Complete Auto Care
#023116
24673 Alessandro Blvd
Moreno Valley CA 92553
SE 0.10 / 528.37 m-11-820087175-a
MED WST RIVERSIDE - Riverside County - Medical Waste Facilities A search of the MED WST RIVERSIDE database, dated Jan 12, 2023 has found that there are 6 MED WST RIVERSIDE site(s) within approximately 0.25miles of the project property.
Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key Covey Quail House OOB 13802 Covey Quail LN
Moreno Valley CA 925533870
ENE 0.16 / 870.07 m-15-891209730-a
Bay House OOB 24675 Bay Ave
Moreno Valley CA 925533810
NE 0.17 / 894.54 m-17-891211350-a
11 1
3 4
4 4
9 11
15 17
3723
27 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key Ormista House OOB 24576 Ormista DR
Moreno Valley CA 925535325
NNE 0.18 / 970.24 m-18-891208992-a
Lower Elevation Address Direction Distance (mi/ft) Map Key Alessandro Dental Clinic OOB 13925 Indian St
Moreno Valley CA 92553
W 0.02 / 105.56 m-2-891210226-a
California Bright Dental OOB 24561 Alessandro Blvd
Moreno Valley CA 92553
S 0.08 / 421.91 m-7-891210801-a
Carlos Rivas DDS Inc. OOB 24430 Alessandro Blvd #104
Moreno Valley CA 92553
WSW 0.13 / 710.46 m-14-891209943-a
18 2
7 14
3724
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117°15'W 117°14'30"W 117°14'W 117°13'30"W 117°13'W
33°56'N
33°56'N
33°55'30"N
33°55'30"N
33°55'N
33°55'N
33°54'30"N
33°54'30"N
0.3 0.15 0 0.3
Miles
Order Number: 24040201254
Map: 1.0 Mile Radius
1:19250
Address: Alessandro Boulevard and Indian Street, Moreno Valley, CA Source: © 2021 ESRI StreetMap Premium © ERIS Information Inc.
Project Property
Buffer Outline
#* Sites with Higher Elevation
") Sites with Same Elevation
#* Sites with Lower Elevation
( Sites with Unknown Elevation
Areas with Higher Elevation
Areas with Same Elevation
Areas with Lower Elevation
Areas with Unknown Elevation
National Wetland
Indian Reserve Land
100 Year Flood Zone
500 Year Flood Zone
Freeways; Highways
Traffic Circle; Ramp
Major & Minor Arterial
Traffic Circle; Ramp
Local Road
Rail
Country
State FWS Special Designation Areas
National Priorities List (Active, Delisted,
Proposed, Institutional Control)
6 5
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34 (2)
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27 (4)
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m4c(17) m23c(2)
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117°14'30"W 117°14'W 117°13'30"W
33°55'30"N
33°55'30"N
33°55'N
33°55'N
0.15 0.075 0 0.15
Miles
Order Number: 24040201254
Map: 0.5 Mile Radius
1:10250
Address: Alessandro Boulevard and Indian Street, Moreno Valley, CA Source: © 2021 ESRI StreetMap Premium © ERIS Information Inc.
Project Property
Buffer Outline
#* Sites with Higher Elevation
") Sites with Same Elevation
#* Sites with Lower Elevation
( Sites with Unknown Elevation
Areas with Higher Elevation
Areas with Same Elevation
Areas with Lower Elevation
Areas with Unknown Elevation
National Wetland
Indian Reserve Land
100 Year Flood Zone
500 Year Flood Zone
Freeways; Highways
Traffic Circle; Ramp
Major & Minor Arterial
Traffic Circle; Ramp
Local Road
Rail
Country
State FWS Special Designation Areas
National Priorities List (Active, Delisted,
Proposed, Institutional Control)
6 5
24 16
17 20
18 25 26
19 22
14 15
9 (2)
2 (2)
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8 7 (2) (3)
23 (2)
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m3c(7) m1c(4)
m7c(2) m8c(3)
m4c(17)
m13c(3)
m21c(2)
m11c(8) m10c(2)
m12c(4)
117°14'W
33°55'N
33°55'N
0.085 0.0425 0 0.085
Miles
Order Number: 24040201254
Map: 0.25 Mile Radius
1:5250
Address: Alessandro Boulevard and Indian Street, Moreno Valley, CA Source: © 2021 ESRI StreetMap Premium © ERIS Information Inc.
Project Property
Buffer Outline
#* Sites with Higher Elevation
") Sites with Same Elevation
#* Sites with Lower Elevation
( Sites with Unknown Elevation
Areas with Higher Elevation
Areas with Same Elevation
Areas with Lower Elevation
Areas with Unknown Elevation
National Wetland
Indian Reserve Land
100 Year Flood Zone
500 Year Flood Zone
Freeways; Highways
Traffic Circle; Ramp
Major & Minor Arterial
Traffic Circle; Ramp
Local Road
Rail
Country
State FWS Special Designation Areas
National Priorities List (Active, Delisted,
Proposed, Institutional Control)
6 5
16 17
20 18
19 14
15 9 (2)
2 (2)
3 (7) 1 (4)
8 7 (2) (3)
13 (3)
21 (2)
11(8) 10 (2)
12 (4)
4 (17)
3727
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community 117°14'30"W 117°14'W 117°13'30"W
33°55'30"N
33°55'30"N
33°55'N
33°55'N
33°54'30"N
33°54'30"N
0.1 0.05 0 0.1
Miles
Order Number: 24040201254 Aerial
1:10000
Address: Alessandro Boulevard and Indian Street, Moreno Valley, CA © ERIS Information Inc.
Source: ESRI World Imagery
Year: 2023
3728
117°15'30"W 117°15'W 117°14'30"W 117°14'W 117°13'30"W 117°13'W 33°56'30"N
33°56'30"N
33°56'N
33°56'N
33°55'30"N
33°55'30"N
33°55'N
33°55'N
33°54'30"N
33°54'30"N
33°54'N
33°54'N
0.35 0.175 0 0.35
Miles
Topog Order Number: 24040201254 raphic Map
1:24000
Address: Alessandro Boulevard and Indian Street, CA
© ERIS Information Inc.
Source: USGS Topographic Map
Quadrangle(s): Riverside East CA, Sunnymead CA
Year: 2021
3729
33 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 h-Detail Report
Map Key Number of
Records
Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
m-1-820086213-b 1 of4 SSE 0.02 /
105.56
1,577.87 /
-2
AutoZone #5563
24570 Alessandro Blvd
Moreno Valley CA 92553
p1p-820086213-y1y
m-1-820092901-b 2 of4 SSE 0.02 /
105.56
1,577.87 /
-2
AutoZone #5563
24570 Alessandro Blvd
Moreno Valley CA 92553
p1p-820092901-y1y
m-1-873937807-b 3 of4 SSE 0.02 /
105.56
1,577.87 /
-2
AUTOZONE INC #5563
24570 ALLESANDRO BLVD
MORENO VALLEY CA 92553-0000
p1p-873937807-y1y
EPA Handler ID: CAL000207941
Gen Status Universe: No Report
Contact Name: BRYAN BLAIR
Contact Address: DEPT 8190, 123 SOUTH FRONT STREET , , MEMPHIS , TN, 38103 , US Contact Phone No and Ext: 901-495-7217
Contact Email: [email protected]
Contact Country: US
County Name: RIVERSIDE
EPA Region: 09
Land Type: Private
Receive Date: 20220519
Location Latitude: 33.917433
Location Longitude: -117.233727
Violation/Evaluation Summary
Note: NO RECORDS: As of Jan 2024, there are no Compliance Monitoring and Enforcement (violation) records associated with this facility (EPA ID).
Handler Summary
Importer Activity: No
Mixed Waste Generator: No
Transporter Activity: No
Transfer Facility: No
Onsite Burner Exemption: No
Furnace Exemption: No
Underground Injection Activity: No
Commercial TSD: No
Used Oil Transporter: No
Used Oil Transfer Facility: No
Used Oil Processor: No
Used Oil Refiner: No
Used Oil Burner: No
Used Oil Market Burner: No
Used Oil Spec Marketer: No
Hazardous Waste Handler Details
1 1
1 HZH
RIVERSIDE
HWG
RIVERSIDE
RCRA
NON GEN
Detail Report
3730
34 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Map Key Number of
Records
Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
Sequence No: 1
Receive Date: 19991223
Handler Name: AUTOZONE INC #5563
Source Type: Implementer
Federal Waste Generator Code: N
Generator Code Description: Not a Generator, Verified
Hazardous Waste Handler Details
Sequence No: 1
Receive Date: 20220519
Handler Name: AUTOZONE INC #5563
Source Type: Notification
Federal Waste Generator Code: N
Generator Code Description: Not a Generator, Verified
Waste Code Details
Hazardous Waste Code: 223
Waste Code Description: Unspecified oil-containing waste Hazardous Waste Code: F002
Waste Code Description: THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, CHLOROBENZENE, 1,1,2-TRICHLORO1,2,2-TRIFLUOROETHANE, ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF
TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
Hazardous Waste Handler Details
Sequence No: 1
Receive Date: 20220519
Handler Name: AUTOZONE INC #5563
Source Type: Annual/Biennial Report update with Notification Federal Waste Generator Code: N
Generator Code Description: Not a Generator, Verified
Waste Code Details
Hazardous Waste Code: 121
Waste Code Description: Alkaline solution (pH >12.5) with metals (antimony, arsenic, barium, beryllium, cadmium, chromium, cobalt, copper, lead, mercury, molybdenum, nickel, selenium, silver, thallium, vanadium, and zinc) Hazardous Waste Code: D001
Waste Code Description: IGNITABLE WASTE
Hazardous Waste Code: D003
Waste Code Description: REACTIVE WASTE
Hazardous Waste Code: D005
Waste Code Description: BARIUM
Hazardous Waste Code: D007
Waste Code Description: CHROMIUM
Hazardous Waste Code: D008
Waste Code Description: LEAD
Hazardous Waste Code: D019
Waste Code Description: CARBON TETRACHLORIDE
Hazardous Waste Code: D035
3731
35 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Map Key Number of
Records
Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
Waste Code Description: METHYL ETHYL KETONE
Hazardous Waste Code: F001
Waste Code Description: THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING: TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE, 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
Owner/Operator Details
Owner/Operator Ind: Current Owner Street No:
Type: Private Street 1: 123 S FRONT ST
Name: AUTO ZONE CORPORTATION Street 2:
Date Became Current: 19980629 City: MEMPHIS
Date Ended Current: State: TN
Phone: 901-495-6500 Country: US
Source Type: Notification Zip Code: 38103-3607
Owner/Operator Ind: Current Owner Street No:
Type: Private Street 1: 123 S FRONT ST
Name: AUTO ZONE CORPORTATION Street 2:
Date Became Current: 19980629 City: MEMPHIS
Date Ended Current: State: TN
Phone: 901-495-6500 Country: US
Source Type: Annual/Biennial Report update with Notification Zip Code: 38103-3607 Owner/Operator Ind: Current Operator Street No:
Type: Private Street 1: DEPT 8190, 123 SOUTH FRONT STREET Name: BRYAN BLAIR Street 2:
Date Became Current: 19980629 City: MEMPHIS
Date Ended Current: State: TN
Phone: 901-495-7217 Country: US
Source Type: Annual/Biennial Report update with Notification Zip Code: 38103 Owner/Operator Ind: Current Operator Street No:
Type: Other Street 1: DEPT 8190, 123 SOUTH FRONT STREET Name: BRYAN BLAIR Street 2:
Date Became Current: City: MEMPHIS
Date Ended Current: State: TN
Phone: 901-495-7217 Country:
Source Type: Implementer Zip Code: 38103
Owner/Operator Ind: Current Operator Street No:
Type: Private Street 1: DEPT 8190, 123 SOUTH FRONT STREET Name: BRYAN BLAIR Street 2:
Date Became Current: 19980629 City: MEMPHIS
Date Ended Current: State: TN
Phone: 901-495-7217 Country: US
Source Type: Notification Zip Code: 38103
Owner/Operator Ind: Current Owner Street No:
Type: Other Street 1: 123 S FRONT ST
Name: AUTO ZONE CORPORTATION Street 2:
Date Became Current: City: MEMPHIS
Date Ended Current: State: TN
Phone: 901-495-6500 Country:
Source Type: Implementer Zip Code: 38103-3607
Historical Handler Details
Receive Dt: 20220519
Generator Code Description: Not a Generator, Verified
Handler Name: AUTOZONE INC #5563
Receive Dt: 19991223
3732
36 erisinfo.com | Environmental Risk Information Services Order No: 24040201254 Map Key Number of
Records
Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
Generator Code Description: Not a Generator, Verified
Handler Name: AUTOZONE INC #5563
m-1-891199874-b 4 of4 SSE 0.02 /
105.56
1,577.87 /
-2
AUTOZONE #5563
24570 ALESSANDRO BLVD
MORENO VALLEY CA 92553
p1p-891199874-y1y
County: RIVERSIDE
Activity Type: USED OIL COLLECTION
Phone No:
m-2-826333912-b 1 of2 W 0.02 /
105.56
1,579.60 /
-1
ALESSANDRO DENTAL CLINIC
13925 INDIAN ST
MORENO VALLEY CA 92553
p1p-826333912-y1y
SIC Code: 8021 Mailing City: MORENO VALLEY
NAICS Code: 62121 Mailing State: CA
EPA ID: CAL000387345 Mailing Zip: 925530000
Create Date: 7/11/2013 Region Code: 4
Fac Act Ind: No Owner Name: OH JAE KWON DDS
Inact Date: 6/30/2015 Owner Addr 1: 13925 INDIAN ST
County Code: 33 Owner Addr 2:
County Name: Riverside Owner City: MORENO VALLEY
Mail Name: Owner State: CA
Mailing Addr 1: 13925 INDIAN ST Owner Zip: 925530000
Mailing Addr 2: Owner Phone: 9513224060
Owner Fax: 9513222039
Details DTSC HWTS: The Department of Toxic Substances Control (DTSC) makes available a Waste Code Matrix showing each Waste Code, its description, and annual amounts in its Hazardous Waste Tracking System:
https://hwts.dtsc.ca.gov/search
DTSC Handler Profile url: https://hwts.dtsc.ca.gov/facility/CAL000387345 m-2-891210226-b 2 of2 W 0.02 /
105.56
1,579.60 /
-1
Alessandro Dental Clinic OOB
13925 Indian St
Moreno Valley CA 92553
p1p-891210226-y1y
Fac ID: FA0042160
Facility Phone No: 9513224060
Owner Phone No: 9513224060
Account Phone No:
m-3-822795851-b 1 of7 SSW 0.02 /
115.00
1,577.67 /
-2
Food 4 Less Fuel Center No. 398
24500 Alessandro Blvd
Moreno Valley CA 92553
p1p-822795851-y1y
m-3-823005211-b 2 of7 SSW 0.02 /
115.00
1,577.67 /
-2
Food 4 Less Fuel Center No. 398
24500 Alessandro Blvd
Moreno Valley CA 92553
p1p-823005211-y1y
No of Tanks: 3
m-3-823023195-b 3 of7 SSW 0.02 /
115.00
1,577.67 /
-2
Food 4 Less Fuel Center No. 398
24500 Alessandro Blvd
Moreno Valley CA 92553
p1p-823023195-y1y
1 2
2 3
3 3
C&D
DEBRIS RECY
HAZNET
MED
WST RIVERSIDE
HWG
RIVERSIDE
UST
RIVERSIDE
HZH
RIVERSIDE
3733
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(mi/ft)
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(ft)
Site DB
m-3-848622677-b 4 of7 SSW 0.02 /
115.00
1,577.67 /
-2
FOOD 4 LESS- FUEL CENTER
#398
24500 ALESSANDRO BLVD
MORENO VALLEY CA 92553
p1p-848622677-y1y
EPA Handler ID: CAR000260653
Gen Status Universe: Large Quantity Generator
Contact Name: SHERRIE WALTERS
Contact Address: 1100 , W ARTTESIA BLVD , , COMPTON , CA, 90220 , US Contact Phone No and Ext: 310-884-4016
Contact Email: [email protected]
Contact Country: US
County Name: RIVERSIDE
EPA Region: 09
Land Type: Private
Receive Date: 20160404
Location Latitude: 33.91677
Location Longitude: -117.278957
Violation/Evaluation Summary
Note: NO RECORDS: As of Jan 2024, there are no Compliance Monitoring and Enforcement (violation) records associated with this facility (EPA ID).
Handler Summary
Importer Activity: No
Mixed Waste Generator: No
Transporter Activity: No
Transfer Facility: No
Onsite Burner Exemption: No
Furnace Exemption: No
Underground Injection Activity: No
Commercial TSD: No
Used Oil Transporter: No
Used Oil Transfer Facility: No
Used Oil Processor: No
Used Oil Refiner: No
Used Oil Burner: No
Used Oil Market Burner: No
Used Oil Spec Marketer: No
Hazardous Waste Handler Details
Sequence No: 1
Receive Date: 20160404
Handler Name: FOOD 4 LESS- FUEL CENTER #398
Federal Waste Generator Code: 1
Generator Code Description: Large Quantity Generator
Source Type: Notification
Waste Code Details
Hazardous Waste Code: 223
Waste Code Description: Unspecified oil-containing waste Hazardous Waste Code: 352
Waste Code Description: Other organic solids
Hazardous Waste Code: D001
Waste Code Description: IGNITABLE WASTE
Hazardous Waste Code: D018
Waste Code Description: BENZENE
3 RCRA LQG
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Owner/Operator Details
Owner/Operator Ind: Current Operator Street No:
Type: Private Street 1:
Name: RALPHS GROCERY COMPANY Street 2:
Dt Became Current: 20140916 City:
Dt Ended Current: State:
Phone: Country: US
Source Type: Notification Zip Code:
Owner/Operator Ind: Current Owner Street No:
Type: Private Street 1:
Name: JOHN C TAYLOR TRUSTEE JOHN C
TAYLOR
Street 2:
Dt Became Current: 20070622 City:
Dt Ended Current: State:
Phone: Country: US
Source Type: Notification Zip Code:
m-3-860407441-b 5 of7 SSW 0.02 /
115.00
1,577.67 /
-2
FOOD 4 LESS FUEL CENTER #398
24500 Alessandro Blvd
Moreno Valley CA 92553
p1p-860407441-y1y
Facility ID: FA0040977 Latitude: 33.9177
CERS ID: 10500703 Longitude: -117.2346
County: Riverside CalEnviroScrn 4 Pct: 55-60%
Permitting Agency: Riverside County Department of Environmental Health Site Facility Type: PERMITTED UNDERGROUND STORAGE TANK (UST) Note: Information related to facilities can be searched on Geo Tracker Website: https://geotracker.waterboards.ca. gov/search
Tank Details
Epa Region: 9 Tank Closure Date:
No. of Closed UST: 0 Tank Configuration: One in a Compartmented Unit No. of Inuse UST: Tank Contents: Premium Unleaded
No. of Oos UST: 0 Tank Cp Impr Curr: No
Owner Type: Non-Government Tank Cp Shutoff: Yes
Tank ID No.: 2 Tank Installatn Dt: 5/1/2014 12:00:00 AM Tank Status: Confirmed/Updated Information Tank No of Compart: 2 Tank Type: Double Wall Tank Pc Constructn: Fiberglass
Tank Alarms: No Tank Spill Bucket: Yes
Tank Ball Float: No Tribal Lands: No
Tank Operator Name: FOOD 4 LESS
Tank Operator Mail Address: 1100 W ARTESIA BLVD
Tank Operator Mail City: COMPTON
Tank Operator Mail State: CA
Tank Operator Mail Zip: 90220
Tank Owner Name: RALPHS GROCERY COMPANY
Tank Owner Mailing Address: 1100 W ARTESIA BLVD
Tank Owner Mailing City: COMPTON
Tank Owner Mailing State: CA
Tank Owner Mailing Zip: 90220
Tank Capacity Gallons: 8000
Tank Piping Construction: Double Walled
Tank Piping Type: Pressure
Tank Pw Piping Construction: Fiberglass
Tank Sacrificial Anode: No
Tank Details
Epa Region: 9 Tank Closure Date:
No. of Closed UST: 0 Tank Configuration: Stand Alone Tank No. of Inuse UST: Tank Contents: Regular Unleaded
3 UST
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No. of Oos UST: 0 Tank Cp Impr Curr: No
Owner Type: Non-Government Tank Cp Shutoff: Yes
Tank ID No.: 1 Tank Installatn Dt: 5/1/2014 12:00:00 AM Tank Status: Confirmed/Updated Information Tank No of Compart: 1 Tank Type: Double Wall Tank Pc Constructn: Fiberglass
Tank Alarms: No Tank Spill Bucket: Yes
Tank Ball Float: No Tribal Lands: No
Tank Operator Name: FOOD 4 LESS
Tank Operator Mail Address: 1100 W ARTESIA BLVD
Tank Operator Mail City: COMPTON
Tank Operator Mail State: CA
Tank Operator Mail Zip: 90220
Tank Owner Name: RALPHS GROCERY COMPANY
Tank Owner Mailing Address: 1100 W ARTESIA BLVD
Tank Owner Mailing City: COMPTON
Tank Owner Mailing State: CA
Tank Owner Mailing Zip: 90220
Tank Capacity Gallons: 30000
Tank Piping Construction: Double Walled
Tank Piping Type: Pressure
Tank Pw Piping Construction: Fiberglass
Tank Sacrificial Anode: No
Tank Details
Epa Region: 9 Tank Closure Date:
No. of Closed UST: 0 Tank Configuration: One in a Compartmented Unit No. of Inuse UST: Tank Contents: Diesel
No. of Oos UST: 0 Tank Cp Impr Curr: No
Owner Type: Non-Government Tank Cp Shutoff: Yes
Tank ID No.: 3 Tank Installatn Dt: 5/1/2014 12:00:00 AM Tank Status: Confirmed/Updated Information Tank No of Compart: 2 Tank Type: Double Wall Tank Pc Constructn: Fiberglass
Tank Alarms: No Tank Spill Bucket: Yes
Tank Ball Float: No Tribal Lands: No
Tank Operator Name: FOOD 4 LESS
Tank Operator Mail Address: 1100 W ARTESIA BLVD
Tank Operator Mail City: COMPTON
Tank Operator Mail State: CA
Tank Operator Mail Zip: 90220
Tank Owner Name: RALPHS GROCERY COMPANY
Tank Owner Mailing Address: 1100 W ARTESIA BLVD
Tank Owner Mailing City: COMPTON
Tank Owner Mailing State: CA
Tank Owner Mailing Zip: 90220
Tank Capacity Gallons: 10000
Tank Piping Construction: Double Walled
Tank Piping Type: Pressure
Tank Pw Piping Construction: Fiberglass
Tank Sacrificial Anode: No
m-3-864884405-b 6 of7 SSW 0.02 /
115.00
1,577.67 /
-2
FOOD 4 LESS FUEL CENTER #398
24500 ALESSANDRO BLVD
MORENO VALLEY CA 92553
p1p-864884405-y1y
Site ID: 117170
Latitude: 33.917700
Longitude: -117.234600
Regulated Programs
EI ID: 10500703
EI Description: Chemical Storage Facilities
EI ID: 10500703
EI Description: Hazardous Waste Generator
3 CERS TANK
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EI ID: 10500703
EI Description: Underground Storage Tank
Violations
Violation Date: 10/10/2019 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2641(h) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2641(h) Violation Notes:
Returned to compliance on 11/06/2019. OBSERVATION: Observed UST tank information/monitoring plan for all three tanks submitted in CERS to be inaccurate and/or missing information. See the Regulator comments in CERS for details. CORRECTIVE ACTION: Owner/operator shall make the corrections noted above to the UST tank information/monitoring plan for all three tanks and re-submit updated forms in CERS.
