South El Monte City Council
January 25, 2022

Ace Lumber & Suply, Inc Page 6 of 13
QCI Project No.: 20-019-004GE July 15, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

4.3 Estimated Earthquake Ground Motions
In order to estimate the seismic ground motions at the subject site, QCI has utilized the seismic hazard map published by California Geological Survey. According to this report, the peak ground alluvium acceleration at the subject site for a 2% and 10% probability of exceedance in 50 years is about 0.835g and 0.508g, respectively (USGS, 2008 Deaggregation of Seismic Hazards). Site modified peak ground acceleration (PGAM), corresponding to USGS Design Map Summary Report, ASCE 7-16 Standard is 0.989g.

5.0 SEISMIC HAZARDS

5.1 Liquefaction
Liquefaction is the transformation of a granular material from a solid to a liquid state as a result of increasing pore-water pressure. The material will then loses strength and can flow if unrestrained, thus leading to ground failure. Liquefaction can be triggered in saturated cohesionless material by short-term cyclic loading, such as shaking due to an earthquake. Ground failure that results from liquefaction can be manifested as flow landsliding, lateral spread, loss of bearing capacity, or settlement.

The potential for liquefaction at the site’s sandy soil was evaluated using the computer program “LIQUEFY2” by Thomas Blake, the subsurface data from Boring B-1, the design earthquake (M =7.0), and ground acceleration of 0.835g (2% probability of exceedance in 50 years). The total unit weight used for the onsite soils is 120 pcf. The calculated ground water level is raised to the depth of 5 feet below the existing ground surface. Conversion from California modified split spoon to field SPT blow counts is 0.7 (County of L.A. GS045.0 October 1, 2014). Based on the analyses presented on the enclosed Appendix C, the factor of safety is indicated to be less than 1.30 for the onsite soils at the depth of 42 to 47 feet.

Based on the laboratory test results on clayey and silty soils for B-1 @ 30’, 35’ and 40’ the saturated moisture content of the encountered clayey soils is less than 85 percent of liquid limit with PI less than 12 (Bray and Sancio 2006, if PI is less than 12 and wc/LL<0.85 the soil is not susceptible to liquefaction). According to procedures referenced in SP117A, (Guideline for Evaluating and Mitigating Seismic Hazards in California), our laboratory Atterberg Limits and saturated moisture content of clayey soils material, it is our opinion that the encountered clayey soil is not susceptible to liquefaction.

Ace Lumber & Suply, Inc Page 7 of 13
QCI Project No.: 20-019-004GE July 15, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

5.2 Earthquake Induced Settlement
The sandy soils tend to settle and densify when they are subjected to earthquake shaking.

Should the sand be saturated and there is no possibility for drainage so that constant volume conditions are maintained, the primary effect of the shaking is the generation of excess pore water pressures. Settlement then occurs as the excess pore pressures dissipate. The primary factors controlling seismic induced settlement are the cyclic stress ratio, maximum shear strain induced by earthquake, the strength and density of the sand, and the magnitude of the earthquake. Based on the procedures developed by Tokimatsu and Seed on 1987, it is our opinion that total seismic induced settlement and differential settlement of saturated sand are

0.73 inches and 0.49 inches respectively.
.

5.3 Surface Manifestation of Liquefaction
One of the most dramatic causes of damage to structures during earthquakes has been the development of liquefaction in saturated sandy soils, manifested either by the formation of boils and mud-spouts at the ground surface, by seepage of water through ground cracks. Based on the evaluation procedures suggested by the Ishihara (1985), it is concluded that surface manifestation of liquefaction is unlikely at the subject site under the design earthquake event.

5.4 Landsliding
A potential for landsliding is often suggested in areas of moderate to steep terrain that is underlain by weak or un-favorably oriented geological conditions. Neither of these conditions exists at the site. Due to the relatively flat nature of the site, it is our opinion that the potential for landslide is remote.

5.5 Lurching
Soil lurching refers to the rolling motion on the surface due to the passage of seismic surface waves. Effects of this nature are not considered significant on the subject site where the thickness of alluvium does not vary appreciably under structures.

5.6 Surface Rupture
Surface rupture is a break in the ground surface during or as a consequence of seismic activity.

The potential for surface rupture on the subject site is considered low due to the absence of known active faults at the site.