Violation Description:
Failure to have an approved UST Monitoring Plan.
Violations
Violation Date: 10/07/2022 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25290.1(e) - California Health and Safety Code, Chapter 6.7, Section(s) 25290.1(e) Violation Notes:
Returned to compliance on 10/07/2022.
Violation Description:
Failure to maintain the interstitial space such that a breach in the primary or secondary containment is detected before the liquid or vapor phase of the hazardous substance stored in the UST tank is released into the environment, i.e., vapor, pressure, hydrostatic (VPH) monitoring.
Violations
Violation Date: 10/14/2021 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2636(f)(1) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2636(f)(1) Violation Notes:
Returned to compliance on 10/14/2021. OBSERVATION: Observed the L9 323 Sensor in the 87 STP sump, fail to activate an audible and visual alarm when tested. CORRECTIVE ACTION: The technician repaired the inoperable 323 sensor in the 87 STP sump and certified that sensor will activate an audible visual alarm when a leak is detected. Violation corrected at the time of this inspection Violation Description:
Failure of the leak detection equipment to have an audible and visual alarm as required.
Violations
Violation Date: 10/03/2018 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2636(f)(1) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2636(f)(1) Violation Notes:
Returned to compliance on 10/09/2018. The S9 (87 product) smart sensor failed the initial test. The technician replaced the sensor like-for-like (no permit required) at the time of inspection and subsequent testing passed.
Violation Description:
Failure of the double-walled pressurized piping to be continuously monitored with a system that activates an audible and visual alarm or stops flow at the dispenser when a leak is detected.
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Violations
Violation Date: 10/29/2020 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2636(f)(1) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2636(f)(1) Violation Notes:
Returned to compliance on 10/29/2020. OBSERVATION: Observed 304 liquid brine sensor in under dispenser containment (UDC) 3/4 the fail to activate an audible and visual alarm when tested. CORRECTIVE ACTION: Owner/operator shall replace inoperable 304 liquid brine sensor in under dispenser containment (UDC) 3/4 and certify sensor functionality. Technician replaced sensor like for like retested and passed.
Violation Description:
Failure of the double-walled pressurized piping to be continuously monitored with a system that activates an audible and visual alarm or stops flow at the dispenser when a leak is detected.
Violations
Violation Date: 10/07/2022 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25284.2 - California Health and Safety Code, Chapter 6.7, Section(s) 25284.2 Violation Notes:
Returned to compliance on 11/08/2022.
Violation Description:
"Failure to meet one or more of the following requirements:
Install or maintain a liquid-tight spill container.
Have a minimum capacity of five gallons.
Have a functional drain valve or other method for the removal of liquid from the spill container.
Be resistant to galvanic corrosion.
Perform a tightness test at installation, every 12 months thereafter, or within 30 days after a repair to the spill container.
Tested using applicable manufacturer guidelines, industry codes, engineering standards, or a method approved by a professional engineer.
Tested by a certified UST service technician.
Maintain records of spill containment testing for 36 months. "
Violations
Violation Date: 10/10/2019 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712 - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712 Violation Notes:
Returned to compliance on 11/06/2019. OBSERVATION: Observed UST tank information/monitoring plan for all three tanks submitted in CERS to be inaccurate and/or missing information. See the Regulator comments in CERS for details. CORRECTIVE ACTION: Owner/operator shall make the corrections noted above to the UST tank information/monitoring plan for all three tanks and re-submit updated forms in CERS.
Violation Description:
Failure to comply with any of the applicable requirements of the permit issued for the operation of the UST system. 3738
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Violation Date: 10/14/2021 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25292.2(a) - California Health and Safety Code, Chapter 6.7, Section(s) 25292.2(a) Violation Notes:
Returned to compliance on 10/15/2021. OBSERVATION: Submitted Certification of Financial Responsibility was observed to be missing the Schedule A that lists the covered facilities. CORRECTIVE ACTION: Owner/operator shall submit a current and complete Certification of Financial Responsibility in CERS.
Violation Description:
Failure to submit and maintain complete and current Certification of Financial Responsibility or other mechanism of financial assurance.
Violations
Violation Date: 10/06/2015 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25290.1(e) - California Health and Safety Code, Chapter 6.7, Section(s) 25290.1(e) Violation Notes:
Returned to compliance on 10/06/2015. Brine pooled at bottom of 91 Fill Sump Violation Description:
Failure to maintain the interstitial space under constant vacuum, pressure, or hydrostatic such that a breach in the primary or secondary containment is detected before the liquid or vapor phase of the hazardous substance stored in the UST tank is released into the environment. (Product Tight) Violations
Violation Date: 10/10/2019 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712(i) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712(i) Violation Notes:
Returned to compliance on 11/06/2019. OBSERVATION: Observed UST tank information/monitoring plan for all three tanks submitted in CERS to be inaccurate and/or missing information. See the Regulator comments in CERS for details. CORRECTIVE ACTION: Owner/operator shall make the corrections noted above to the UST tank information/monitoring plan for all three tanks and re-submit updated forms in CERS.
Violation Description:
Failure to have current UST Monitoring Plan available on site.
Violations
Violation Date: 10/29/2020 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25284.2 - California Health and Safety Code, Chapter 6.7, Section(s) 25284.2 Violation Notes:
Returned to compliance on 12/24/2020. OBSERVATION: Observed Diesel and 87 West spill bucket drain valve to be leaking and would not hold liquid.
CORRECTIVE ACTION: Owner/operator shall repair/replace the leaking Diesel and 87 West spill bucket drain valve so that bucket is able to hold liquid and contain release until detected.
Violation Description:
"Failure to meet one or more of the following requirements:
Install or maintain a liquid-tight spill container.
Have a minimum capacity of five gallons.
Have a functional drain valve or other method for the removal of liquid from the spill container. 3739
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Be resistant to galvanic corrosion.
Perform a tightness test at installation, every 12 months thereafter, or within 30 days after a repair to the spill container.
Tested using applicable manufacturer guidelines, industry codes, engineering standards, or a method approved by a professional engineer.
Tested by a certified UST service technician.
Maintain records of spill containment testing for 36 months. "
Violations
Violation Date: 10/03/2018 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2711(a)(8) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2711(a)(8) Violation Notes:
Returned to compliance on 11/09/2018. OBSERVATION: Observed site plot plan to be inaccurate. The sensor labeling for VFM sensors for dispensers 3/4 and 5/6 are incorrectly labeled as "L2" and "L3" (should be "S"). CORRECTIVE ACTION: Owner/operator shall submit a corrected/updated copy of the UST plot plan to CERS.
Violation Description:
Failure to submit or maintain a current facility plot plan.
Violations
Violation Date: 10/03/2018 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25294 - California Health and Safety Code, Chapter 6.7, Section(s) 25294 Violation Notes:
Returned to compliance on 12/13/2018. OBSERVATION: The facility did not have a spill log onsite, and the cashier said she was not aware of the requirement to use a spill log. CORRECTIVE ACTION: Owner/operator shall maintain a spill/release log onsite at all times, submit a copy of the replacement spill log sent to the facility, and ensure all employees are properly trained in the proper usage man maintenance of the spill log.
Violation Description:
Failure to record any unauthorized release from the primary containment.
Violations
Violation Date: 10/26/2023 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25284.2 - California Health and Safety Code, Chapter 6.7, Section(s) 25284.2 Violation Notes:
Returned to compliance on 12/12/2023. OBSERVATION: Observed Diesel drain valve to be leaking and would not hold liquid. CORRECTIVE ACTION:
Owner/operator shall repair/replace the leaking Diesel drain valve so that bucket is able to hold liquid and contain release until detected.
Violation Description:
"Failure to meet one or more of the following requirements:
Install or maintain a liquid-tight spill container.
Have a minimum capacity of five gallons.
Have a functional drain valve or other method for the removal of liquid from the spill container.
Be resistant to galvanic corrosion.
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Perform a tightness test at installation, every 12 months thereafter, or within 30 days after a repair to the spill container.
Tested using applicable manufacturer guidelines, industry codes, engineering standards, or a method approved by a professional engineer.
Tested by a certified UST service technician.
Maintain records of spill containment testing for 36 months. "
Violations
Violation Date: 10/29/2020 Violation Source: CERS
Violation Program: HW Violation Division: Riverside County Department of Env Health Citation: 22 CCR 12 66262.40(a) - California Code of Regulations, Title 22, Chapter 12, Section(s) 66262.40(a) Violation Notes:
Returned to compliance on 02/09/2021. OBSERVATION: Observed manifest numbers 016028373 dated 10/6/2017, 017601485 dated 12/8/2017, 018440329 dated 1/31/2018,018586175 dated 3/1/2018, 018583698 dated 5/3/2018,018586480 dated 6/6/2018, 018866600 dated 6/19/2018, 018866150 dated 9/4/2018, 019623159 dated 10/29/2018, 019620355 dated 12/3/2018, 019623748 dated 1/3/2019, 019621931 dated 1/31/2019, 020266011 dated 2/27/2019, 020260606 dated 4/4/2019, 020267163 dated 4/29/2019, 020267249 dated 6/4/2019, 020624680 dated 10/31/2019, 016932386 dated 12/5/2019, 016932387 dated 12/5/2019, 021199256 dated 1/2/2020, 020771886 dated 3/6/2020, 021199986 dated 4/2/2020, 021198105 dated 4/27/2020, 021196997 dated 6/1/2020, 021370091 dated 6/29/2020, 022022251 dated 8/6/2020, 022022360 dated 9/1/2020 and 022020589 dated 9/29/2020 with no matching TSDF-signed copy. CORRECTIVE ACTION: Owner/operator shall locate TSDF-signed copy of aforementioned manifest.
Violation Description:
Failure to keep a copy of each properly signed manifest for at least three years from the date the waste was accepted by the initial transporter. The manifest signed at the time the waste was accepted for transport shall be kept until receiving a signed copy from the designated facility which received the waste.
Violations
Violation Date: 10/03/2018 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2636(f)(1) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2636(f)(1) Violation Notes:
Returned to compliance on 10/09/2018. The light for the enunciator box was inoperable at the time of testing. The technician replaced the bulb at the time of inspection.
Violation Description:
Failure of the leak detection equipment to have an audible and visual alarm as required.
Violations
Violation Date: 10/26/2023 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2636(f)(2) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2636(f)(2) Violation Notes:
Returned to compliance on 12/12/2023. OBSERVATION: Observed 91 and Diesel PLLD fail to detect a 3.0 gallon per hour leak and restrict or shut off flow of product when tested. CORRECTIVE ACTION: Owner/operator shall repair/replace failed leak detector and certify that leak detector is capable of detecting a 3.0 gallon per hour leak and slowing/stopping the flow of product. 48 hour notification required to be submitted to this Department prior to retesting failed leak detector.
Violation Description:
Failure of the functional line leak detector (LLD) monitoring pressurized piping to meet one or more of the following requirements: Monitored at least hourly with the capability of detecting a release of 3.0 gallons per hour leak at 10 pounds per square inch and restrict or shut off the flow of product through the piping when a leak is detected.
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Violations
Violation Date: 10/10/2019 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25284, 25286 - California Health and Safety Code, Chapter 6.7, Section(s) 25284, 25286 Violation Notes:
Returned to compliance on 11/06/2019. OBSERVATION: Observed UST tank information/monitoring plan for all three tanks submitted in CERS to be inaccurate and/or missing information. See the Regulator comments in CERS for details. CORRECTIVE ACTION: Owner/operator shall make the corrections noted above to the UST tank information/monitoring plan for all three tanks and re-submit updated forms in CERS.
Violation Description:
Failure to submit a complete and accurate application for a permit to operate a UST, or for renewal of the permit.
Violations
Violation Date: 10/29/2020 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2636(f)(1) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2636(f)(1) Violation Notes:
Returned to compliance on 10/29/2020. OBSERVATION: Observed the 323 fill sensor fail to activate an audible and visual alarm when tested.
CORRECTIVE ACTION: Owner/operator shall repair/replace inoperable 323 fill sensor and certify that sensor will activate an audible visual alarm when a leak is detected. Technician replaces like for like retested and passed.
Violation Description:
Failure of the leak detection equipment to have an audible and visual alarm as required.
Violations
Violation Date: 10/06/2015 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25290.1(e) - California Health and Safety Code, Chapter 6.7, Section(s) 25290.1(e) Violation Notes:
Returned to compliance on 10/06/2015. Brine pooled in Diesel STP Sump Violation Description:
Failure to maintain the interstitial space under constant vacuum, pressure, or hydrostatic such that a breach in the primary or secondary containment is detected before the liquid or vapor phase of the hazardous substance stored in the UST tank is released into the environment. (Product Tight) Enforcements
Enf Action Date: 10/06/2015 Enf Action Program: UST
Enf Action Type: Notice of Violation (Unified Program) Enf Action Source: CERS Enf Action Division: Riverside County Department of Env Health Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Notes:
Evaluations
Eval Date: 10/26/2023
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
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Eval Notes:
This facility is a gas station with a convenience store that generates Flammable solid waste. No violations observed at the time of inspection; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 10/29/2020
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Annual monitoring certification today. Belshire Environmental on site to conduct testing.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 10/29/2020
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
Eval Notes:
Facility is a gasoline station. Hazardous waste on site: used fuel filters, contaminated absorbent material, UST test water and used breakaway fuel nozzles.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 10/06/2015
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
CMD; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 10/07/2014
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HMRRP
Eval Source: CERS
Eval Notes:
Eval Date: 10/07/2014
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
Eval Notes:
Eval Date: 10/07/2022
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
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Eval Source: CERS
Eval Notes:
Eval Date: 10/26/2023
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HMRRP
Eval Source: CERS
Eval Notes:
This facility is a gas station with a convenience store that handles Gasoline and Diesel. No violations observed at the time of inspection; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 10/10/2019
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Annual Monitoring Certification 10-10-19. Belshire Environmental Services on-site to conduct testing. Notes: 51. Observed the vent, brine reservoirs in the following Under Dispenser Containments (3/4, 7/8, 11/12 & 13/14) to appear to have lower levels of brine and out of equilibrium with the main brine reservoir. Vent reservoir was raised and some brine was added to restore equilibrium.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 10/04/2017
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HMRRP
Eval Source: CERS
Eval Notes:
Eval Date: 10/14/2021
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Belshire, David Walker, ICC Technician #8854235, expires 10/31/21 performed annual monitoring certification. Overfill prevention test will be performed today. Heidi Barrios, REHS conducted a routine UST inspection.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 10/05/2016
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Eval Date: 10/04/2017
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health 3744
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Eval Program: HW
Eval Source: CERS
Eval Notes:
Eval Date: 10/04/2017
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Eval Date: 10/03/2018
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
This inspection was conducted during the annual UST monitoring system certification. The UST systems consist of 3 USTs, 2 of which are manifolded (T2 & T3). Monitoring panel battery and all ESOs tested and confirmed in operational order. Notes: 1. The printer on the Veeder-Root panel is binding and needs to be repaired or replaced. 2. The disposable gloves provided for employees to clean up fuel spills are rated for food handling, but are not chemical resistant. 3. The Owner/Operator Identification report in CERS needs to be updated to provide the most current Environmental Contact. It is also requested that the Facility number (40977) be added to this page as well.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 10/26/2023
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
This facility is a gas station that has 3 USTs: 1-87, 1-91, and 1 Diesel. All violations shall be corrected. Reinspection/Return-To-Compliance will be completed/verified on or after 11/25/2023.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 10/29/2020
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HMRRP
Eval Source: CERS
Eval Notes:
Facility is a gasoline station. Hazardous materials on site: Diesel and Gasoline.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 10/07/2014
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Eval Date: 10/09/2018
Violations Found: No
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Eval General Type: Other/Unknown
Eval Type: Other, not routine, done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Affiliations
Affil Type Desc: Facility Mailing Address
Entity Name: Mailing Address
Entity Title:
Address: 1100 W ARTESIA BLVD.
City: COMPTON
State: CA
Country:
Zip Code: 90220
Phone:
Affil Type Desc: Identification Signer
Entity Name: CHARLES COUSAR
Entity Title: FOOD 4 LESS DIVISION FUEL MANAGER
Address:
City:
State:
Country:
Zip Code:
Phone:
Affil Type Desc: Parent Corporation
Entity Name: Ralphs Grocery Company
Entity Title:
Address:
City:
State:
Country:
Zip Code:
Phone:
Affil Type Desc: UST Property Owner Name
Entity Name: FOOD 4 LESS
Entity Title:
Address: 1100 W ARTESIA BLVD
City: COMPTON
State: CA
Country: United States
Zip Code: 90220
Phone: (310) 884-9000
Affil Type Desc: Property Owner
Entity Name: FOOD 4 LESS
Entity Title:
Address: 1100 W ARTESIA BLVD
City: COMPTON
State: CA
Country: United States
Zip Code: 90220
Phone: (310) 884-9000
Affil Type Desc: UST Tank Owner
Entity Name: Ralphs Grocery Company
Entity Title:
Address: 1100 W ARTESIA BLVD
City: COMPTON
State: CA
Country: United States
Zip Code: 90220
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Phone: (310) 884-9000
Affil Type Desc: CUPA District
Entity Name: Riverside Cnty Env Health
Entity Title:
Address: 4065 County Circle Drive, Room 104
City: Riverside
State: CA
Country:
Zip Code: 92503
Phone: (951) 358-5055
Affil Type Desc: Environmental Contact
Entity Name: CHARLES COUSAR
Entity Title:
Address: P.O. BOX 54143
City: LOS ANGELES
State: CA
Country:
Zip Code: 90054
Phone:
Affil Type Desc: UST Tank Operator
Entity Name: FOOD 4 LESS
Entity Title:
Address: 1100 W ARTESIA BLVD
City: COMPTON
State: CA
Country: United States
Zip Code: 90220
Phone: (310) 884-9000
Affil Type Desc: Operator
Entity Name: FOOD 4 LESS
Entity Title:
Address:
City:
State:
Country:
Zip Code:
Phone: (310) 884-9000
Affil Type Desc: UST Permit Applicant
Entity Name: CHARLES COUSAR
Entity Title: FOOD 4 LESS DIVISION FUEL MANAGER
Address:
City:
State:
Country:
Zip Code:
Phone: (310) 884-4011
Affil Type Desc: Document Preparer
Entity Name: BELSHIRE ENVIRONMENTAL SERVICES, INC
Entity Title:
Address:
City:
State:
Country:
Zip Code:
Phone:
Affil Type Desc: Legal Owner
Entity Name: FOOD 4 LESS
Entity Title:
Address: P.O. BOX 54143
City: LOS ANGELES
State: CA
Country: United States
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Zip Code: 90054
Phone: (310) 884-9000
Coordinates
Env Int Type Code: HWG Longitude: -117.234815
Program ID: 10500703 Coord Name:
Latitude: 33.917405 Ref Point Type Desc: Unknown
m-3-867301346-b 7 of7 SSW 0.02 /
115.00
1,577.67 /
-2
FOOD 4 LESS FUEL CENTER 398
24500 ALLESSANDRO BLVD
MORENO VALLEY CA 92553
p1p-867301346-y1y
2016 Toxic Data
Facility ID: 173975 TS:
Facility SIC Code: 5541 HRA:
CERR CODE: CH Index:
COID: RIV AH Index:
CO: 33 Air Basin: SC
DISN: SOUTH COAST AQMD District: SC
CHAPIS:
2017 Toxic Data
Facility ID: 173975 COID: RIV
Facility SIC Code: 9999 DISN: SOUTH COAST AQMD
CO: 33 CHAPIS:
Air Basin: SC CERR Code:
District: SC
TS:
Health Risk Asmt:
Non-Cancer Chronic Haz Ind:
Non-Cancer Acute Haz Ind:
2018 Toxic Data
Facility ID: 173975 COID: RIV
Facility SIC Code: 9999 DISN: SOUTH COAST AQMD
CO: 33 CHAPIS:
Air Basin: SC CERR Code:
District: SC
TS:
Health Risk Asmt:
Non-Cancer Chronic Haz Ind:
Non-Cancer Acute Haz Ind:
2019 Toxic Data
CO: 33 DISN: SOUTH COAST AQMD
Air Basin: SC CHAPIS:
Faccility ID: 173975 CERR Code:
District: SC TS:
Facility SIC Code: 9999 Health Risk Asmt:
COID: RIV
Non-Cancer Chronic Haz Ind:
Non-Cancer Acute Haz Ind:
m-4-820084472-b 1 of17 WSW 0.05 /
290.39
1,576.88 /
-3
MOBIL #18-A3E
24440 ALESSANDRO BLVD
p1p-820084472-y1y
3 4
EMISSIONS
LOP
RIVERSIDE
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MORENO VALLEY CA
Site ID: 200117362 Closed Code:
Status Code: 5C Closed Desc:
Status Desc: Employee: Shurlow-LOP
Case Type Code: A
Case Type Desc: AN AQUIFER USED FOR DRINKING WATER SUPPLY HAS BEEN CONTAMINATED m-4-820086547-b 2 of17 WSW 0.05 /
290.39
1,576.88 /
-3
Circle K Stores #2211304
24440 Alessandro Blvd
Moreno Valley CA 92553
p1p-820086547-y1y
m-4-820087796-b 3 of17 WSW 0.05 /
290.39
1,576.88 /
-3
McDonald's #11549
24440 Alessandro Blvd
Moreno Valley CA 92553
p1p-820087796-y1y
m-4-820094722-b 4 of17 WSW 0.05 /
290.39
1,576.88 /
-3
Circle K Stores #2211304
24440 Alessandro Blvd
Moreno Valley CA 92553
p1p-820094722-y1y
m-4-820095183-b 5 of17 WSW 0.05 /
290.39
1,576.88 /
-3
Food 4 Less #398
24440 Alessandro Blvd
Moreno Valley CA 92553
p1p-820095183-y1y
m-4-820141903-b 6 of17 WSW 0.05 /
290.39
1,576.88 /
-3
Circle K Stores #2211304
24440 Alessandro Blvd
Moreno Valley CA 92553
p1p-820141903-y1y
No of Tanks: 4
m-4-820205185-b 7 of17 WSW 0.05 /
290.39
1,576.88 /
-3
MOBIL #18-A3E
24440 ALESSANDRO BLVD
MORENO VALLEY CA 92553
p1p-820205185-y1y
Global ID: T0606599291 Census Tract: 6065042516
Site Facility Type: Census Tract (SRCH): 6065042516
Status: Completed - Case Closed Oil Field (SRCH):
Status Date (DL): 5/1/2019 Oil Field Oper (SRCH):
Cleanup Status: Latitude:
Case Type (DL): LUST Cleanup Site Longitude:
RWQCB Region (DL): SANTA ANA RWQCB (REGION 8)
Site Facility Name:
Business Name (DL): MOBIL #18-A3E
Address: 24440 ALESSANDRO BLVD
City: MORENO VALLEY
State: CA
Zip: 92553
County: RIVERSIDE
GeoTracker Sites Data Download - Site Details
CUF Case: YES
4 4
4 4
4 4
HZH
RIVERSIDE
HZH
RIVERSIDE
HWG
RIVERSIDE
HWG
RIVERSIDE
UST
RIVERSIDE
LUST
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Lead Agency: SANTA ANA RWQCB (REGION 8)
Case Worker:
Local Agency:
RB Case No: 083303815T
Local Case No:
File Location: Local Agency
Potential COC: Gasoline
Potential Media of Concern: Aquifer used for drinking water supply Begin Date: 2/28/2001
How Discovered: Subsurface Monitoring
How Discovered Description:
Stop Method: Replace product piping
Stop Description:
Calwater Watershed Name: San Jacinto Valley - Perris - Perris Valley (802.11) DWR GW Subbasin Name: San Jacinto (8-005)
Disadvantaged Community: Disadvantaged Community
CalEnvScreen Score:
Coordinate Source: Google Map Move
Discharge Cause: Unknown
Discharge Source: Other
EPA Region: 9
Leak Reported Dt: 2001-03-02 00:00:00
Military DoD Site: No
No Further Action Dt: 2019-05-01 00:00:00
Qty Rlsd Gallons:
Facility Project Sub Type:
Calenviroscreen 3 Score: 86-90%
Calenviroscreen 4 Score: 60-65%
Site History:
***Data prior to 2005 does not appear in GeoTracker. Consult agency file for all site data*** On February 28, 2001, soil sampling associated with Senate Bill 989 (SB-989) pipe upgrades were collected. TPH-g, benzene, and MtBE were detected in soil samples at concentrations of up to 1,700 ppm, 210 ppb, and 12,000 ppb, respectively. Approximately 50 tons of soil were removed from the site. Soil grab samples indicated TPH-g, ethylbenzene, total xylenes, and MtBE in soil at concentrations up to 2,100 ppm, 3,600 ppm, 74,000 ppb, and 2,200 ppb, Respectively. The site was placed in LOP. . On November 8, 9, and 12, 2001, five soil borings (SB1 through SB5) were advanced and completed as groundwater monitoring wells (MW-1 through MW5). Groundwater was encountered beneath the site at an average depth of approximately 60 feet bgs. TPH-g was detected in one soil sample, MW-3 at 40 feet bgs, at a concentration of 0.55 ppm. Benzene was detected in one soil sample, MW-3 at 60 feet bgs, at a concentration of 1 ppb. MtBE was detected in a number of the soil samples collected with the maximum concentration of 18 ppm detected in soil sample MW-1 at 35 feet bgs. On May 20 and 21, 2002, five additional soil borings (B-6 through B-10) were advanced. The maximum concentration of MtBE detected, 38 ppm was in soil boring B-7 at 40 feet bgs. From October 1 through October 3, 2002, three additional groundwater monitoring wells (MW-6 through MW-8) were installed. TPH-g was detected in 11 of the 33 soil samples collected, and MtBE was detected in 20 of the 33 soil samples. Benzene, toluene, ethylbenzene and total xylenes (BTEX) were not detected. The maximum concentration of TPH-g in soil, 7.4 ppm, was detected in MW-7 at 45 feet bgs. The maximum concentration of MtBE in soil, 24 ppm was detected in MW-6 at 40 feet bgs. Concentrations of tBA were detected in most of the soil samples collected from MW-6, with the maximum concentration of 26 ppm detected in the sample collected from 30 feet bgs. Soil samples collected from MW-7 and MW-8 were not reported to contain tBA. On September 29 and 30, 2003, three vapor extraction wells (VEW-1 through VEW-3) were installed around the perimeter of the USTs and screened from approximately 18 to 4 feet bgs. No soil samples were taken. On October 4, 2003, a 24-hour SVE test was conducted to evaluate the vapor flow capacity of well VEW-1. The radius of influence (ROI) for VEW-1 was calculated to be approximately 144 feet.
Concentrations of TPH-g were detected in all the vapor samples collected at concentrations ranging from 135 ppmv to 198 ppmv. Benzene was not detected. MtBE was detected at concentrations ranging from 320,000 ppbv 1,100,000 ppbv. On February 13, 2004, two borings, B-11 and B-12, were drilled adjacent to VEW-2 and VEW-3, respectively to collect and submit soil samples for chemical analysis. TPH-g and BTEX components were not detected within soil samples collected from soil borings B-11 and B-12. MtBE was detected at concentrations ranging from 1.2 ppm to 4.8 ppm tBA was detected ranging from 50 ppb to 240 ppb. tAME was detected, ranging from 15 ppb to 49 ppb. From September 20 through September 22, 2004, six additional groundwater monitoring wells (MW-9 through MW-14) were installed at the site. TPH-g was reported at a concentration of 1.1 ppm.
Concentrations of MtBE were detected in six samples, ranging from 11 ppb to 1,1 ppm. tBA was detected up to 110 ppb. One additional groundwater monitoring well (MW-17) was installed north of the site. During well installation, toluene, ethylbenzene, and total xylenes were detected at 9 ppm, 21 ppm, and 87 ppm, respectively. Approximately 237 pounds of TPHg and 105 pounds of MTBE were removed. Rebound testing was completed in April and May, 2008. Three confirmation borings, CB-1, CB-2, and CB-3, were advanced May 29 and 30, 2008 to a total depth of 60 feet bgs in the vicinity of VEW-1, VEW-2, and VEW-3, respectively. Groundwater. was encountered at 45’. TPHg was ND above the water table in all three borings. All three boring had TPHg levels, up to 2.5 ppm, under the water. Benzene was detected at 0.86J ppb at 55’ in boring 3. MTBE was detected under the water table in all three wells, with levels up to 3.7 ppm in CB-1 and up to 2.5 in CB-2. TBA was detected in boring 1 and 2 under the water table. CB01 had up to 10 ppm and CB-2 had up to 8.5 ppm. Waterloo oxygen emitters have been operating at the site in MW-1 and MW-6 since January 2008 until March 2016. Groundwater has been sampled quarterly since Dec. 2001. Quarterly groundwater overpurging conducted starting in Nov. 2010 using wells MW-1, MW-2, and MW-6 until March 2016. A total of 7924 gallons of groundwater were removed. Two hydropunch borings were advanced off-site on the south side of Alessandro Blvd on March 10, 2011. Groundwater grab samples were taken at 55’ in HP-1 and at 50’ in HP-2. No TPHg, or BTEX were detected in HP-1, however 0.42 ppb MTBE was detected. HP-2 had 100 ppb TPHg, 0.41J ppb benzene, 0.35J ppb toluene, 4.3J ppb TBA, 74 ppb ethanol, 7.5J ppb 2-butanone, 0.51J ppb chloromethane. Based on the low gw concentrations from the off-site borings, Kleinfelder felt the hydrocarbon concentrations south of the site have been adequately assessed and installation of monitoring wells does not appear to be warranted. Two post overpurging groundwater sampling events are to be conducted. The September 2016 event went from 2000 ppb TPHG just before the purging was discontinued to 2100 ppb. Benzene was not detected. MTBE went from 2600 ppb just before purging was discontinued to 1900 ppb. TBA went from 800 ppb just before purging was discontinued to 330 ppb ----------------------------------------------------------------------------------------------------- Site History/Release Information: The 3750
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site is an operating gas station with four 10,000 gallon double-walled gasoline USTs installed in 1990. February 2001: Eleven soil samples were collected below the dispensers and product piping during UST system dispenser / piping upgrades. All of the samples had contaminant detections with the highest concentrations along the piping at the southwestern end of the dispenser islands: 1700 ppm TPHg (SW-5’), 0.210 ppm B (P2-5’), 16.3 ppm X (SW-5’), and 12 ppm MTBE (P2-5’). The site was placed in LOP on March 2, 2001. Source Removal: Mar 2001: Approximately 50 tons of impacted soil was excavated from the piping run along P2, P3, and P4 (southwestern end of the dispenser islands). The excavation was ~45 ft x 4 ft and ~10 ft deep. Samples collected from the bottom and sidewalls of the excavation had concentrations up to 2100 ppm TPHg (P3-2-10’), ND B, 74000 ppb X (P3- 2-10’), 2200 ppb MTBE (P4-2-10’) and ND<6300 ppb TBA. (see map below) Assessment: Nov 2001 - Five groundwater (gw) monitoring wells (MW-1 through MW-5) were installed along the southwestern ends of the dispenser islands. The wells were screened from 40 to 60 feet below grade (ft bg).
Soil sampling showed the highest impacts in MW-1 with the primary constituents of concern being MTBE (max 18000 ppb MW-1@35 ft) and TBA (max 23000 ppb MW-1@30 ft). There was only one detection in the soil of TPHg (0.55 ppm MW-3@40 ft) and B (1 ppb MW-3@60 ft), however, the detection limits were elevated. GW was encountered at ~60 (ft bg) and stabilized at ~49 ft bg in the wells. GW in all five wells was impacted with the highest concentrations in MW-1: 26000 ppb TPHg, 3.5 ppb B (MW-3), 47000 ppb MTBE, and 1500 ppb TBA. Subsurface Soil types: silty sand and sand with occasional silt layers. May 2002 - Five CPT soil borings (B-6 through B-10) were advanced to ~55 ft bg to assess subsurface conditions outside the canopy and UST areas. Again, while soil samples had low TPHg and other VOC detections, MTBE and TBA concentrations were elevated in the soil from ~15 to 50 ft bg in borings B-7, B-8 and B-9. The highest concentrations were: 38000 ppb MTBE (B-7@40 ft) and 59000 ppb TBA (B-7@25 ft). GW was encountered at 55 ft bg and gw grab samples were collected. All five gw samples were impacted with the highest concentrations in B-7 (north side of the USTs) and B-9 (west of the USTs): 1500 ppb TPHg (B-9), 11000 ppb MTBE (B-7), and 410 ppb TBA (B-7). Oct 2002 - Three additional gw monitoring wells (MW-6 through MW-8) were installed at the northwestern corner of the property (MW-6) and along the southwestern (MW-7) and northeastern (MW-8) property boundaries. Soil from MW-6, located adjacent to B-7, had the highest soil impacts while MW-7 and MW-8 had minimal detections. All eight wells were sampled. Depth to gw was ~46 to 48 ft bg with a flow direction to the southwest at 0.003 ft/ft. Results showed the highest gw concentrations in MW-1 (south of the USTs and west of the dispensers) and MW-6 (adjacent to the north side of the USTs). Maximum concentrations were: 7800 ppb TPHg (MW-1), ND<250 ppb B, 97000 ppb MTBE (MW-1), 76000 ppb TBA (MW-1). Sep 2003-- Three vapor extraction wells (VEW-1 through VEW-3) were installed around the perimeter of the USTs with screens from approximately 4 to 18 ft bg. Soil samples were not collected for analyses. A 24-hr SVE pilot test was conducted. Findings are discussed in the Remediation section below. Feb 2004--Two soil borings (B11 and B-12) were drilled adjacent to VEW-2 and VEW-3, respectively, for soil sampling. All soil samples were non-detect for TPH-g and BTEX. MTBE and TBA were detected at the capillary fringe at concentrations up to 4200 ppb MTBE (40-ft) and 170 ppb TBA (43-ft) in B-11 and up to 4800 ppb MTBE (43-ft) and 240 ppb TBA (43-ft) in B-12. Sep 2004 – Two on-site (MW-13 and MW-14) and four off-site (MW-9 through MW-12) gw monitoring wells were installed. Soil near the water table was impacted in MW-11 (north of the USTs) with concentrations up to 1100 ppb MTBE in the 40-ft sample. All site wells were monitored and GW depth ranged from ~43 to 46 ft bg with a gradient of 0.001 to 0.004 ft/ft to the southwest. All of the new wells were impacted with the highest concentrations in MW-11 (620 ppb TPHg and 1040 ppb MTBE) and MW-14 (3230 ppb TBA). Aug 2005 - One gw monitoring well (MW-17) was installed off-site to the northeast of MW-11. The soil sample from 10 ft bg was the only impacted soil sample (ND TPHg, 9 ppm T, 21 ppm E, 87 ppm X, ND MTBE & TBA). GW from MW-17 was not impacted. Mar 2011 - Two direct-push borings (HP-1 and HP-2) were advanced off-site on the south side of Alessandro Blvd. GW was encountered and grab samples collected from the boreholes at 55 ft bg in HP-1 and 50 ft bg in HP-2. GW samples from both locations were at or below the detection limits for all constituents tested using EPA Methods 8015M and 8260B full scan.
Groundwater Monitoring: Since GW monitoring was initiated in December 2001, the water table has risen approximately 15 feet from a depth of approximately 49 ft bg to the current depth of approximately 33 ft bg. GW flow has been predominantly towards the southwest and southeast. Although gw has risen above the top of screens in the monitoring wells, the vapor wells are screened to enable sampling from the top of the water table. Since 2001, gw concentrations have decreased significantly from: 223000 ppb (MW-6) to 1900 ppb VEW-3) TPHg, 19.3 ppb (MW-6) to 0.74 ppb (MW-5) B, 334000 ppb (MW-6) to 1800 ppb (VEW-3) MTBE and 396000 ppb (MW-1) to 120 ppb (VEW-2) TBA. In March 2016, gw over-purging was discontinued and two additional gw sampling events have been conducted. Results discussed in verification section below. Remediation: Feb 2001 – Impacted soil was excavated from the piping area at the southwestern end of the dispenser islands. The excavation was approximately 45-feet long, 4-feet wide and 10-feet deep. A total of 50 tons of soil was taken to TPS in Adelanto CA for recycling. (a previous figure above shows excavation area) Oct 2003 - A 24- hour SVE test was conducted to evaluate the vapor flow capacity of well VEW-1. The radius of influence (ROI) for VEW-1 was calculated to be ~144 feet. [Upon SVE system startup in 2004, the effective ROI was determined to be 50 ft and this was used for remediation system operation] Concentrations of TPH-g were detected in all the vapor samples collected at concentrations ranging from 135 ppmV to 198 ppmV. Benzene was not detected. MTBE was detected at concentrations ranging from 320 ppmV to 1,100 ppmV. Oct 2004 to Mar 2008 – SVE was conducted using various combinations of wells MW-1, MW-6, VEW-1, VEW-2 and VEW-3 for extraction. Approximately 338 lbs VOCF and 241 lbs VOCHEX and 101 pounds of MTBE were removed during SVE operations. Jan 2008 to Oct 2012 - Waterloo oxygen emitters were installed in MW-1 and MW-6 to increase oxygen levels in the gw and encourage natural degradation of remaining gw impacts. Nov 2010 to Mar 2016 – Wells MW-1, MW-2, and MW-6 and (added later) VEW-1 through VEW-3 were overpurged on an intermittent basis to aid in the reduction of MTBE and TBA concentrations in the gw. A total of 7924 gallons of gw were overpurged. Verification: Vapor verification: Apr/May 2008 - SVE rebound testing was conducted using wells VEW-1, VEW-2, VEW3, MW-1, and MW-6. Two operational cycles were completed. The maximum VOCHEX vapor concentration was 27 ppmV (VEW-2 during the first cycle),
0.0052 ppmV B (MW-6), 0.024 ppmV MTBE (MW-6) and 0.022 ppmV TBA. Approximately 2.4 lbs. VOCHEX and <1 lb MTBE were removed during rebound testing. Mass removal rates were calculated to be 0.002 lb/hr VOCHEX and 1.5E-06 lb/hr MTBE. Soil verification: May 2008 - Three confirmation borings (CB-1 through CB-3) were advanced to 60 ft bg in the areas previously showing the highest impacts. GW was encountered at 45 ft bg. All samples from 10 to 40 ft bg in the vadose zone were at or below the detection limits for TPH-g, BTEX, MTBE and TBA. CB-3 was the least impacted boring with maximum MTBE of 520 ppb at 45 ft bg (TPHg and TBA at or below the detection limits). Remaining soil impacts appear to be below the water table as the highest concentrations were between 45 and 60 ft bg in CB1 and CB-2 with the highest detections being 2.5 ppm TPH-g (CB-1@60’), 3700 ppb MTBE (CB-1@60’), and 10000 ppb TBA (CB-1@50’). Kleinfelder calculated mass remaining in-situ as follows: 0.1 lb TPHg, 0 BTXE & Naphthalene, 0.3 lb MTBE and 1.7 lb TBA. Groundwater verification: Dec 2016 – Two gw monitoring events have been conducted since GW overpurging was discontinued in March 2016. As of December 2016, the depth to gw was ~33 to 36 ft bg with flow to the southeast at 0.008 ft/ft. The current maximum concentrations were: 1900 ppb TPHg (VEW-3), 0.74 ppb B, (MW-5), ND<1 Naphthalene, 1800 ppb MTBE (VEW-3) and 120 ppb (VEW-2). It should be noted that off-site wells MW-10 and MW-11 were not sampled due to denied access. Impacts in VEW-2 and VEW-3 show declining trends that are expected to diminish with time. NOTE: This closure summary does not include all of the data for this cleanup. It was prepared by the Riverside County DEH for the purpose of providing a brief summary of the cleanup case. All environmental documents should be reviewed to obtain further details regarding this cleanup.
GeoTracker Sites Data Download - Status History
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Status: Completed - Case Closed
Status Date: 5/1/2019
Status: Open - Eligible for Closure
Status Date: 5/26/2017
Status: Open - Verification Monitoring
Status Date: 5/27/2016
Status: Open - Remediation
Status Date: 11/2/2004
Status: Open - Site Assessment
Status Date: 11/1/2004
Status: Open - Remediation
Status Date: 10/22/2004
Status: Open - Site Assessment
Status Date: 4/24/2001
Status: Open - Case Begin Date
Status Date: 2/28/2001
GeoTracker Search - Regulatory Profile (as of October 16, 2023) Site Facility Name: MOBIL #18-A3E
Site Facility Type: LUST CLEANUP SITE
Cleanup Status: COMPLETED - CASE CLOSED
Address: 24440 ALESSANDRO BLVD
City: MORENO VALLEY
Zip: 92553
County: RIVERSIDE
Report Link: https://geotracker.waterboards.ca.gov/profile_report?global_id=T0606599291 Cleanup Status Detail: COMPLETED - CASE CLOSED AS OF 5/1/2019 Project Status:
Cleanup History Link: https://geotracker.waterboards.ca.gov/profile_report_include?global_id=T0606599291&tabname=regulatoryhistory Potential COC: GASOLINE
Potential Media of Concern: AQUIFER USED FOR DRINKING WATER SUPPLY File Location: LOCAL AGENCY
User Defined Beneficial Use:
Designated Beneficial Use: MUN, AGR, IND, PROC
DWR GW Sub Basin: San Jacinto (8-005)
Calwater Watershed Name: San Jacinto Valley - Perris - Perris Valley (802.11) Post Closure Site Management:
Future Land Use:
Cleanup Oversight Agencies: SANTA ANA RWQCB (REGION 8) (LEAD) - CASE #: 083303815T RIVERSIDE COUNTY LOP - CASE #: 200117362
CUF Claim No: 19865
CUF Priority Assig: D
CUF Amount Paid: $1,490,000
WDR Place Type:
WDR File No:
WDR Order No:
Project Oversight Agencies:
Facility Type:
Composting Method:
Grndwtr Monitoring Frequency: # OF WELLS MONITORED - QUARTERLY : 3, SEMI-ANNUALLY : 10, OTHER : 2 REASONS FOR QUARTERLY OR MONTHLY OR OTHER GROUNDWATER MONITORING:
Well Being Sampled During Remedial Action for Progress Assessment - wells MW1, MW2 and MW3 Other - access to the wells has not been granted
Designated Beneficial Use
Desc:
Municipal and Domestic Supply, Agricultural Supply, Industrial Service Supply, Industrial Process Supply Site History:
***Data prior to 2005 does not appear in GeoTracker. Consult agency file for all site data*** 3752
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On February 28, 2001, soil sampling associated with Senate Bill 989 (SB-989) pipe upgrades were collected. TPH-g, benzene, and MtBE were detected in soil samples at concentrations of up to 1,700 ppm, 210 ppb, and 12,000 ppb, respectively. Approximately 50 tons of soil were removed from the site.
Soil grab samples indicated TPH-g, ethylbenzene, total xylenes, and MtBE in soil at concentrations up to 2,100 ppm, 3,600 ppm, 74,000 ppb, and 2,200 ppb,
Respectively. The site was placed in LOP.
.
On November 8, 9, and 12, 2001, five soil borings (SB1 through SB5) were advanced and completed as groundwater monitoring wells (MW-1 through MW-5). Groundwater was encountered beneath the site at an average depth of approximately 60 feet bgs. TPH-g was detected in one soil sample, MW3 at 40 feet bgs, at a concentration of 0.55 ppm. Benzene was detected in one soil sample, MW-3 at 60 feet bgs, at a concentration of 1 ppb. MtBE was detected in a number of the soil samples collected with the maximum concentration of 18 ppm detected in soil sample MW-1 at 35 feet bgs.
On May 20 and 21, 2002, five additional soil borings (B-6 through B-10) were advanced. The maximum concentration of MtBE detected, 38 ppm was in soil boring B-7 at 40 feet bgs.
From October 1 through October 3, 2002, three additional groundwater monitoring wells (MW-6 through MW-8) were installed. TPH-g was detected in 11 of the 33 soil samples collected, and MtBE was detected in 20 of the 33 soil samples. Benzene, toluene, ethylbenzene and total xylenes (BTEX) were not detected. The maximum concentration of TPH-g in soil, 7.4 ppm, was detected in MW-7 at 45 feet bgs. The maximum concentration of MtBE in soil, 24 ppm was detected in MW-6 at 40 feet bgs. Concentrations of tBA were detected in most of the soil samples collected from MW-6, with the maximum concentration of 26 ppm detected in the sample collected from 30 feet bgs. Soil samples collected from MW-7 and MW-8 were not reported to contain tBA.
On September 29 and 30, 2003, three vapor extraction wells (VEW-1 through VEW-3) were installed around the perimeter of the USTs and screened from approximately 18 to 4 feet bgs. No soil samples were taken.
On October 4, 2003, a 24-hour SVE test was conducted to evaluate the vapor flow capacity of well VEW-1. The radius of influence (ROI) for VEW-1 was calculated to be approximately 144 feet. Concentrations of TPH-g were detected in all the vapor samples collected at concentrations ranging from 135 ppmv to 198 ppmv. Benzene was not detected. MtBE was detected at concentrations ranging from 320,000 ppbv 1,100,000 ppbv.
On February 13, 2004, two borings, B-11 and B-12, were drilled adjacent to VEW-2 and VEW-3, respectively to collect and submit soil samples for chemical analysis. TPH-g and BTEX components were not detected within soil samples collected from soil borings B-11 and B-12. MtBE was detected at concentrations ranging from 1.2 ppm to 4.8 ppm tBA was detected ranging from 50 ppb to 240 ppb. tAME was detected, ranging from 15 ppb to 49 ppb.
From September 20 through September 22, 2004, six additional groundwater monitoring wells (MW-9 through MW-14) were installed at the site. TPH-g was reported at a concentration of 1.1 ppm. Concentrations of MtBE were detected in six samples, ranging from 11 ppb to 1,1 ppm. tBA was detected up to 110 ppb. One additional groundwater monitoring well (MW-17) was installed north of the site. During well installation, toluene, ethylbenzene, and total xylenes were detected at 9 ppm, 21 ppm, and 87 ppm, respectively.
Approximately 237 pounds of TPHg and 105 pounds of MTBE were removed. Rebound testing was completed in April and May, 2008. Three confirmation borings, CB-1, CB-2, and CB-3, were advanced May 29 and 30, 2008 to a total depth of 60 feet bgs in the vicinity of VEW-1, VEW-2, and VEW-3, respectively. Groundwater. was encountered at 45�. TPHg was ND above the water table in all three borings. All three boring had TPHg levels, up to 2.5 ppm, under the water. Benzene was detected at 0.86J ppb at 55� in boring 3. MTBE was detected under the water table in all three wells, with levels up to 3.7 ppm in CB-1 and up to 2.5 in CB-2. TBA was detected in boring 1 and 2 under the water table. CB01 had up to 10 ppm and CB-2 had up to 8.5 ppm.
Waterloo oxygen emitters have been operating at the site in MW-1 and MW-6 since January 2008 until March 2016.
Groundwater has been sampled quarterly since Dec. 2001.
Quarterly groundwater overpurging conducted starting in Nov. 2010 using wells MW-1, MW-2, and MW-6 until March 2016. A total of 7924 gallons of groundwater were removed.
Two hydropunch borings were advanced off-site on the south side of Alessandro Blvd on March 10, 2011. Groundwater grab samples were taken at 55� in HP-1 and at 50� in HP-2. No TPHg, or BTEX were detected in HP-1, however 0.42 ppb MTBE was detected. HP-2 had 100 ppb TPHg, 0.41J ppb benzene, 0.35J ppb toluene, 4.3J ppb TBA, 74 ppb ethanol, 7.5J ppb 2-butanone, 0.51J ppb chloromethane. Based on the low gw concentrations from the off-site borings, Kleinfelder felt the hydrocarbon concentrations south of the site have been adequately assessed and installation of monitoring wells does not appear to be warranted.
Two post overpurging groundwater sampling events are to be conducted. The September 2016 event went from 2000 ppb TPHG just before the purging was discontinued to 2100 ppb. Benzene was not detected. MTBE went from 2600 ppb just before purging was discontinued to 1900 ppb. TBA went from 800 ppb just before purging was discontinued to 330 ppb ----------------------------------------------------------------------------------------------------- Site History/Release Information:
The site is an operating gas station with four 10,000 gallon double-walled gasoline USTs installed in 1990.
February 2001: Eleven soil samples were collected below the dispensers and product piping during UST system dispenser / piping upgrades. All of the samples had contaminant detections with the highest concentrations along the piping at the southwestern end of the dispenser islands: 1700 ppm TPHg 3753
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(SW-5�), 0.210 ppm B (P2-5�), 16.3 ppm X (SW-5�), and 12 ppm MTBE (P2-5�). The site was placed in LOP on March 2, 2001.
Source Removal:
Mar 2001: Approximately 50 tons of impacted soil was excavated from the piping run along P2, P3, and P4 (southwestern end of the dispenser islands).
The excavation was ~45 ft x 4 ft and ~10 ft deep. Samples collected from the bottom and sidewalls of the excavation had concentrations up to 2100 ppm TPHg (P3-2-10�), ND B, 74000 ppb X (P3-2-10�), 2200 ppb MTBE (P4-2-10�) and ND<6300 ppb TBA. (see map below)
Assessment:
Nov 2001 - Five groundwater (gw) monitoring wells (MW-1 through MW-5) were installed along the southwestern ends of the dispenser islands. The wells were screened from 40 to 60 feet below grade (ft bg). Soil sampling showed the highest impacts in MW-1 with the primary constituents of concern being MTBE (max 18000 ppb MW-1@35 ft) and TBA (max 23000 ppb MW-1@30 ft). There was only one detection in the soil of TPHg (0.55 ppm MW3@40 ft) and B (1 ppb MW-3@60 ft), however, the detection limits were elevated.
GW was encountered at ~60 (ft bg) and stabilized at ~49 ft bg in the wells. GW in all five wells was impacted with the highest concentrations in MW-1:
26000 ppb TPHg, 3.5 ppb B (MW-3), 47000 ppb MTBE, and 1500 ppb TBA.
Subsurface Soil types: silty sand and sand with occasional silt layers.
May 2002 - Five CPT soil borings (B-6 through B-10) were advanced to ~55 ft bg to assess subsurface conditions outside the canopy and UST areas.
Again, while soil samples had low TPHg and other VOC detections, MTBE and TBA concentrations were elevated in the soil from ~15 to 50 ft bg in borings B-7, B-8 and B-9. The highest concentrations were: 38000 ppb MTBE (B-7@40 ft) and 59000 ppb TBA (B-7@25 ft). GW was encountered at 55 ft bg and gw grab samples were collected. All five gw samples were impacted with the highest concentrations in B-7 (north side of the USTs) and B-9 (west of the USTs): 1500 ppb TPHg (B-9), 11000 ppb MTBE (B-7), and 410 ppb TBA (B-7).
Oct 2002 - Three additional gw monitoring wells (MW-6 through MW-8) were installed at the northwestern corner of the property (MW-6) and along the southwestern (MW-7) and northeastern (MW-8) property boundaries. Soil from MW-6, located adjacent to B-7, had the highest soil impacts while MW-7 and MW-8 had minimal detections. All eight wells were sampled. Depth to gw was ~46 to 48 ft bg with a flow direction to the southwest at 0.003 ft/ft.
Results showed the highest gw concentrations in MW-1 (south of the USTs and west of the dispensers) and MW-6 (adjacent to the north side of the USTs). Maximum concentrations were: 7800 ppb TPHg (MW-1), ND<250 ppb B, 97000 ppb MTBE (MW-1), 76000 ppb TBA (MW-1).
Sep 2003-- Three vapor extraction wells (VEW-1 through VEW-3) were installed around the perimeter of the USTs with screens from approximately 4 to 18 ft bg. Soil samples were not collected for analyses. A 24-hr SVE pilot test was conducted. Findings are discussed in the Remediation section below.
Feb 2004--Two soil borings (B-11 and B-12) were drilled adjacent to VEW-2 and VEW-3, respectively, for soil sampling. All soil samples were non-detect for TPH-g and BTEX. MTBE and TBA were detected at the capillary fringe at concentrations up to 4200 ppb MTBE (40-ft) and 170 ppb TBA (43-ft) in B11 and up to 4800 ppb MTBE (43-ft) and 240 ppb TBA (43-ft) in B-12.
Sep 2004 � Two on-site (MW-13 and MW-14) and four off-site (MW-9 through MW-12) gw monitoring wells were installed. Soil near the water table was impacted in MW-11 (north of the USTs) with concentrations up to 1100 ppb MTBE in the 40-ft sample. All site wells were monitored and GW depth ranged from ~43 to 46 ft bg with a gradient of 0.001 to 0.004 ft/ft to the southwest. All of the new wells were impacted with the highest concentrations in MW-11 (620 ppb TPHg and 1040 ppb MTBE) and MW-14 (3230 ppb TBA).
Aug 2005 - One gw monitoring well (MW-17) was installed off-site to the northeast of MW-11. The soil sample from 10 ft bg was the only impacted soil sample (ND TPHg, 9 ppm T, 21 ppm E, 87 ppm X, ND MTBE & TBA). GW from MW-17 was not impacted.
Mar 2011 - Two direct-push borings (HP-1 and HP-2) were advanced off-site on the south side of Alessandro Blvd. GW was encountered and grab samples collected from the boreholes at 55 ft bg in HP-1 and 50 ft bg in HP-2. GW samples from both locations were at or below the detection limits for all constituents tested using EPA Methods 8015M and 8260B full scan.
Groundwater Monitoring:
Since GW monitoring was initiated in December 2001, the water table has risen approximately 15 feet from a depth of approximately 49 ft bg to the current depth of approximately 33 ft bg. GW flow has been predominantly towards the southwest and southeast. Although gw has risen above the top of screens in the monitoring wells, the vapor wells are screened to enable sampling from the top of the water table. Since 2001, gw concentrations have decreased significantly from: 223000 ppb (MW-6) to 1900 ppb VEW-3) TPHg, 19.3 ppb (MW-6) to 0.74 ppb (MW-5) B, 334000 ppb (MW-6) to 1800 ppb (VEW-3) MTBE and 396000 ppb (MW-1) to 120 ppb (VEW-2) TBA. In March 2016, gw over-purging was discontinued and two additional gw sampling events have been conducted. Results discussed in verification section below.
Remediation:
Feb 2001 � Impacted soil was excavated from the piping area at the southwestern end of the dispenser islands. The excavation was approximately 45- feet long, 4-feet wide and 10-feet deep. A total of 50 tons of soil was taken to TPS in Adelanto CA for recycling. (a previous figure above shows excavation area)
Oct 2003 - A 24-hour SVE test was conducted to evaluate the vapor flow capacity of well VEW-1. The radius of influence (ROI) for VEW-1 was calculated to be ~144 feet. [Upon SVE system startup in 2004, the effective ROI was determined to be 50 ft and this was used for remediation system operation] Concentrations of TPH-g were detected in all the vapor samples collected at concentrations ranging from 135 ppmV to 198 ppmV. Benzene 3754
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was not detected. MTBE was detected at concentrations ranging from 320 ppmV to 1,100 ppmV.
Oct 2004 to Mar 2008 � SVE was conducted using various combinations of wells MW-1, MW-6, VEW-1, VEW-2 and VEW-3 for extraction.
Approximately 338 lbs VOCF and 241 lbs VOCHEX and 101 pounds of MTBE were removed during SVE operations.
Jan 2008 to Oct 2012 - Waterloo oxygen emitters were installed in MW-1 and MW-6 to increase oxygen levels in the gw and encourage natural degradation of remaining gw impacts.
Nov 2010 to Mar 2016 � Wells MW-1, MW-2, and MW-6 and (added later) VEW-1 through VEW-3 were overpurged on an intermittent basis to aid in the reduction of MTBE and TBA concentrations in the gw. A total of 7924 gallons of gw were overpurged.
Verification:
Vapor verification: Apr/May 2008 - SVE rebound testing was conducted using wells VEW-1, VEW-2, VEW-3, MW-1, and MW-6. Two operational cycles were completed. The maximum VOCHEX vapor concentration was 27 ppmV (VEW-2 during the first cycle), 0.0052 ppmV B (MW-6), 0.024 ppmV MTBE (MW-6) and 0.022 ppmV TBA. Approximately 2.4 lbs. VOCHEX and <1 lb MTBE were removed during rebound testing. Mass removal rates were calculated to be 0.002 lb/hr VOCHEX and 1.5E-06 lb/hr MTBE.
Soil verification: May 2008 - Three confirmation borings (CB-1 through CB-3) were advanced to 60 ft bg in the areas previously showing the highest impacts. GW was encountered at 45 ft bg. All samples from 10 to 40 ft bg in the vadose zone were at or below the detection limits for TPH-g, BTEX, MTBE and TBA. CB-3 was the least impacted boring with maximum MTBE of 520 ppb at 45 ft bg (TPHg and TBA at or below the detection limits).
Remaining soil impacts appear to be below the water table as the highest concentrations were between 45 and 60 ft bg in CB1 and CB-2 with the highest detections being 2.5 ppm TPH-g (CB-1@60�), 3700 ppb MTBE (CB-1@60�), and 10000 ppb TBA (CB-1@50�). Kleinfelder calculated mass remaining in-situ as follows: 0.1 lb TPHg, 0 BTXE & Naphthalene, 0.3 lb MTBE and 1.7 lb TBA.
Groundwater verification: Dec 2016 � Two gw monitoring events have been conducted since GW overpurging was discontinued in March 2016. As of December 2016, the depth to gw was ~33 to 36 ft bg with flow to the southeast at 0.008 ft/ft. The current maximum concentrations were: 1900 ppb TPHg (VEW-3), 0.74 ppb B, (MW-5), ND<1 Naphthalene, 1800 ppb MTBE (VEW-3) and 120 ppb (VEW-2). It should be noted that off-site wells MW-10 and MW-11 were not sampled due to denied access. Impacts in VEW-2 and VEW-3 show declining trends that are expected to diminish with time.
NOTE: This closure summary does not include all of the data for this cleanup. It was prepared by the Riverside County DEH for the purpose of providing a brief summary of the cleanup case. All environmental documents should be reviewed to obtain further details regarding this cleanup.
GeoTracker Search - Cleanup Status History (as of October 16, 2023) Status: Completed - Case Closed
Date : 5/1/2019
Status: Open - Eligible for Closure
Date : 5/26/2017
Status: Open - Verification Monitoring
Date : 5/27/2016
Status: Open - Remediation
Date : 11/2/2004
Status: Open - Site Assessment
Date : 11/1/2004
Status: Open - Remediation
Date : 10/22/2004
Status: Open - Site Assessment
Date : 4/24/2001
Status: Open - Case Begin Date
Date : 2/28/2001
GeoTracker Search - Cleanup Action Report (as of October 16, 2023) Action Type: PUMP & TREAT (P&T) GROUNDWATER
Begin Date: 11/1/2010
End Date: 3/1/2016
Phase: Water
Contaminant Mass Removed: 7,924 Gallons
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Description: Wells MW01, MW02, and MW06 overpurged. Water taken to Crosby and Overton Action Type: OTHER (USE DESCRIPTION FIELD)
Begin Date: 1/1/2008
End Date: 10/1/2012
Phase: Water
Contaminant Mass Removed:
Description: oxygen emitter
Action Type: SOIL VAPOR EXTRACTION (SVE)
Begin Date: 10/22/2004
End Date: 3/1/2008
Phase: Soil Vapor, Soil Vapor
Contaminant Mass Removed: 579 Pounds
Description: SVE
Action Type: EXCAVATION
Begin Date: 2/28/2001
End Date: 2/28/2001
Phase: Soil
Contaminant Mass Removed: 50 Tons
Description:
GeoTracker Search - Regulatory Activities (as of October 16, 2023) Action Type: Other Regulatory Actions
Action: Closure/No Further Action Letter
Action Date: 5/1/2019
Received Issue Date: 5/1/2019
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6400830&temptable=ENFORCEMENT Title Description Comments:
No Further Action Letter
Action Type: Other Regulatory Actions
Action: Closure Summary
Action Date: 4/23/2019
Received Issue Date: 4/23/2019
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6400420&temptable=ENFORCEMENT Title Description Comments:
Concur with Closure. Closure letter prepared and dated May 1, 2019 for EO signature Action Type: Other Regulatory Actions
Action: File Review - Closure
Action Date: 1/2/2019
Received Issue Date: 1/2/2019
Doc Link:
Title Description Comments:
Reviewed well abandonment report. Finalizing paperwork for closure.
Action Type: Response Requested - Reports
Action: Well Destruction Report
Action Date: *4/27/2018
Received Issue Date: 10/23/2018
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5921451 Title Description Comments:
Noted in email dated January 26, 2018 that well abandonment scheduling should commence.
Action Type: Response Requested - Other
Action: Other Report / Document - Regulator Responded
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Action Date: *1/16/2018
Received Issue Date: 1/16/2018
Doc Link:
Title Description Comments:
Public Notice 60-day comment period ends August 14, 2017 (estimated) Actual end date: January 16, 2018. - Only one comment from the public was received. It was of an informational nature only. Approval was given to proceed with well abandonment as originally required by the County.
Action Type: Notices
Action: Notification - Public Notice of Case Closure
Action Date: 11/17/2017
Received Issue Date: 11/17/2017
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6352101&temptable=ENFORCEMENT Title Description Comments:
Preclosure Cover Letter Prepared by Consultant at Request of RCEH Action Type: Response Requested - Other
Action: Other Report / Document - Regulator Responded
Action Date: 6/19/2017
Received Issue Date: 11/17/2017
Doc Link:
Title Description Comments:
Documentation of LTCP Public Notice distribution
Action Type: Other Regulatory Actions
Action: Staff Letter - #RCDEH#052617
Action Date: 5/26/2017
Received Issue Date: 5/26/2017
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6321224&temptable=ENFORCEMENT Title Description Comments:
Directive RCDEH letter sent requesting RP distribution of 60-day public notice, and after comment period, destruction of wells Action Type: Other Regulatory Actions
Action: File review - #RCDEH site summary
Action Date: 4/26/2017
Received Issue Date: 4/26/2017
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6181857&temptable=ENFORCEMENT Title Description Comments:
RCDEH SITE SUMMARY 4/26/2017
Action Type: Other Regulatory Actions
Action: LOP Case Closure Summary to RB
Action Date: 4/26/2017
Received Issue Date: 4/26/2017
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6318048&temptable=ENFORCEMENT Title Description Comments:
RCDEH sent closure summary to Rose at the RWQCB
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 1/15/2017
Received Issue Date: 2/17/2017
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5918362 Title Description Comments:
- RCDEH reviewed Q4-2016 gw mon report.
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Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 10/15/2016
Received Issue Date: 10/11/2016
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5903444 Title Description Comments:
- RCDEH reviewed third quarter 2016 status report
Action Type: Other Regulatory Actions
Action: Technical Correspondence / Assistance / Other - #RCDEH 060116 Action Date: 6/1/2016
Received Issue Date: 6/1/2016
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6286443&temptable=ENFORCEMENT Title Description Comments:
RCDEH response to wokplan addendum
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 4/15/2016
Received Issue Date: 4/8/2016
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5886426 Title Description Comments:
- RCDEH reviewed first quarter 2016 annual report
Action Type: Other Regulatory Actions
Action: File review - #RCDEH upload site file 4/5/2016
Action Date: 4/5/2016
Received Issue Date: 4/5/2016
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6258684&temptable=ENFORCEMENT Title Description Comments:
RCDEH uploaded site files 4/5/2016
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 10/15/2015
Received Issue Date: 11/24/2015
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5868697 Title Description Comments:
- RCDEH reviewed third quarter 2015 status report
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 7/15/2015
Received Issue Date: 7/28/2015
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5850501 Title Description Comments:
- RCDEH reviewed second quarter 2015 status report.
Action Type: Response Requested - Reports
Action: Monitoring Report - Annually
Action Date: 4/15/2015
Received Issue Date: 3/31/2015
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5836412 Title Description Comments:
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- RCDEH reviewed first quarter 2015 annual report
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 1/15/2015
Received Issue Date: 2/20/2015
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5832573 Title Description Comments:
- RCDEH reviewed fourth quarter 2014 status report
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 10/15/2014
Received Issue Date: 10/21/2014
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5808024 Title Description Comments:
- RCDEH reviewed second and third quarters 2014 status report Action Type: Other Regulatory Actions
Action: Staff Letter - #RCDEH 061914
Action Date: 6/19/2014
Received Issue Date: 6/19/2014
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6208690&temptable=ENFORCEMENT Title Description Comments:
directive letter RCDEH requested SVE wells be sampled for gw during the next gw sampling event Action Type: Response Requested - Reports
Action: Monitoring Report - Annually
Action Date: 4/15/2014
Received Issue Date: 2/24/2014
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5798822 Title Description Comments:
- RCDEH reviewed fourth quarter 2013 status report and first quarter 2014 annual report Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 10/15/2013
Received Issue Date: 10/7/2013
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5784888 Title Description Comments:
- RCDEH reviewed second and third quarters 2013 status report Action Type: Other Regulatory Actions
Action: Staff Letter - #RCDEH 050613
Action Date: 5/6/2013
Received Issue Date: 5/6/2013
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6158380&temptable=ENFORCEMENT Title Description Comments:
directive
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 4/15/2013
Received Issue Date: 4/18/2013
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5769914 Title Description Comments:
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RCDEH reviewed fourth quarter 2012 and first quarter 2013 status report Action Type: Other Regulatory Actions
Action: Technical Correspondence / Assistance / Other - #RCDEH 031113 Action Date: 3/11/2013
Received Issue Date: 3/11/2013
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6151878&temptable=ENFORCEMENT Title Description Comments:
technical correspondence RCDEH accepts not sampling 2 off-site wells and working to destroy them.
Action Type: Response Requested - Workplans
Action: Pilot Study / Treatability Workplan - Regulator Responded Action Date: 1/2/2013
Received Issue Date: 1/2/2013
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5770243 Title Description Comments:
Work Plan for Ozone Sparge Remedial Feasibility Testing - RCDEH accepted workplan for ozone sparge unless case meets LTCP.
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 10/15/2012
Received Issue Date: 11/8/2012
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5757152 Title Description Comments:
- RCDEH reviewed third quarter 2012 status report
Action Type: Response Requested - Reports
Action: Monitoring Report - Annually
Action Date: 4/15/2012
Received Issue Date: 4/25/2012
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5757156 Title Description Comments:
- RCDEH reviewed first quarter 2012 annual report
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 1/15/2012
Received Issue Date: 2/27/2012
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5731969 Title Description Comments:
- RCDEH reviewed fourth quarter 2011 status report
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 10/15/2011
Received Issue Date: 9/26/2011
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5722370 Title Description Comments:
- RCDEH reviewed third quarter 2011 status report.
Action Type: Other Regulatory Actions
Action: Technical Correspondence / Assistance / Other - #RCDEH 091511 Action Date: 9/15/2011
Received Issue Date: 9/15/2011
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6098762&temptable=ENFORCEMENT 3760
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technical correspondence RCDEH sent letter accepting report of hydropunch borings and accepts conclusion that additional monitoring wells are not needed.
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 7/15/2011
Received Issue Date: 7/11/2011
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5719118 Title Description Comments:
- RCDEH reviewed second quarter 2011 status report
Action Type: Response Requested - Reports
Action: Monitoring Report - Annually
Action Date: 4/15/2011
Received Issue Date: 4/26/2011
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5713667 Title Description Comments:
- RCDEH reviewed first quarter 2011 annual report
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 1/15/2011
Received Issue Date: 1/13/2011
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5703363 Title Description Comments:
- RCDEH reviewed fourth quarter 2010 status report
Action Type: Cleanup Action
Action: Pump & Treat (P&T) Groundwater
Action Date: 11/1/2010
Received Issue Date:
Doc Link:
Title Description Comments:
Wells MW01, MW02, and MW06 overpurged. Water taken to Crosby and Overton Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 10/15/2010
Received Issue Date: 9/27/2010
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5652148 Title Description Comments:
groundwater monitoring report - RCDEH reviewed third quarter 2010 status report Action Type: Other Regulatory Actions
Action: Staff Letter - #RCDEH 092210
Action Date: 9/22/2010
Received Issue Date: 9/22/2010
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6065036&temptable=ENFORCEMENT Title Description Comments:
directive RCDEH sent letter giving until Nov. 1, 2010 to begin overpurging.
Action Type: Other Regulatory Actions
Action: Staff Letter - #RCDEH 072710
Action Date: 7/27/2010
Received Issue Date: 7/27/2010
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Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6059116&temptable=ENFORCEMENT Title Description Comments:
directive RCDEH sent letter to new adjacent property owner requesting they work with ExxonMobil to allow access to the property Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 7/15/2010
Received Issue Date: 7/15/2010
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5652147 Title Description Comments:
- RCDEH reviewed second quarter 2010 status report
Action Type: Other Regulatory Actions
Action: Technical Correspondence / Assistance / Other - #RCDEH 062110 Action Date: 6/21/2010
Received Issue Date: 6/21/2010
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6058056&temptable=ENFORCEMENT Title Description Comments:
technical correspondence RCDEH approved request to eliminate analysis for methanol Action Type: Other Regulatory Actions
Action: Technical Correspondence / Assistance / Other - #062110 Action Date: 6/21/2010
Received Issue Date: 6/21/2010
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6055677&temptable=ENFORCEMENT Title Description Comments:
directive RCDEH sent letter allowing RP to discontinue sampling for methanol Action Type: Other Regulatory Actions
Action: Staff Letter - #RCDEH 042610
Action Date: 4/26/2010
Received Issue Date: 4/26/2010
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6049261&temptable=ENFORCEMENT Title Description Comments:
directive RCDEH sent letter to adjacent property owner requsting they work with Mobil to get access agreement Action Type: Response Requested - Reports
Action: Monitoring Report - Annually
Action Date: 4/15/2010
Received Issue Date: 4/19/2010
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5652146 Title Description Comments:
- RCDEH reviewed first quarter 2010 annual report
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 1/15/2010
Received Issue Date: 1/12/2010
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5652145 Title Description Comments:
- RCDEH reviewed fourth quarter 2009 status report
Action Type: Response Requested - Reports
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Action: Monitoring Report - Quarterly
Action Date: 10/15/2009
Received Issue Date: 10/19/2009
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0606599291&doc_id=5652144 Title Description Comments:
groundwater monitoring report - RCDEH reviewed third quarter 2009 status report Action Type: Other Regulatory Actions
Action: Staff Letter - #RCDEH073109
Action Date: 7/31/2009
Received Issue Date: 7/31/2009
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=6030073&temptable=ENFORCEMENT Title Description Comments:
gw monitoring frequency letter
Action Type: Other Regulatory Actions
Action: File review
Action Date: 7/10/2009
Received Issue Date: 7/10/2009
Doc Link:
Title Description Comments:
RCDEH reviewed second quarter 2009 status report
Action Type: Other Regulatory Actions
Action: File review
Action Date: 4/14/2009
Received Issue Date: 4/14/2009
Doc Link:
Title Description Comments:
RCDEH reviewed first quarter 2009 status report
Action Type: Other Regulatory Actions
Action: File review
Action Date: 1/14/2009
Received Issue Date: 1/14/2009
Doc Link:
Title Description Comments:
RCDEH reviewed fourth quarter 2008 status report
Action Type: Other Regulatory Actions
Action: File review
Action Date: 10/22/2008
Received Issue Date: 10/22/2008
Doc Link:
Title Description Comments:
RCDEH reviewed third quarter 2008 status report
Action Type: Other Regulatory Actions
Action: Technical Correspondence / Assistance / Other
Action Date: 8/21/2008
Received Issue Date: 8/21/2008
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=5984947&temptable=ENFORCEMENT Title Description Comments:
riv Co 082108 RCDEH reviewed SVE rebound test and confirming boring report and sent acceptance letter 3763
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Action Type: Other Regulatory Actions
Action: Technical Correspondence / Assistance / Other
Action Date: 8/1/2008
Received Issue Date: 8/1/2008
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0606599291&enforcement_id=5983315&temptable=ENFORCEMENT Title Description Comments:
Riv Co 080108 RCDEH reviewed second quarter 2008 status report and sent letter approving decreaing of well sampling frequency for certain wells Action Type: Other Regulatory Actions
Action: File review
Action Date: 4/30/2008
Received Issue Date: 4/30/2008
Doc Link:
Title Description Comments:
RCDEH reviwed first quarter 2008 status report
Action Type: Other Regulatory Actions
Action: File review
Action Date: 3/6/2008
Received Issue Date: 3/6/2008
Doc Link:
Title Description Comments:
RCDEH reviewed fourth quarter 2007 status report
Action Type: Other Regulatory Actions
Action: Technical Correspondence / Assistance / Other - #021908 Action Date: 2/19/2008
Received Issue Date: 2/19/2008
Doc Link:
Title Description Comments:
RCDEH sent out letter stating Linda Shurlow is now overseeing site activities Action Type: Cleanup Action
Action: Other (Use Description Field)
Action Date: 1/1/2008
Received Issue Date:
Doc Link:
Title Description Comments:
oxygen emitter
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 10/15/2007
Received Issue Date: 10/19/2007
Doc Link:
Title Description Comments:
Monitoring Report - Quarterly - Q307 Quarterly Monitoring Report Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 7/15/2007
Received Issue Date: 7/16/2007
Doc Link:
Title Description Comments:
Monitoring Report - Quarterly
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Action Type: Other Regulatory Actions
Action: File review
Action Date: 7/9/2007
Received Issue Date: 7/9/2007
Doc Link:
Title Description Comments:
Quarterly Reporting
Action Type: Response Requested - Reports
Action: Monitoring Report - Quarterly
Action Date: 4/15/2007
Received Issue Date: 4/15/2007
Doc Link:
Title Description Comments:
Monitoring Report - Quarterly - Quarterly Monitoring Report Action Type: Cleanup Action
Action: Soil Vapor Extraction (SVE)
Action Date: 10/22/2004
Received Issue Date:
Doc Link:
Title Description Comments:
SVE
Action Type: Leak Action
Action: Leak Discovery
Action Date: 3/2/2001
Received Issue Date:
Doc Link:
Title Description Comments:
Action Type: Leak Action
Action: Leak Reported
Action Date: 3/2/2001
Received Issue Date:
Doc Link:
Title Description Comments:
Action Type: Cleanup Action
Action: Excavation
Action Date: 2/28/2001
Received Issue Date:
Doc Link:
Title Description Comments:
Action Type: Leak Action
Action: Leak Stopped
Action Date: 2/28/2001
Received Issue Date:
Doc Link:
Title Description Comments:
GeoTracker Search - Site Maps (as of October 16, 2023)
Submitted: 4/16/2010
Submitted By: KLEINFELDER (AUTH_RP)
Title: GEO_MAP
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_map/9719933927/T0606599291.PDF 3765
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Submitted: 7/30/2008
Submitted By: KLEINFELDER (AUTH_RP)
Title: CB-1 (CB-1)
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_bore/1579086780/T0606599291.PDF Submitted: 7/30/2008
Submitted By: KLEINFELDER (AUTH_RP)
Title: CB-2 (CB-2)
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_bore/4859327018/T0606599291.PDF Submitted: 7/30/2008
Submitted By: KLEINFELDER (AUTH_RP)
Title: CB-3 (CB-3)
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_bore/7908431112/T0606599291.PDF Submitted: 10/9/2006
Submitted By: KLEINFELDER (AUTH_RP)
Title: GEO_MAP
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_map/8691358268/T0606599291.pdf Submitted: 10/9/2006
Submitted By: KLEINFELDER (AUTH_RP)
Title: GEO_BORE (MW17)
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_bore/2209365665/T0606599291.pdf Submitted: 11/16/2004
Submitted By: KLEINFELDER (AUTH_RP)
Title: GEO_MAP
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_map/3092313468/T0606599291.pdf Submitted: 10/23/2002
Submitted By: KLEINFELDER (AUTH_RP)
Title: GEO_MAP
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_map/1261579215/T0606599291.pdf Submitted: 4/12/2002
Submitted By: KLEINFELDER (AUTH_RP)
Title: GEO_MAP
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_map/7911740958/T0606599291.jpg GeoTracker Search - Documents (as of October 16, 2023)
Document Type: Site Documents Document Date: 5/1/2019
Type: CLOSURE/NO FURTHER ACTION LETTER Submitted:
Submitted By: ROSE SCOTT (REGULATOR)
Title: NO FURTHER ACTION LETTER
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6400830 Document Type: Site Documents Document Date: 4/23/2019
Type: CLOSURE SUMMARY Submitted:
Submitted By: ROSE SCOTT (REGULATOR)
Title: CONCUR WITH CLOSURE. CLOSURE LETTER PREPARED AND DATED MAY 1, 2019 FOR EO SIGNATURE Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6400420 Document Type: Site Documents Document Date: 10/23/2018* Type: WELL DESTRUCTION REPORT Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: WELL ABANDONMENT REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1094082772/T0606599291.PDF Document Type: Site Documents Document Date: 6/11/2018* Type: CORRESPONDENCE Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: CHANGE IN RESPONSIBLE PARTY CONTACT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7478512704/T0606599291.PDF Document Type: Site Documents Document Date: 11/17/2017 Type: NOTIFICATION - PUBLIC NOTICE OF CASE Submitted:
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CLOSURE
Submitted By: ROSE SCOTT (REGULATOR)
Title: PRECLOSURE COVER LETTER PREPARED BY CONSULTANT AT REQUEST OF RCEH Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6352101 Document Type: Site Documents Document Date: 8/15/2017* Type: CORRESPONDENCE Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: CIRCLE K DESIGNATED REP CHANGE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1430991828/T0606599291.PDF Document Type: Site Documents Document Date: 5/26/2017
Type: STAFF LETTER Submitted:
Submitted By: ANDREA BRIONES (REGULATOR)
Title: DIRECTIVE RCDEH LETTER SENT REQUESTING RP DISTRIBUTION OF 60-DAY PUBLIC NOTICE, AND
AFTER COMMENT PERIOD, DESTRUCTION OF WELLS
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6321224 Document Type: Site Documents Document Date: 4/26/2017
Type: LOP CASE CLOSURE SUMMARY TO RB Submitted:
Submitted By: SHARON BOLTINGHOUSE (REGULATOR)
Title: RCDEH SENT CLOSURE SUMMARY TO ROSE AT THE RWQCB
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6318048 Document Type: Site Documents Document Date: 4/26/2017
Type: FILE REVIEW Submitted:
Submitted By: SHARON BOLTINGHOUSE (REGULATOR)
Title: RCDEH SITE SUMMARY 4/26/2017
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6181857 Document Type: Monitoring Reports Document Date: 2/14/2017 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - 4Q16
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3697676241/T0606599291.PDF Document Type: Monitoring Reports Document Date: 10/11/2016 Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - 3Q16
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5308580398/T0606599291.PDF Document Type: Site Documents Document Date: 6/1/2016
Type: TECHNICAL CORRESPONDENCE /
ASSISTANCE / OTHER
Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: RCDEH RESPONSE TO WOKPLAN ADDENDUM
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6286443 Document Type: Monitoring Reports Document Date: 4/14/2016 Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - FOURTH QUARTER 2015 AND FIRST QUARTER 2016 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1922972261/T0606599291.PDF Document Type: Monitoring Reports Document Date: 4/8/2016 Type: MONITORING REPORT - ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: ANNUAL CLEANUP EVALUATION REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1060167312/T0606599291.PDF Document Type: Site Documents Document Date: 4/7/2016
Type: PILOT STUDY / TREATABILITY WORKPLAN Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: ADDENDUM FOR GROUNDWATER OZONE SPARGE REMEDIAL FEASIBILITY TESTING WORK PLAN Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4624246954/T0606599291.PDF Document Type: Site Documents Document Date: 4/5/2016
Type: FILE REVIEW Submitted:
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Submitted By: LINDA SHURLOW (REGULATOR), SHARON BOLTINGHOUSE (REGULATOR) Title: RCDEH UPLOADED SITE FILES 4/5/2016
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6258684 Document Type: Monitoring Reports Document Date: 11/20/2015 Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - THIRD QUARTER 2015 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3382101476/T0606599291.PDF Document Type: Monitoring Reports Document Date: 7/27/2015 Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - SECOND QUARTER 2015 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4663612127/T0606599291.PDF Document Type: Monitoring Reports Document Date: 4/13/2015 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - FIRST QUARTER 2015 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8039496719/T0606599291.PDF Document Type: Monitoring Reports Document Date: 3/25/2015 Type: MONITORING REPORT - OTHER Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: ANNUAL CLEANUP EVALUATION REPORT - 2014
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1359437465/T0606599291.PDF Document Type: Monitoring Reports Document Date: 2/20/2015 Type: MONITORING REPORT - OTHER Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - FOURTH QUARTER 2014 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3443561613/T0606599291.PDF Document Type: Monitoring Reports Document Date: 10/15/2014 Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - 2ND & 3RD QUARTER 2014 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9130944430/T0606599291.PDF Document Type: Site Documents Document Date: 6/19/2014
Type: STAFF LETTER Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: DIRECTIVE LETTER
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6208690 Document Type: Monitoring Reports Document Date: 4/29/2014 Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - FOURTH QUARTER 2013 AND FIRST QUARTER 2014 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6063286960/T0606599291.PDF Document Type: Monitoring Reports Document Date: 3/26/2014 Type: MONITORING REPORT - ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: 2013 ANNUAL CLEANUP EVALUATION REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8883698940/T0606599291.PDF Document Type: Site Documents Document Date: 2/21/2014
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: 2014 CERTIFIED LIST OF RECORD FEE TITLE OWNERS
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7229157924/T0606599291.PDF Document Type: Site Documents Document Date: 2/4/2014
Type: CORRESPONDENCE Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: 1304 CHANGE IN ENVIRON MGR LTR 1-28-14
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4048615932/T0606599291.PDF 3768
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Document Type: Monitoring Reports Document Date: 10/3/2013 Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT � SECOND AND THIRD QUARTERS 2013 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3496140956/T0606599291.PDF Document Type: Monitoring Reports Document Date: 7/15/2013 Type: MONITORING REPORT - ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: 2012 ANNUAL CLEANUP EVALUATION REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2516315519/T0606599291.PDF Document Type: Site Documents Document Date: 5/6/2013
Type: STAFF LETTER Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: DIRECTIVE
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6158380 Document Type: Monitoring Reports Document Date: 4/15/2013 Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - FIRST QUARTER 2013 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8552890837/T0606599291.PDF Document Type: Site Documents Document Date: 3/11/2013
Type: TECHNICAL CORRESPONDENCE /
ASSISTANCE / OTHER
Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: TECHNICAL CORRESPONDENCE
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6151878 Document Type: Site Documents Document Date: 1/2/2013
Type: PILOT STUDY / TREATABILITY WORKPLAN Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: WORK PLAN FOR OZONE SPARGE REMEDIAL FEASIBILITY TESTING - REGULATOR RESPONSE Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&document_id=5770243 Document Type: Site Documents Document Date: 1/2/2013
Type: PILOT STUDY / TREATABILITY WORKPLAN Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: WORK PLAN FOR OZONE SPARGE REMEDIAL FEASIBILITY TESTING Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5917820036/T0606599291.PDF Document Type: Monitoring Reports Document Date: 11/6/2012 Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - THIRD QUARTER 2012 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9744065761/T0606599291.PDF Document Type: Monitoring Reports Document Date: 4/19/2012 Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: GROUNDWATER MONITORING REPORT - FIRST QUARTER 2012 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3639887511/T0606599291.PDF Document Type: Site Documents Document Date: 2/21/2012
Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: DANIEL M. BLAES (AUTH_RP)
Title: QUARTERLY STATUS REPORT - FOURTH QUARTER 2011
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1734632372/T0606599291.PDF Document Type: Site Documents Document Date: 9/22/2011
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2011 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9276432812/T0606599291.PDF Document Type: Site Documents Document Date: 9/15/2011
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Type: TECHNICAL CORRESPONDENCE /
ASSISTANCE / OTHER
Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: TECHNICAL CORRESPONDENCE
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6098762 Document Type: Site Documents Document Date: 6/24/2011
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2011 QUARTERLY STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8381408631/T0606599291.PDF Document Type: Site Documents Document Date: 5/2/2011
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: OFF-SITE GROUNDWATER ASSESSMENT REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2681122779/T0606599291.PDF Document Type: Site Documents Document Date: 4/11/2011
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: 2011 ANNUAL CLEANUP EVALUATION REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2624613463/T0606599291.PDF Document Type: Site Documents Document Date: 1/13/2011
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURTH QUARTER 2010 QUARTERLY STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4428191423/T0606599291.PDF Document Type: Site Documents Document Date: 9/22/2010
Type: STAFF LETTER Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: DIRECTIVE
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6065036 Document Type: Site Documents Document Date: 9/21/2010
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2010 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3838120460/T0606599291.PDF Document Type: Site Documents Document Date: 9/9/2010
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: GROUNDWATER OVERPURGE WORKPLAN
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3538056373/T0606599291.PDF Document Type: Site Documents Document Date: 7/27/2010
Type: STAFF LETTER Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: DIRECTIVE
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6059116 Document Type: Site Documents Document Date: 6/30/2010
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2010 QUARTERLY STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6143667936/T0606599291.PDF Document Type: Site Documents Document Date: 6/21/2010
Type: TECHNICAL CORRESPONDENCE /
ASSISTANCE / OTHER
Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: TECHNICAL CORRESPONDENCE
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6058056 Document Type: Site Documents Document Date: 6/21/2010
Type: TECHNICAL CORRESPONDENCE / Submitted:
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Submitted By: LINDA SHURLOW (REGULATOR)
Title: DIRECTIVE
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6055677 Document Type: Site Documents Document Date: 5/27/2010
Type: CORRESPONDENCE Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: NOTIFICATION OF PROJECT MANAGER CHANGE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2360940515/T0606599291.PDF Document Type: Site Documents Document Date: 4/26/2010
Type: STAFF LETTER Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: DIRECTIVE
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6049261 Document Type: Site Documents Document Date: 4/2/2010
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: ANNUAL CLEANUP EVALUATION REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9209268152/T0606599291.PDF Document Type: Site Documents Document Date: 1/15/2010
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURTH QUARTER 2009 QUARTERLY STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4498032927/T0606599291.PDF Document Type: Site Documents Document Date: 10/15/2009 Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2009 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5808373570/T0606599291.PDF Document Type: Site Documents Document Date: 7/31/2009
Type: STAFF LETTER Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: GW MONITORING FREQUENCY LETTER
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=6030073 Document Type: Monitoring Reports Document Date: 7/10/2009 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2009 QUARTERLY STATUS AND GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7435326993/T0606599291.PDF Document Type: Site Documents Document Date: 6/1/2009
Type: CORRESPONDENCE Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: CHANGE OF EXXONMOBIL PROJECT MANAGER
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4063818693/T0606599291.PDF Document Type: Monitoring Reports Document Date: 4/10/2009 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FIRST QUARTER 2009 GROUNDWATER MONITORING AND QUARTERLY STATUS REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5899222135/T0606599291.PDF Document Type: Monitoring Reports Document Date: 1/13/2009 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURTH QUARTER 2008 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7056046009/T0606599291.PDF Document Type: Site Documents Document Date: 1/9/2009
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURTH QUARTER 2008 QUARTERLY STATUS REPORT
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Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5052788853/T0606599291.PDF Document Type: Monitoring Reports Document Date: 9/30/2008 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2008 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4412735462/T0606599291.PDF Document Type: Site Documents Document Date: 9/26/2008
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2008 QUARTERLY STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8999939441/T0606599291.PDF Document Type: Site Documents Document Date: 8/21/2008
Type: TECHNICAL CORRESPONDENCE /
ASSISTANCE / OTHER
Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: RIV CO 082108
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=5984947 Document Type: Site Documents Document Date: 8/1/2008
Type: TECHNICAL CORRESPONDENCE /
ASSISTANCE / OTHER
Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: RIV CO 080108
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0606599291&enforcement_id=5983315 Document Type: Site Documents Document Date: 7/30/2008
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SOIL VAPOR EXTRACTION REBOUND TEST AND CONFIRMATION BORINGS REPORT 1 OF 2 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1328417718/T0606599291.PDF Document Type: Site Documents Document Date: 7/30/2008
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SOIL VAPOR EXTRACTION REBOUND TEST AND CONFIRMATION BORINGS REPORT 2 OF 2 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7604481577/T0606599291.PDF Document Type: Monitoring Reports Document Date: 7/13/2008 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2008 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8362963616/T0606599291.PDF Document Type: Monitoring Reports Document Date: 7/12/2008 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: 2ND QUARTER 2008 STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5854828357/T0606599291.PDF Document Type: Monitoring Reports Document Date: 4/13/2008 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FIRST QUARTER 2008 SOIL VAPOR EXTRACTION SYSTEM OPERATIONS REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1100203573/T0606599291.PDF Document Type: Monitoring Reports Document Date: 4/8/2008 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FIRST QUARTER 2008 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9503645956/T0606599291.PDF Document Type: Site Documents Document Date: 4/8/2008
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FIRST QUARTER 2008 STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8640080332/T0606599291.PDF 3772
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Document Type: Site Documents Document Date: 3/5/2008
Type: LETTER Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: RIV CO 030508
Title Link: https://geotracker.waterboards.ca.gov/site_documents/1009129166/movalley%20mobil%20030508%2Epdf Document Type: Site Documents Document Date: 2/19/2008
Type: LETTER Submitted:
Submitted By: LINDA SHURLOW (REGULATOR)
Title: RIV CO 021908
Title Link: https://geotracker.waterboards.ca.gov/site_documents/2000350773/MoValley%20Mobil%20021908%2Epdf Document Type: Site Documents Document Date: 2/14/2008
Type: WORKPLANS - OTHER WP Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: WORKPLAN FOR SOIL VAPOR EXTRACTION REBOUND TESTING AND CONFIRMATION BORINGS Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8115359246/T0606599291.PDF Document Type: Monitoring Reports Document Date: 1/11/2008 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURTH QUARTER 2007 SOIL VAPOR EXTRACTION SYSTEM OPERATIONS REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9306043863/T0606599291.PDF Document Type: Monitoring Reports Document Date: 1/10/2008 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURHT QUARTER 2007 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7603808343/T0606599291.PDF Document Type: Site Documents Document Date: 1/7/2008
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURTH QUARTER 2007 STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4630537271/T0606599291.PDF Document Type: Monitoring Reports Document Date: 10/12/2007 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2007 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9377537608/T0606599291.PDF Document Type: Site Documents Document Date: 10/12/2007 Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2007 QUARTERLY STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2914413273/T0606599291.PDF Document Type: Monitoring Reports Document Date: 10/11/2007 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2007 SOIL VAPOR EXTRACTION SYTEM OPERATION REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3230137705/T0606599291.PDF Document Type: Site Documents Document Date: 7/12/2007
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2007 SOIL VAPOR EXTRACTION SYSTEM OPERATIONS REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1171725213/T0606599291.PDF Document Type: Monitoring Reports Document Date: 7/12/2007 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2007 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2385426402/T0606599291.PDF Document Type: Site Documents Document Date: 7/10/2007
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
3773
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Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2007 STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1528643548/T0606599291.PDF Document Type: Site Documents Document Date: 6/29/2007
Type: REPORT Submitted:
Submitted By: YVONNE REYES (REGULATOR)
Title: UNAUTHORIZED RELEASE REPORT
Title Link: https://geotracker.waterboards.ca.gov/site_documents/1031788468/Mobil%2018%2DA3E%20URR%2Epdf Document Type: Site Documents Document Date: 6/29/2007
Type: LETTER Submitted:
Submitted By: YVONNE REYES (REGULATOR)
Title: RIV CO 042506 LETTER
Title Link: https://geotracker.waterboards.ca.gov/site_documents/3951267838/Mobil%2018%2DA3E%20Letter%2Epdf Document Type: Site Documents Document Date: 4/12/2007
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FIRST QUARTER 2007 SOIL VAPOR EXTRACTION SYSTEM OPERATIONS REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2360427677/T0606599291.PDF Document Type: Monitoring Reports Document Date: 4/11/2007 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FIRST QUARTER 2007 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5475797891/T0606599291.PDF Document Type: Site Documents Document Date: 4/10/2007
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: 1Q07 QUARTERLY STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5109069645/T0606599291.PDF Document Type: Site Documents Document Date: 1/16/2007
Type: REPORTS - OTHER Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURTH QUARTER 2006 SOIL VAPOR EXTRACTION SYSTEM OPERATION REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5401051163/T0606599291.PDF Document Type: Site Documents Document Date: 1/16/2007
Type: REPORTS - OTHER Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURTH QUARTER 2006 SOIL VAPOR EXTRACTION SYSTEM OPERATION REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2224791586/T0606599291.PDF Document Type: Site Documents Document Date: 1/10/2007
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: 4TH QUARTER 2006 STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3934003531/T0606599291.PDF Document Type: Monitoring Reports Document Date: 1/9/2007 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURTH QUARTER 2006 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2682601749/T0606599291.PDF Document Type: Monitoring Reports Document Date: 10/12/2006 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2006 SOIL VAPOR EXTRACTION SYTEM OPERATION REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5334211051/T0606599291.PDF Document Type: Site Documents Document Date: 10/12/2006 Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2006 STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7787280023/T0606599291.PDF 3774
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Document Type: Monitoring Reports Document Date: 10/5/2006 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2006 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5326795279/T0606599291.PDF Document Type: Site Documents Document Date: 7/13/2006
Type: REPORTS - OTHER Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2006 SOIL VAPOR EXTRACTION SYSTEM OPERATION REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5979324162/T0606599291.PDF Document Type: Monitoring Reports Document Date: 7/13/2006 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2006 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3582166373/T0606599291.PDF Document Type: Site Documents Document Date: 7/10/2006
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: 2Q2006 STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9415632486/T0606599291.PDF Document Type: Site Documents Document Date: 6/8/2006
Type: CORRESPONDENCE - OTHER Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: REQUEST FOR INSTALLATION OF GROUNDWATER MONITORING WELL Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1668975651/T0606599291.PDF Document Type: Site Documents Document Date: 5/17/2006
Type: CORRESPONDENCE - OTHER Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: CHANGE OF EXXONMOBIL PROJECT MANAGER
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2321897745/T0606599291.PDF Document Type: Site Documents Document Date: 4/14/2006
Type: REPORTS - OTHER Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FIRST QUARTER 2006 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5783002555/T0606599291.PDF Document Type: Site Documents Document Date: 4/13/2006
Type: REPORTS - OTHER Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FIRST QUARTER 2006 SOIL VAPOR EXTRACTION SYSTEM OPERATION REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8274289786/T0606599291.PDF Document Type: Monitoring Reports Document Date: 4/13/2006 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: 1Q 2006 STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6082517325/T0606599291.PDF Document Type: Site Documents Document Date: 4/5/2006
Type: REPORTS - OTHER Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: UNDERGROUND STORAGE TANK CLEANUP
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1760358512/T0606599291.PDF Document Type: Site Documents Document Date: 3/9/2006*
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENCY REQUEST FOR ADDITIONAL TECHNICAL REPORTS DATED 03/2006 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2044244587/T0606599291.PDF Document Type: Site Documents Document Date: 1/16/2006
Type: REPORTS - OTHER Submitted:
3775
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Submitted By: KLEINFELDER (AUTH_RP)
Title: ADDITIONAL GROUNDWATER ASSESSMENT REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6871335685/T0606599291.PDF Document Type: Site Documents Document Date: 1/14/2006
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: 4Q05 QUARTERLY STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8463215470/T0606599291.PDF Document Type: Monitoring Reports Document Date: 1/13/2006 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURTH QUARTER 2005 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1825864493/T0606599291.PDF Document Type: Site Documents Document Date: 1/13/2006
Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FOURTH QUARTER 2005 SOIL VAPOR EXTRACTION SYSTEM OPERATION REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5632645964/T0606599291.PDF Document Type: Site Documents Document Date: 11/14/2005* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL REQUEST FOR INSTALLATION OF GWM WELLS WITHIN PUBLIC ST.-RIGHT OF WAY DATED 11/2005
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3470535516/T0606599291.PDF Document Type: Site Documents Document Date: 10/26/2005 Type: REPORTS - OTHER Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2005 SOIL VAPOR EXTRACTION REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8956481754/T0606599291.PDF Document Type: Monitoring Reports Document Date: 10/14/2005 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: 3Q05 QRTLY STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4222806632/T0606599291.PDF Document Type: Monitoring Reports Document Date: 10/12/2005 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: THIRD QUARTER 2005 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8230894327/T0606599291.PDF Document Type: Monitoring Reports Document Date: 7/14/2005 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2005 SOIL VAPOR EXTRACTION SYSTEM OPERATION REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5722440421/T0606599291.PDF Document Type: Site Documents Document Date: 7/11/2005
Type: REPORTS - OTHER Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2005 STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6648999869/T0606599291.PDF Document Type: Monitoring Reports Document Date: 6/21/2005 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: SECOND QUARTER 2005 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1697187125/T0606599291.PDF Document Type: Site Documents Document Date: 4/28/2005
Type: REPORTS - OTHER Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FIRST QUARTER 2005 SOIL VAPOR EXTRACTION SYSTEM OPERATIONS REPORT 3776
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Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3609769523/T0606599291.PDF Document Type: Site Documents Document Date: 4/15/2005
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FIRST QUARTER 2005 STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2201910734/T0606599291.PDF Document Type: Monitoring Reports Document Date: 3/28/2005 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: KLEINFELDER (AUTH_RP)
Title: FIRST QUARTER 2005 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1240842521/T0606599291.PDF Document Type: Site Documents Document Date: 1/26/2005* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENCY CONDITIONAL APPROVAL OF WORKPLAN ADDENDUM FOR ADDITIONAL GROUNDWATER ASSESSEMENT DATED 01/2005
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4938308954/T0606599291.PDF Document Type: Site Documents Document Date: 12/7/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENCY DIRECTIVE FOR WORKPLAN ADDENDUM FOR ADDITIONAL GROUNDWATER ASSESSEMENT DATED 12/2004
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4734785616/T0606599291.PDF Document Type: Site Documents Document Date: 11/29/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL REMEDIAL SYSTEM STARTUP REPORT DATED 11/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2755083084/T0606599291.PDF Document Type: Site Documents Document Date: 11/18/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 4Q 2004 GROUNDWATER MONITORING REPORT DATED 11/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5009445428/T0606599291.PDF Document Type: Site Documents Document Date: 11/15/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL ADDITIONAL SITE ASSESSMENT REPORT DATED 11/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6844230353/T0606599291.PDF Document Type: Site Documents Document Date: 10/5/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 3Q 2004 GROUNDWATER MONITORING REPORT DATED 10/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1908554315/T0606599291.PDF Document Type: Site Documents Document Date: 8/27/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL ADVANCE NOTICE GROUNDWATER MONITORING WELL INSTALLATION 08/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9144644618/T0606599291.PDF Document Type: Site Documents Document Date: 8/4/2004*
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENCY APPROVAL OF PROPOSED WELL CONSTRUCATION DIAGRAM DATED 08/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1884668171/T0606599291.PDF Document Type: Site Documents Document Date: 8/2/2004*
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL PROPOSED WELL CONSTRUCATION DIAGRAM DATED 08/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8049115121/T0606599291.PDF 3777
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Document Type: Site Documents Document Date: 7/15/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 2Q 2004 STATUS REPORT DATED 07/2004
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2167978107/T0606599291.PDF Document Type: Site Documents Document Date: 7/6/2004*
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 2Q 2004 GROUNDWATER MONITORING REPORT DATED 07/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8344839930/T0606599291.PDF Document Type: Site Documents Document Date: 6/8/2004*
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENCY CONDITIONAL APPROVAL OF RAP DATED 06/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7151642084/T0606599291.PDF Document Type: Site Documents Document Date: 4/6/2004*
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 1Q 2004 STATUS REPORT DATED 04/2004
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4366067707/T0606599291.PDF Document Type: Site Documents Document Date: 3/31/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL REMEDIAL ACTION PLAN DATED 03/2004
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6016067743/T0606599291.PDF Document Type: Site Documents Document Date: 3/30/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 1Q 2004 GROUNDWATER MONITORING REPORT DATED 03/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2222653329/T0606599291.PDF Document Type: Site Documents Document Date: 2/12/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL REQUEST FOR ACCESS AND DESCRIPTION OF PROPOSED MONITORING WELLS DATED 02/2004
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1419111788/T0606599291.PDF Document Type: Site Documents Document Date: 2/2/2004*
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL SVE FEASIBILITY TESTING REPORT APPROVAL DATED 02/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8014352619/T0606599291.PDF Document Type: Site Documents Document Date: 1/15/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 4Q 2003 STATUS REPORT DATED 01/2004
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3560495197/T0606599291.PDF Document Type: Site Documents Document Date: 1/12/2004* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 4Q 2003 GROUNDWATER MONITORING REPORT DATED 01/2004 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4974453866/T0606599291.PDF Document Type: Site Documents Document Date: 11/19/2003* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL SOIL VAPOR EXTRACTION FEASIBILITY TESTING REPORT DATED 11/2003 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7445938348/T0606599291.PDF Document Type: Site Documents Document Date: 10/30/2003* 3778
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Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENCY DIRECTIVE TO INCLUDE TBA CONCENTRATION MAPS WITHIN QUARTERLY REPORTS DATED 10/2003
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8270883381/T0606599291.PDF Document Type: Site Documents Document Date: 10/15/2003* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 3Q 2003 STATUS REPORT DATED 10/2003
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7052558600/T0606599291.PDF Document Type: Site Documents Document Date: 10/8/2003* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 3Q 2003 GROUNDWATER MONITOIRNG REPORT DATED 10/2003 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8343109369/T0606599291.PDF Document Type: Site Documents Document Date: 8/19/2003* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENCY CONDITIONAL APPROVAL OF WP FOR OFFSITE WELL INSTALLATION & FEASIBILITY TESTING DATED 08/2003
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1353772103/T0606599291.PDF Document Type: Site Documents Document Date: 7/15/2003* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 2Q 2003 GROUNDWATER MONITORING REPORT DATED 07/2003 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9607118606/T0606599291.PDF Document Type: Site Documents Document Date: 7/10/2003* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 2Q 2003 STATUS REPORT DATED 07/2003
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9408606171/T0606599291.PDF Document Type: Site Documents Document Date: 6/17/2003* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENCY DIRECTIVE TO SUBMIT WELL INSTALLATION & FEASIBILITY TEST WORK PLAN DATED 06/2003
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7505127191/T0606599291.PDF Document Type: Site Documents Document Date: 4/15/2003* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 2Q 2002 STATUS REPORT DATED 07/2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4678206026/T0606599291.PDF Document Type: Site Documents Document Date: 4/15/2003* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 1Q 2003 STATUS REPORT DATED 04/2003
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5743606805/T0606599291.PDF Document Type: Site Documents Document Date: 4/14/2003* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 1Q 2003 GROUNDWATER MONITORING REPORT DATED 04/2003 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6830594003/T0606599291.PDF Document Type: Site Documents Document Date: 1/15/2003* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 4Q 2002 STATUS REPORT DATED 01/2003
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3285773158/T0606599291.PDF Document Type: Site Documents Document Date: 1/15/2003* 3779
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(ft)
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Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 4Q 2002 GROUNDWATER MONITORING REPORT DATED 01/2003 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5219696283/T0606599291.PDF Document Type: Site Documents Document Date: 11/11/2002* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL SITE ASSESSMENT REPORT DATED 11/2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3554580926/T0606599291.PDF Document Type: Site Documents Document Date: 10/15/2002* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 3Q 2002 STATUS REPORT DATED 10/2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1834121942/T0606599291.PDF Document Type: Site Documents Document Date: 9/20/2002* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 3Q 2002 GROUNDWATER MONITORING REPORT DATED 09/2002 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4788492023/T0606599291.PDF Document Type: Site Documents Document Date: 8/8/2002*
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENCY CONDITIONAL APPROVAL OF INTERM ASSESSMENT RESULTS DATED 08/2002 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1124157845/T0606599291.PDF Document Type: Site Documents Document Date: 7/5/2002*
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 2Q 2002 GROUNDWATER MONITOIRNG REPORT DATED 07/2002 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5630062997/T0606599291.PDF Document Type: Site Documents Document Date: 6/12/2002* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL INTERIM ASSESSMENT RESULTS DATED 06/2002 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2847845673/T0606599291.PDF Document Type: Site Documents Document Date: 4/26/2002* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL MODIFICATION TO APPROVED ADDITIONAL SITE ASSESSMENT WORKPLAN DATED 04/2002 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1042447030/T0606599291.PDF Document Type: Site Documents Document Date: 4/17/2002* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENY CONDITIONAL APPROVAL FOR WORKPLAN FOR ADDITIONAL SITE ASSESSMENT DATED 04/2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5501092731/T0606599291.PDF Document Type: Site Documents Document Date: 4/15/2002* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 1Q 2002 STATUS REPORT DATED 04/2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4473778784/T0606599291.PDF Document Type: Site Documents Document Date: 3/27/2002* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL WORK PLAN FOR ADDITIONAL SITE ASSESSMENT DATED 03/2002 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8677377521/T0606599291.PDF Document Type: Site Documents Document Date: 3/11/2002* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
3780
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Title: HISTORICAL 1Q 2002 GROUNDWATER MONITORING REPORT DATED 03/2002 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7556036591/T0606599291.PDF Document Type: Site Documents Document Date: 3/1/2002*
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENCY DIRECTIVE TO SUBMIT SITE ASSESSMENT WORKPLAN ADDENDUM DATED 03/2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8516638636/T0606599291.PDF Document Type: Site Documents Document Date: 1/28/2002* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL SITE ASSESSMENT REPORT DATED 01/2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5262002766/T0606599291.PDF Document Type: Site Documents Document Date: 1/15/2002* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 4Q 2001 STATUS REPORT DATED 01/2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7079132318/T0606599291.PDF Document Type: Site Documents Document Date: 10/12/2001* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 3Q 2001 STATUS REPORT DATED 10/2001
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5162988483/T0606599291.PDF Document Type: Site Documents Document Date: 9/27/2001* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORIAL AGENCY CONDITIONAL APPROVAL OF SITE ASSESSEMENT PLAN DATED 09/2001 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9951193451/T0606599291.PDF Document Type: Site Documents Document Date: 8/27/2001* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: WORK PLAN FOR SITE ASSESSMENT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9954400837/T0606599291.PDF Document Type: Site Documents Document Date: 8/3/2001*
Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL AGENCY REQUEST FOR SUBSURFACE INVESTIGATION WORK PLAN DATED 08/2001 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1321432709/T0606599291.PDF Document Type: Site Documents Document Date: 6/25/2001* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL LIMITED SOIL EXCAVATION AND ASSESSMENT REPORT DATED 06/2001 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2750381708/T0606599291.PDF Document Type: Site Documents Document Date: 7/26/1993* Type: OTHER REPORT / DOCUMENT Submitted:
Submitted By: PINNACLE EMS (CONTRACTOR)
Title: HISTORICAL 2Q 1993 QUARTERLY REPORT DATED 07/1993 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3547723591/T0606599291.PDF m-4-860406464-b 8 of17 WSW 0.05 /
290.39
1,576.88 /
-3
Circle K Stores #2211304
24440 Alessandro Blvd
Moreno Valley CA 92553
p1p-860406464-y1y
Facility ID: FA0036547 Latitude: 33.9178
CERS ID: 10329064 Longitude: -117.2357
County: Riverside CalEnviroScrn 4 Pct: 60-65%
Permitting Agency: Riverside County Department of Environmental Health Site Facility Type: PERMITTED UNDERGROUND STORAGE TANK (UST) Note: Information related to facilities can be searched on Geo Tracker Website: https://geotracker.waterboards.ca. 4 UST
3781
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Tank Details
Epa Region: 9 Tank Closure Date:
No. of Closed UST: 0 Tank Configuration: Stand Alone Tank No. of Inuse UST: Tank Contents: Regular Unleaded
No. of Oos UST: 0 Tank Cp Impr Curr: No
Owner Type: Non-Government Tank Cp Shutoff: Yes
Tank ID No.: 2 Tank Installatn Dt: 6/1/1990 12:00:00 AM Tank Status: Confirmed/Updated Information Tank No of Compart: 1 Tank Type: Double Wall Tank Pc Constructn: Fiberglass
Tank Alarms: No Tank Spill Bucket: Yes
Tank Ball Float: No Tribal Lands: No
Tank Operator Name: Emad Wasif
Tank Operator Mail Address: 24440 Alessandro Blvd.
Tank Operator Mail City: Moreno Valley
Tank Operator Mail State: CA
Tank Operator Mail Zip: 92553
Tank Owner Name: Circle K Stores Inc.
Tank Owner Mailing Address: P.O. Box 52085, Attn: Environmental Tank Owner Mailing City: Phoenix
Tank Owner Mailing State: AZ
Tank Owner Mailing Zip: 85072
Tank Capacity Gallons: 10000
Tank Piping Construction: Double Walled
Tank Piping Type: Pressure
Tank Pw Piping Construction: Fiberglass
Tank Sacrificial Anode: No
Tank Details
Epa Region: 9 Tank Closure Date:
No. of Closed UST: 0 Tank Configuration: Stand Alone Tank No. of Inuse UST: Tank Contents: Premium Unleaded
No. of Oos UST: 0 Tank Cp Impr Curr: No
Owner Type: Non-Government Tank Cp Shutoff: Yes
Tank ID No.: 3 Tank Installatn Dt: 6/1/1990 12:00:00 AM Tank Status: Confirmed/Updated Information Tank No of Compart: 1 Tank Type: Double Wall Tank Pc Constructn: Fiberglass
Tank Alarms: No Tank Spill Bucket: Yes
Tank Ball Float: No Tribal Lands: No
Tank Operator Name: Emad Wasif
Tank Operator Mail Address: 24440 Alessandro Blvd.
Tank Operator Mail City: Moreno Valley
Tank Operator Mail State: CA
Tank Operator Mail Zip: 92553
Tank Owner Name: Circle K Stores Inc.
Tank Owner Mailing Address: P.O. Box 52085, Attn: Environmental Tank Owner Mailing City: Phoenix
Tank Owner Mailing State: AZ
Tank Owner Mailing Zip: 85072
Tank Capacity Gallons: 10000
Tank Piping Construction: Double Walled
Tank Piping Type: Pressure
Tank Pw Piping Construction: Fiberglass
Tank Sacrificial Anode: No
Tank Details
Epa Region: 9 Tank Closure Date:
No. of Closed UST: 0 Tank Configuration: Stand Alone Tank No. of Inuse UST: Tank Contents: Regular Unleaded
No. of Oos UST: 0 Tank Cp Impr Curr: No
Owner Type: Non-Government Tank Cp Shutoff: Yes
3782
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Tank ID No.: 1 Tank Installatn Dt: 6/1/1990 12:00:00 AM Tank Status: Confirmed/Updated Information Tank No of Compart: 1 Tank Type: Double Wall Tank Pc Constructn: Fiberglass
Tank Alarms: No Tank Spill Bucket: Yes
Tank Ball Float: No Tribal Lands: No
Tank Operator Name: Emad Wasif
Tank Operator Mail Address: 24440 Alessandro Blvd.
Tank Operator Mail City: Moreno Valley
Tank Operator Mail State: CA
Tank Operator Mail Zip: 92553
Tank Owner Name: Circle K Stores Inc.
Tank Owner Mailing Address: P.O. Box 52085, Attn: Environmental Tank Owner Mailing City: Phoenix
Tank Owner Mailing State: AZ
Tank Owner Mailing Zip: 85072
Tank Capacity Gallons: 10000
Tank Piping Construction: Double Walled
Tank Piping Type: Pressure
Tank Pw Piping Construction: Fiberglass
Tank Sacrificial Anode: No
Tank Details
Epa Region: 9 Tank Closure Date:
No. of Closed UST: 0 Tank Configuration: Stand Alone Tank No. of Inuse UST: Tank Contents: Regular Unleaded
No. of Oos UST: 0 Tank Cp Impr Curr: No
Owner Type: Non-Government Tank Cp Shutoff: Yes
Tank ID No.: 4 Tank Installatn Dt: 6/1/1990 12:00:00 AM Tank Status: Confirmed/Updated Information Tank No of Compart: 1 Tank Type: Double Wall Tank Pc Constructn: Fiberglass
Tank Alarms: No Tank Spill Bucket: Yes
Tank Ball Float: No Tribal Lands: No
Tank Operator Name: Emad Wasif
Tank Operator Mail Address: 24440 Alessandro Blvd.
Tank Operator Mail City: Moreno Valley
Tank Operator Mail State: CA
Tank Operator Mail Zip: 92553
Tank Owner Name: Circle K Stores Inc.
Tank Owner Mailing Address: P.O. Box 52085, Attn: Environmental Tank Owner Mailing City: Phoenix
Tank Owner Mailing State: AZ
Tank Owner Mailing Zip: 85072
Tank Capacity Gallons: 10000
Tank Piping Construction: Double Walled
Tank Piping Type: Pressure
Tank Pw Piping Construction: Fiberglass
Tank Sacrificial Anode: No
m-4-864882881-b 9 of17 WSW 0.05 /
290.39
1,576.88 /
-3
Circle K Stores #2211304
24440 ALESSANDRO BLVD
MORENO VALLEY CA 92553
p1p-864882881-y1y
Site ID: 389980
Latitude: 33.917800
Longitude: -117.235700
Regulated Programs
EI ID: 10329064
EI Description: Hazardous Waste Generator
EI ID: 10329064
EI Description: Chemical Storage Facilities
EI ID: 10329064
4 CERS TANK
3783
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EI Description: Underground Storage Tank
Violations
Violation Date: 04/11/2019 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712(b)(1)(G) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712(b)(1)(G) Violation Notes:
Returned to compliance on 10/03/2019. OBSERVATION: An overfill equipment inspection was not completed by the October 13, 2018 deadline.
CORRECTIVE ACTION: Owner/operator shall immediately schedule and complete an overfill equipment inspection providing the required 48 hour notification prior to conducting the inspection. Inspection results and all supporting documentation (inspection procedures used, tank charts, printouts, etc.) must be submitted to this Department within 30 days upon completion of the inspection.
Violation Description:
Failure to comply with one or more of the following overfill prevention equipment requirements:
Alert the transfer operator when the tank is 90 percent full by restricting the flow into the tank or triggering an audible and visual alarm; or Restrict delivery of flow to the tank at least 30 minutes before the tank overfills, provided the restriction occurs when the tank is filled to no more than 95 percent of capacity; and activate an audible alarm at least five minutes before the tank overfills; or Provide positive shut-off of flow to the tank when the tank is filled to no more than 95 percent of capacity; or Provide positive shut-off of flow to the tank so that none of the fittings located on the top of the tank are exposed to product due to overfilling.
Install/retrofit overfill prevention equipment that does not use flow restrictors on vent piping to meet overfill prevention equipment requirements when the overfill prevention equipment is installed, repaired, or replaced on and after October 1, 2018.
For USTs installed before October 1, 2018, perform an inspection by October 13, 2018 and every 36 months thereafter.
For USTs installed on and after October 1, 2018, perform an inspection at installation and every 36 months thereafter.
Inspected within 30 days after a repair to the overfill prevention equipment.
Inspected using an applicable manufacturer guidelines, industry codes, engineering standards, or a method approved by a professional engineer.
Inspected by a certified UST service technician.
Maintain records of overfill prevention equipment inspection for 36 months.
Violations
Violation Date: 04/03/2023 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712(b)(6) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712(b)(6) Violation Notes:
Returned to compliance on 06/06/2023. OBSERVATION: Observed that facility has completed a 2021 Monitoring Certification, 2022 Monitoring Certification, 2022 Overfill Inspection, 2022 Cold Start Monitoring Certification and a 2023 SB989 Repairs and was unable to locate the paperwork at the time of inspection. CORRECTIVE ACTION: Owner/operator shall provide all maintenance, monitoring, repair and/or upgrade records. Maintain copies on site and available for review. Submit missing documentation to the CUPA.
Violation Description:
Failure to maintain records of repairs and upgrades on site, or off site if approved by the UPA, for the life of the UST.
Violations
Violation Date: 04/11/2019 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25291(a)(2) - California Health and Safety Code, Chapter 6.7, Section(s) 25291(a)(2) Violation Notes:
Returned to compliance on 04/26/2019. OBSERVATION: SB 989 testing conducted on 1/28/2019 revealed failed secondary components. The following components failed testing: UDC 7/8 CORRECTIVE ACTION: Containment is maintained tight. Note: Plans may be required for repairs; check with the HMMB area plan checker to determine if the submission of plans is necessary prior to starting repairs. 3784
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Violation Description:
Failure to maintain secondary containment (e.g., failure of secondary containment testing).
Violations
Violation Date: 04/13/2021 Violation Source: CERS
Violation Program: HMRRP Violation Division: Riverside County Department of Env Health Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter 6.95, Section(s) 25508(a)(1) Violation Notes:
Returned to compliance on 06/14/2021. OBSERVATION: Owner/operator has previously submitted a business plan into the statewide information management system which had one or more sections rejected. Specifically, hazardous materials inventory section were rejected for not meeting minimum standards. CORRECTIVE ACTION: Owner/operator shall review the rejection comments attached to the previously submitted business plan, make required corrections, and resubmit corrected sections into the statewide information management system (e.g. CERS) at http://cers.calepa.ca.gov.
Violation Description:
Failure to complete and electronically submit a business plan when storing/handling a hazardous material at or above reportable quantities.
Violations
Violation Date: 05/24/2023 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712(i) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712(i) Violation Notes:
Returned to compliance on 06/06/2023. Please refer to original inspection for violation details. Facility still missing Overfill inspection report for 2022.
Violation Description:
Failure to have current UST Monitoring Plan available on site.
Violations
Violation Date: 04/03/2023 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712(i) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712(i) Violation Notes:
Returned to compliance on 06/06/2023. OBSERVATION: No UST Monitoring Plan available on site during inspection. Facility has an incomplete UST Monitoring plan on site. CORRECTIVE ACTION: Owner/operator shall maintain a current UST Monitoring Plan on site that has been accepted in CERS and make available for review.
Violation Description:
Failure to have current UST Monitoring Plan available on site.
Violations
Violation Date: 05/24/2023 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712(b)(6) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712(b)(6) Violation Notes:
Returned to compliance on 06/06/2023. Please refer to original inspection for violation details. Facility still missing Overfill inspection report for 2022.
Violation Description:
Failure to maintain records of repairs and upgrades on site, or off site if approved by the UPA, for the life of the UST. 3785
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Violations
Violation Date: 04/30/2018 Violation Source: CERS
Violation Program: HW Violation Division: Riverside County Department of Env Health Citation: 40 CFR 1 265.31 - U.S. Code of Federal Regulations, Title 40, Chapter 1, Section(s) 265.31 Violation Notes:
Returned to compliance on 04/30/2018. The facility is not being operated to minimize for the possibility of a release of hazardous waste to an unauthorized location. At the time of inspection, a microwave appliance was observed in the facility dumpster. The facility operator removed the microwave at the time of observation, and we discussed proper handling & disposal of appliances and other universal waste. Violation closed at this time. A recommendation was also given to establish a lock for the dumpster enclosure due to the frequency of vagrants around the facility's location.
Violation Description:
Failure to maintain and operate the facility to minimize the possibility of a fire, explosion, or any unplanned sudden or non-sudden release of hazardous waste or hazardous waste constituents to air, soil, or surface water which could threaten human health or the environment.
Violations
Violation Date: 04/30/2018 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712(i) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712(i) Violation Notes:
Returned to compliance on 10/11/2018.
Violation Description:
Failure to have current UST Monitoring Plan available on site.
Violations
Violation Date: 04/07/2022 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2636(f)(2) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2636(f)(2) Violation Notes:
Returned to compliance on 11/30/2022. OBSERVATION: Observed WPLLD failed to detect a 3.0 gallon per hour leak and restrict or shut off flow of product when tested. CORRECTIVE ACTION: Owner/operator shall repair/replace failed leak detector and certify that leak detector is capable of detecting a 3.0 gallon per hour leak and slowing/stopping the flow of product. 48 hour notification required to be submitted to this Department prior to retesting failed leak detector.
Violation Description:
Failure of the functional line leak detector (LLD) monitoring pressurized piping to meet one or more of the following requirements: Monitored at least hourly with the capability of detecting a release of 3.0 gallons per hour leak at 10 pounds per square inch and restrict or shut off the flow of product through the piping when a leak is detected.
Violations
Violation Date: 04/13/2021 Violation Source: CERS
Violation Program: HMRRP Violation Division: Riverside County Department of Env Health Citation: HSC 6.95 25505(a)(4) - California Health and Safety Code, Chapter 6.95, Section(s) 25505(a)(4) Violation Notes:
Returned to compliance on 06/14/2021. OBSERVATION: No training records observed/provided during inspection for carbon dioxide and propane.
CORRECTIVE ACTION: Owner/operator shall provide training to all employees. Documentation shall be retained and be made available for inspection for a minimum period of 3 years from the date of the training. Please ensure that training is performed specifically for carbon dioxide and propane training. Provide a syllabus with topics covered , employee wet signature, date of training and person who conducted the training.
Violation Description:
Failure to provide initial and annual training to all employees in safety procedures in the event of a release or threatened release of a hazardous material or failure to document and maintain training records for a minimum of three years. 3786
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Violations
Violation Date: 04/03/2023 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2636(f)(2) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2636(f)(2) Violation Notes:
Returned to compliance on 08/24/2023. OBSERVATION: Observed both the 87 and 91 grade leak detector(s) fail to detect a 3.0 gallon per hour leak and restrict or shut off flow of product when tested. CORRECTIVE ACTION: Owner/operator shall repair/replace failed aforementioned leak detector(s) and certify that leak detector(s) are capable of detecting a 3.0 gallon per hour leak and slowing/stopping the flow of product. 48 hour notification required to be submitted to this Department prior to re-testing failed leak detector(s).
Violation Description:
Failure of the functional line leak detector (LLD) monitoring pressurized piping to meet one or more of the following requirements: Monitored at least hourly with the capability of detecting a release of 3.0 gallons per hour leak at 10 pounds per square inch and restrict or shut off the flow of product through the piping when a leak is detected.
Violations
Violation Date: 05/24/2023 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2636(f)(2) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2636(f)(2) Violation Notes:
Returned to compliance on 08/24/2023. Please refer to original inspection for violation details.
Violation Description:
Failure of the functional line leak detector (LLD) monitoring pressurized piping to meet one or more of the following requirements: Monitored at least hourly with the capability of detecting a release of 3.0 gallons per hour leak at 10 pounds per square inch and restrict or shut off the flow of product through the piping when a leak is detected.
Violations
Violation Date: 05/24/2023 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712 - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712 Violation Notes:
Returned to compliance on 06/06/2023. Please refer to original inspection for violation details. Facility still missing Overfill inspection report for 2022.
Violation Description:
Failure to comply with any of the applicable requirements of the permit issued for the operation of the UST system.
Violations
Violation Date: 05/22/2014 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2715(c)(2) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2715(c)(2) Violation Notes:
Returned to compliance on 05/22/2014.
Violation Description:
Failure to comply with one or more of the following: maintain the spill bucket in good condition, containment free of debris/liquid, and/or to remove the contents of the spill bucket when a release/leak/spill was observed. 3787
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Violations
Violation Date: 06/06/2023 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2636(f)(2) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2636(f)(2) Violation Notes:
Returned to compliance on 08/24/2023. Please refer to original inspection for violation details.
Violation Description:
Failure of the functional line leak detector (LLD) monitoring pressurized piping to meet one or more of the following requirements: Monitored at least hourly with the capability of detecting a release of 3.0 gallons per hour leak at 10 pounds per square inch and restrict or shut off the flow of product through the piping when a leak is detected.
Violations
Violation Date: 04/13/2021 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25284.2 - California Health and Safety Code, Chapter 6.7, Section(s) 25284.2 Violation Notes:
Returned to compliance on 06/30/2021. OBSERVATION: Observed the 87 grade auxiliary tank spill bucket to be leaking and would not hold liquid.
CORRECTIVE ACTION: Owner/operator shall repair/replace the leaking 87 grade auxiliary tank spill bucket so that bucket is able to hold liquid and contain release until detected.
Violation Description:
"Failure to meet one or more of the following requirements:
Install or maintain a liquid-tight spill container.
Have a minimum capacity of five gallons.
Have a functional drain valve or other method for the removal of liquid from the spill container.
Be resistant to galvanic corrosion.
Perform a tightness test at installation, every 12 months thereafter, or within 30 days after a repair to the spill container.
Tested using applicable manufacturer guidelines, industry codes, engineering standards, or a method approved by a professional engineer.
Tested by a certified UST service technician.
Maintain records of spill containment testing for 36 months. "
Violations
Violation Date: 08/26/2019 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712(b)(1)(G) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712(b)(1)(G) Violation Notes:
Returned to compliance on 10/03/2019.
Violation Description:
Failure to comply with one or more of the following overfill prevention equipment requirements:
Alert the transfer operator when the tank is 90 percent full by restricting the flow into the tank or triggering an audible and visual alarm; or Restrict delivery of flow to the tank at least 30 minutes before the tank overfills, provided the restriction occurs when the tank is filled to no more than 95 percent of capacity; and activate an audible alarm at least five minutes before the tank overfills; or Provide positive shut-off of flow to the tank when the tank is filled to no more than 95 percent of capacity; or Provide positive shut-off of flow to the tank so that none of the fittings located on the top of the tank are exposed to product due to overfilling. 3788
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Install/retrofit overfill prevention equipment that does not use flow restrictors on vent piping to meet overfill prevention equipment requirements when the overfill prevention equipment is installed, repaired, or replaced on and after October 1, 2018.
For USTs installed before October 1, 2018, perform an inspection by October 13, 2018 and every 36 months thereafter.
For USTs installed on and after October 1, 2018, perform an inspection at installation and every 36 months thereafter.
Inspected within 30 days after a repair to the overfill prevention equipment.
Inspected using an applicable manufacturer guidelines, industry codes, engineering standards, or a method approved by a professional engineer.
Inspected by a certified UST service technician.
Maintain records of overfill prevention equipment inspection for 36 months.
Violations
Violation Date: 04/30/2018 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712 - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712 Violation Notes:
Returned to compliance on 10/11/2018.
Violation Description:
Failure to comply with any of the applicable requirements of the permit issued for the operation of the UST system.
Violations
Violation Date: 04/13/2021 Violation Source: CERS
Violation Program: HMRRP Violation Division: Riverside County Department of Env Health Citation: HSC 6.95 25508(a)(3) - California Health and Safety Code, Chapter 6.95, Section(s) 25508(a)(3) Violation Notes:
Returned to compliance on 06/14/2021. OBSERVATION: Site map submitted in CERS was missing the liquid carbon dioxide bulk tank located in the back of facility. CORRECTIVE ACTION: Owner/operator shall complete an annotated site map which includes all elements outlined in CA Health and Safety Code: north orientation, loading areas, internal roads, adjacent streets, storm and sewer drain, access and exit points, emergency shut offs, evacuation staging areas, hazardous material handling and storage areas, and emergency response equipment. Submit site map into the statewide information management system (e.g. CERS) at http://cers.calepa.ca.gov.
Violation Description:
Failure to complete and electronically submit a site map with all required content.
Violations
Violation Date: 04/11/2019 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712(b)(2) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712(b)(2) Violation Notes:
Returned to compliance on 08/28/2019. OBSERVATION: Observed an alarm occurrence on the L-2 87 Reg Main Fill dated 11/28/2018. Records of alarms and/or records of appropriate follow-up action indicating how alarm conditions were cleared were not for review. CORRECTIVE ACTION:
Owner/operator shall ensure records of appropriate follow-up action for alarm conditions are documented and maintained on site readily available for review. Please submit work order for fuel alarm dated 11/28/2018 on the L-2 87 Reg Main Fill.
Violation Description:
Failure to maintain monitoring records for release detection and/or maintain records of appropriate follow-up actions.
Violations
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Violation Date: 04/13/2021 Violation Source: CERS
Violation Program: HMRRP Violation Division: Riverside County Department of Env Health Citation: HSC 6.95 25505(c) - California Health and Safety Code, Chapter 6.95, Section(s) 25505(c) Violation Notes:
Returned to compliance on 06/14/2021. OBSERVATION: Facility personnel were unable to access/locate a current copy of the business plan during the inspection. CORRECTIVE ACTION: Owner/operator shall ensure a current copy of the hazardous materials business plan is readily available on site at all times when the facility is staffed.
Violation Description:
Failure to have a business plan readily available to personnel of the business or the unified program facility with responsibilities for emergency response or training.
Violations
Violation Date: 04/30/2018 Violation Source: CERS
Violation Program: HMRRP Violation Division: Riverside County Department of Env Health Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter 6.95, Section(s) 25508(a)(1) Violation Notes:
Returned to compliance on 05/18/2018. A contingency plan has been completed and submitted, but is missing the phone number for the Regional Water Quality COntrol Board. Correction: enter the contact phone number for the Water Board (951-782-4130) and resubmit to CERS.
Violation Description:
Failure to establish and electronically submit an adequate emergency response plan and procedures for a release or threatened release of a hazardous material.
Violations
Violation Date: 04/07/2022 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: HSC 6.7 25291(a)(2) - California Health and Safety Code, Chapter 6.7, Section(s) 25291(a)(2) Violation Notes:
Returned to compliance on 03/31/2023. OBSERVATION: SB 989 testing conducted on 01/07/2022 revealed failed secondary components. The following components failed testing: UDC 1/2 failed due to bad electrical and UDC 11/12 unkown reason for failure. Per tester's notes, Dispensers need to be removed for failure investigation. CORRECTIVE ACTION: Owner/operator shall make the necessary repairs to the failed secondary components and re-test failed components to ensure secondary containment is maintained tight. Note: Plans may be required for repairs; check with the HMMB area plan checker to determine if the submission of plans is necessary prior to starting repairs.
Violation Description:
Failure to maintain secondary containment (e.g., failure of secondary containment testing).
Violations
Violation Date: 04/30/2018 Violation Source: CERS
Violation Program: HMRRP Violation Division: Riverside County Department of Env Health Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter 6.95, Section(s) 25508(a)(1) Violation Notes:
Returned to compliance on 10/03/2018. A HMBP site map has been submitted to CERS but is missing some information, and contains errors. The following shall be identified on the site map: 1. Onsite/nearby storm drains. 2. Emergency shutoff for propane tanks. 3. Fire extinguishers at fuel islands.
4. Retail propane cages (exempt from reporting in inventory, but identified for emergency response purposes. 5. Defined Roadway entrances. 6.
Remediation unit enclosure (significant in size, signage indicates flammable vapors) for emergency response purposes. 7. Hazardous waste liquids drum. Incorrect information: The location of the waste solids drum (currently identified on the map with a WFF label), is incorrectly located. The waste drums are behind the station, not in the garbage enclosure.
Violation Description:
Failure to complete and electronically submit a site map with all required content. 3790
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Violations
Violation Date: 04/13/2021 Violation Source: CERS
Violation Program: HMRRP Violation Division: Riverside County Department of Env Health Citation: HSC 6.95 25508(a)(3) - California Health and Safety Code, Chapter 6.95, Section(s) 25508(a)(3) Violation Notes:
Returned to compliance on 06/14/2021. OBSERVATION: The most recent business plan submission in the statewide information management system (CERS) failed to contain a chemical inventory description page for liquid carbon dioxide. CORRECTIVE ACTION: Owner/operator shall complete a chemical inventory page for all reportable hazardous materials on site and submit to the statewide information management system (e.g. CERS) at http:
//cers.calepa.ca.gov.
Violation Description:
Failure to complete and electronically submit hazardous material inventory information for all reportable hazardous materials on site at or above reportable quantities.
Violations
Violation Date: 04/30/2018 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2641(h) - California Code of Regulations, Title 23, Chapter 16, Section(s) 2641(h) Violation Notes:
Returned to compliance on 10/11/2018.
Violation Description:
Failure to have an approved UST Monitoring Plan.
Violations
Violation Date: 04/13/2021 Violation Source: CERS
Violation Program: HW Violation Division: Riverside County Department of Env Health Citation: HSC 6.5 25123.3(h)(1) - California Health and Safety Code, Chapter 6.5, Section(s) 25123.3(h)(1) Violation Notes:
Returned to compliance on 06/30/2021. OBSERVATION: Observed a black 55 gallon steel drum with waste solid that is full on site with accumulation start date of 2019. CORRECTIVE ACTION: Owner/operator shall ensure all hazardous wastes are transported off site within 180 days of the accumulation start date. Owner/operator shall have the black 55 gallon steel drum of hazardous waste properly hauled off site by a registered hazardous waste transporter.
Violation Description:
Failure to send hazardous waste offsite for treatment, storage, or disposal within 180 days (or 270 days if waste is transported over 200 miles) for a generator who generates less than 1000 kilogram per month if all of the following conditions are met:
(1) The quantity of hazardous waste accumulated onsite never exceeds 6,000 kilograms. (2) The generator complies with the requirements of 40 Code of Federal Regulations section 262.34(d), (e) and (f). (3) The generator does not hold acutely hazardous waste or extremely hazardous waste in an amount greater than one kilogram for more than 90 days.
Violations
Violation Date: 04/03/2023 Violation Source: CERS
Violation Program: UST Violation Division: Riverside County Department of Env Health Citation: 23 CCR 16 2712 - California Code of Regulations, Title 23, Chapter 16, Section(s) 2712 Violation Notes:
Returned to compliance on 06/06/2023. OBSERVATION: Owner/operator failed to comply with all the required operating permit conditions. The owner/operator failed to have on site and available for review required monitoring and maintenance records as the operating permit requires . Refer to violation #'s 2010008 and 2010012 for details. CORRECTIVE ACTION: Owner/operator shall maintain onsite all monitoring and maintenance records as 3791
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required as part of the the operating permit condition.
Violation Description:
Failure to comply with any of the applicable requirements of the permit issued for the operation of the UST system.
Enforcements
Enf Action Date: 05/22/2014 Enf Action Program: UST
Enf Action Type: Notice of Violation (Unified Program) Enf Action Source: CERS Enf Action Division: Riverside County Department of Env Health Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Notes:
Evaluations
Eval Date: 06/30/2021
Violations Found: No
Eval General Type: Other/Unknown
Eval Type: Other, not routine, done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Reinspection following original inspection on 4/13/21; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 05/22/2014
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
Eval Notes:
Eval Date: 04/02/2020
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
The purpose of this visit is to observe the annual monitoring certification and inspect the UST system and its components. Noe Gil with ICC# 9153246, the Certified Tech with IDECO INC. was on site performing the test.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 05/11/2017
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HMRRP
Eval Source: CERS
Eval Notes:
Eval Date: 05/22/2014
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health 3792
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Eval Program: HMRRP
Eval Source: CERS
Eval Notes:
Eval Date: 04/30/2018
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Eval Date: 06/06/2023
Violations Found: Yes
Eval General Type: Other/Unknown
Eval Type: Other, not routine, done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Re inspection following original inspection on 4/3/23 and re inspection on 5/24/23 All violations shall be corrected. Re inspection/return to compliance shall be completed/verified on or after June 13th,2023. 7 days from todays date.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 04/30/2018
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HMRRP
Eval Source: CERS
Eval Notes:
CERS correction details will be entered into CERS following the inspection.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 05/19/2016
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Eval Date: 05/11/2017
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
Eval Notes:
Eval Date: 06/30/2021
Violations Found: No
Eval General Type: Other/Unknown
Eval Type: Other, not routine, done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
Eval Notes:
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Reinspection following original inspection on 4/13/21; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 04/11/2019
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Annual Monitoring Certification today. IDECO on site to perform testing. PLEASE NOTE: 30.Please ensure that all on site employees are properly trained. On site interview with employee today, they were unable to correctly tell me the process on how to properly address a potential gasoline spill.
37. Unable to verify spill buckets today due to technicians performing an overfill test. Please submit passing results to this department. 41.Overfill testing being conducted today.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 04/03/2023
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Annual Monitoring Certification today. IDECO Inc. on site for testing. Please note: E.S.O. was tested for functionality with passing results.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 04/13/2021
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HMRRP
Eval Source: CERS
Eval Notes:
Facility is a gasoline station. Hazardous materials stored on site: liquid and gaseous carbon dioxide, propane and gasoline. Note: No signature captured due to COVID. Report was reviewed with Emad Waseef, Owner/Operator; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 04/02/2019
Violations Found: No
Eval General Type: Other/Unknown
Eval Type: Other, not routine, done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Eval Date: 04/13/2021
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
Eval Notes:
Facility is a gasoline station. Hazardous waste on site: contaminated absorbent material, used fuel filters, UST test water and breakaway nozzles. Note:
No signature captured due to COVID. Report was reviewed with Emad Waseef, Owner/Operator; Note: data in [EVAL Notes] field for some records is truncated from the source.
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Eval Date: 05/21/2015
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Eval Date: 04/13/2021
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Annual Monitoring Certification today. IDECO on site to conduct testing. Note: No signature captured due to COVID. Report was reviewed with Emad Waseef, Owner/Operator; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 08/26/2019
Violations Found: Yes
Eval General Type: Other/Unknown
Eval Type: Other, not routine, done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Eval Date: 05/11/2017
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Eval Date: 04/07/2022
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
The purpose of this visit is to conduct annual monitoring certification testing. IDECO, service technician, Brian Halfwassen is onsite performing all the test. ICC# 5006847/ VR# A24602; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 05/24/2023
Violations Found: Yes
Eval General Type: Other/Unknown
Eval Type: Other, not routine, done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Re inspection following original inspection on 4/3/23 All violations shall be corrected. Re inspection/Return to compliance shall be corrected/verified on or after June 7th, 2023/ 14 days.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 05/22/2014
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Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: UST
Eval Source: CERS
Eval Notes:
Eval Date: 03/18/2014
Violations Found: No
Eval General Type: Other/Unknown
Eval Type: Other, not routine, done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HMRRP
Eval Source: CERS
Eval Notes:
Eval Date: 04/30/2018
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
Eval Notes:
Note 1: Household batteries and florescent light bulbs & tubes are classified as Universal Waste and must be disposed of to a proper disposal location.
Note 2: Item 12--recommend obtaining a quick-release rung for usage on the waste solids/filters drum.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Affiliations
Affil Type Desc: CUPA District
Entity Name: Riverside Cnty Env Health
Entity Title:
Address: 4065 County Circle Drive, Room 104
City: Riverside
State: CA
Country:
Zip Code: 92503
Phone: (951) 358-5055
Affil Type Desc: Property Owner
Entity Name: Fred J. Hansen Foundation (Trust A&B) c/o Anton Dimitroff Entity Title:
Address: 600 W. Broadway and 8th
City: San Diego
State: CA
Country: United States
Zip Code: 92101
Phone: (951) 485-2100
Affil Type Desc: UST Permit Applicant
Entity Name: Robert Velasco
Entity Title: Owner's Authorized Agent
Address:
City:
State:
Country:
Zip Code:
Phone: (661) 250-9300
Affil Type Desc: Identification Signer
Entity Name: Robert Velasco
Entity Title: Owner's Authorized Agent
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State:
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Zip Code:
Phone:
Affil Type Desc: Parent Corporation
Entity Name: Circle K Stores Inc.
Entity Title:
Address:
City:
State:
Country:
Zip Code:
Phone:
Affil Type Desc: Operator
Entity Name: EMAD WASIF
Entity Title:
Address:
City:
State:
Country:
Zip Code:
Phone: (951) 485-2100
Affil Type Desc: Document Preparer
Entity Name: Robert Velasco
Entity Title:
Address:
City:
State:
Country:
Zip Code:
Phone:
Affil Type Desc: Facility Mailing Address
Entity Name: Mailing Address
Entity Title:
Address: P.O. Box 52085, Attn: Environmental
City: Phoenix
State: AZ
Country:
Zip Code: 85072
Phone:
Affil Type Desc: UST Property Owner Name
Entity Name: Fred J. Hansen Foundation (Trust A&B) c/o Anton Dimitroff Entity Title:
Address: 600 W. Broadway and 8th
City: San Diego
State: CA
Country: United States
Zip Code: 92101
Phone: (951) 485-2100
Affil Type Desc: UST Tank Owner
Entity Name: Circle K Stores Inc.
Entity Title:
Address: P.O. Box 52085, Attn: Environmental
City: Phoenix
State: AZ
Country: United States
Zip Code: 85072
Phone: (657) 262-2358
Affil Type Desc: Legal Owner
Entity Name: Circle K Stores Inc.
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Entity Title:
Address: P.O. Box 52085, Attn: Environmental
City: Phoenix
State: AZ
Country: United States
Zip Code: 85072
Phone: (657) 262-2358
Affil Type Desc: UST Tank Operator
Entity Name: EMAD WASIF
Entity Title:
Address: 24440 Alessandro Blvd.
City: Moreno Valley
State: CA
Country: United States
Zip Code: 92553
Phone: (951) 485-2100
Affil Type Desc: Environmental Contact
Entity Name: Reyna mendez
Entity Title:
Address: P.O. Box 52085, Attn: Environmental
City: Phoenix
State: AZ
Country:
Zip Code: 85072
Phone:
m-4-864926538-b 10 of17 WSW 0.05 /
290.39
1,576.88 /
-3
Food 4 Less #398
24440 ALESSANDRO BLVD.
MORENO VALLEY CA 92553
p1p-864926538-y1y
Site ID: 117159
Latitude: 33.917710
Longitude: -117.235440
Regulated Programs
EI ID: 10160477 EI Description: Chemical Storage Facilities EI ID: 10160477 EI Description: Hazardous Waste Generator Violations
Violation Date: 01/28/2020 Violation Source: CERS
Violation Program: HW Violation Division: Riverside County Department of Env Health Citation: 22 CCR 12 66262.40(a) - California Code of Regulations, Title 22, Chapter 12, Section(s) 66262.40(a) Violation Notes:
Returned to compliance on 02/07/2020. OBSERVATION: Owner/operator failed to maintain hazardous waste manifest for 3 years available for review at the time of inspection. Observed manifest number 020624838JJK dated 10/1/2019 with no matching TSDF-signed copy. CORRECTIVE ACTION:
Owner/operator shall locate TSDF-signed copy of aforementioned manifest as required.
Violation Description:
Failure to keep a copy of each properly signed manifest for at least three years from the date the waste was accepted by the initial transporter. The manifest signed at the time the waste was accepted for transport shall be kept until receiving a signed copy from the designated facility which received the waste.
Violations
Violation Date: 02/28/2023 Violation Source: CERS
Violation Program: HMRRP Violation Division: Riverside County Department of Env Health Citation: HSC 6.95 25505(a)(4) - California Health and Safety Code, Chapter 6.95, Section(s) 25505(a)(4) 4 CERS HAZ
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Violation Notes:
Returned to compliance on 03/29/2023.
Violation Description:
Failure to provide initial and annual training to all employees in safety procedures in the event of a release or threatened release of a hazardous material or failure to document and maintain training records for a minimum of three years.
Violations
Violation Date: 04/02/2019 Violation Source: CERS
Violation Program: HW Violation Division: Riverside County Department of Env Health Citation: HSC 6.5 25123.3(h)(1) - California Health and Safety Code, Chapter 6.5, Section(s) 25123.3(h)(1) Violation Notes:
Returned to compliance on 04/02/2019. OBSERVATION: Observed several containers on site with accumulation start date of 1/31/2019 and nothing inside. On site interview with employee they stated that the registered transporter labels all the containers with the accumulation start date of the pick up date not first drop date. CORRECTIVE ACTION: Owner/operator shall ensure all hazardous wastes are transported off site within 180 days of the accumulation start date. Owner/operator ensure to write the correct accumulation date on hazardous waste containers. On site employee removed the date from all empty containers.
Violation Description:
Failure to send hazardous waste offsite for treatment, storage, or disposal within 180 days (or 270 days if waste is transported over 200 miles) for a generator who generates less than 1000 kilogram per month if all of the following conditions are met:
(1) The quantity of hazardous waste accumulated onsite never exceeds 6,000 kilograms. (2) The generator complies with the requirements of 40 Code of Federal Regulations section 262.34(d), (e) and (f). (3) The generator does not hold acutely hazardous waste or extremely hazardous waste in an amount greater than one kilogram for more than 90 days.
Violations
Violation Date: 01/28/2020 Violation Source: CERS
Violation Program: HMRRP Violation Division: Riverside County Department of Env Health Citation: HSC 6.95 25505(a)(4) - California Health and Safety Code, Chapter 6.95, Section(s) 25505(a)(4) Violation Notes:
Returned to compliance on 04/03/2020. OBSERVATION: Owner/operator failed to maintain Hazardous Materials Business Plan (HMBP) training records available for review at the time of inspection. CORRECTIVE ACTION: Owner/operator shall provide training to all employees. Documentation shall be retained and be made available for inspection for a minimum period of 3 years from the date of the training.
Violation Description:
Failure to provide initial and annual training to all employees in safety procedures in the event of a release or threatened release of a hazardous material or failure to document and maintain training records for a minimum of three years.
Evaluations
Eval Date: 01/28/2020
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HMRRP
Eval Source: CERS
Eval Notes:
Facility is a grocery store. Hazardous materials stored on site include lead-acid batteries and refrigerant.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 02/28/2023
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Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HMRRP
Eval Source: CERS
Eval Notes:
Facility is a grocery store. Hazardous materials stored on site: Lead acid batteries and refrigerant.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 01/28/2020
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
Eval Notes:
Facility is a grocery store. Hazardous waste generated on site includes damaged or returned non-salable, retail hazardous waste.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 02/28/2023
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
Eval Notes:
Facility is a grocery stores. Hazardous waste on site: various retail waste, spent florescent light bulbs, universal waste and contaminated absorbent material.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 12/01/2015
Violations Found: No
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
Eval Notes:
Inspection; Note: data in [EVAL Notes] field for some records is truncated from the source.
Eval Date: 04/02/2019
Violations Found: Yes
Eval General Type: Compliance Evaluation Inspection
Eval Type: Routine done by local agency
Eval Division: Riverside County Department of Env Health Eval Program: HW
Eval Source: CERS
Eval Notes:
Facility is a grocery store. Hazardous waste stored on site: Various retail waste. Please Note: 37. Please ensure that all management and store receivers are familiar with accumulation start dates and o ensure appropriate safety and knowledge of hazardous wastes on site.; Note: data in [EVAL Notes] field for some records is truncated from the source.
Affiliations
Affil Type Desc: CUPA District
Entity Name: Riverside Cnty Env Health
Entity Title:
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Address: 4065 County Circle Drive, Room 104
City: Riverside
State: CA
Country:
Zip Code: 92503
Phone: (951) 358-5055
Affil Type Desc: Environmental Contact
Entity Name: Edward Idian
Entity Title:
Address: P.O. Box 54143
City: Los Angeles
State: CA
Country:
Zip Code: 90054-0143
Phone:
Affil Type Desc: Property Owner
Entity Name: Shinkichiro Kojima
Entity Title:
Address: 9903 Santa Monica Blvd.,
City: Beverly Hills
State: CA
Country: United States
Zip Code: 90025
Phone: (310) 440-8500
Affil Type Desc: Legal Owner
Entity Name: Ralphs Grocery Company
Entity Title:
Address: P.O. Box 54143
City: Los Angeles
State: CA
Country: United States
Zip Code: 90054-0143
Phone: (310) 884-9000
Affil Type Desc: Facility Mailing Address
Entity Name: Mailing Address
Entity Title:
Address: P.O. Box 54143
City: Los Angeles
State: CA
Country:
Zip Code: 90054-0143
Phone:
Affil Type Desc: Operator
Entity Name: Ralphs Grocery Company
Entity Title:
Address:
City:
State:
Country:
Zip Code:
Phone: (310) 884-9000
Affil Type Desc: Identification Signer
Entity Name: Edward Idian
Entity Title: Env Affairs Specialist
Address:
City:
State:
Country:
Zip Code:
Phone:
Affil Type Desc: Parent Corporation
Entity Name: Ralphs Grocery Company
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