Ace Lumber & Suply, Inc Page 8 of 13
QCI Project No.: 20-019-004GE July 15, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

5.7 Ground Shaking
Throughout southern California, ground shaking, as a result of earthquakes, is a constant potential hazard. The relative potential for damage from this hazard is a function of the type and magnitude of earthquake events and the distance of the subject site from the event. Accordingly, proposed structures should be designed and constructed in accordance with applicable portions of the building code.

6.0 CONCLUSIONS
Based on the results of our subsurface investigation, it is our opinion that the proposed improvements is feasible from a geotechnical standpoint, provided the recommendations contained herein are incorporated in the design and construction. The following is a summary of the geotechnical design and construction factors that may affect the development of the site:

6.1 Seismicity
Based on our studies on seismicity, there are no known active faults crossing the property.

However, the site is located in a seismically active region and is subject to seismically induced ground shaking from nearby and distant faults, which is a characteristic of all Southern California.

6.2 Liquefaction Potential
Based on our field investigation, liquefaction analyses and laboratory testing, the analyses presented on the enclosed Appendix C indicated that the factor of safety is less than 1.30 for the onsite soils at the depth of 42 to 47 feet.

6.3 Excavatability
Based on our subsurface investigation, excavation of the subsurface materials should be able to be accomplished with conventional earthwork equipment.

6.4 Groundwater
No groundwater was encountered in the borings to the depths explored. In our opinion, groundwater will not be a problem during the near surface construction.

Ace Lumber & Suply, Inc Page 9 of 13
QCI Project No.: 20-019-004GE July 15, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

7.0 RECOMMENDATIONS
The following recommendations should be incorporated into the design or construction phases.

7.1 Grading

7.1.1 Site Preparation
Prior to initiating grading operations, any existing vegetation, organic soil, trash, debris, oversized materials (greater than 8 inches), and other deleterious materials within fill areas should be removed from the site.

7.1.2 Surficial Soil Removals
Based on our field exploration and laboratory data obtained to date, it is recommended that the surficial soils be removed to a depth of 4 feet below existing grade or 2 feet below the bottom of the footing, whichever is deeper. The recommended removal should be extended at least 4 feet beyond building lines or to the limits of the existing building. The existing near surface soils should also be removed at least one foot within the proposed driveway areas.

Locally deeper removals may be necessary to expose competent natural ground. The actual removal depths should be determined in the field as conditions are exposed. Visual inspection and/or testing may be used to define removal requirements.

7.1.3 Treatment of Removal Bottoms
Soils exposed within areas approved for fill placement should be scarified to a depth of 6 inches, conditioned to near optimum moisture content, then compacted in-place to minimum project standards.

7.1.4 Structural Backfill
The onsite soils may be used as compacted fill provided they are free of organic materials and debris. Fills should be placed in relatively thin lifts; brought to near optimum moisture content, then compacted to obtain at least 90 percent relative compaction based on laboratory standard ASTM D-1557-12.

Ace Lumber & Suply, Inc Page 10 of 13
QCI Project No.: 20-019-004GE July 15, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

7.2 Foundation Design

7.2.1 Bearing Value
An allowable bearing value of 2000 pounds per square foot may be used for evaluation of existing shallow continuous footings 12 inches wide and 24 inches deep, and shallow pad footings at least 24 square inches and 24 inches deep. This value may be increased by 200 pounds per square foot for each additional foot of depth or width to a maximum value of 2500 pounds per square foot. This value may be increased by one-third when considering short duration seismic or wind loads.

7.2.2 Settlement
Settlement of the footings placed as recommended, and subject to no more than allowable loads is not expected to exceed 3/4 inch. Differential settlement between adjacent columns is not anticipated to exceed 1/4 inch for the adjacent column spaced at a distance of about 30 feet.

Additionally, the foundation should also be designed to resist the potential total seismic induced settlement and differential settlement of saturated sand are 0.73 inches and 0.49 inches respectively.

7.2.3 Lateral Resistance
Passive earth pressure may be computed as an equivalent fluid pressure of 300 pounds per cubic foot, with a maximum earth pressure of 2500 pounds per square foot. An allowable coefficient of friction between soil and concrete of 0.30 may be used with the dead load forces.

When combining passive pressure and frictional resistance, the passive pressure component should be reduced by one-third.

7.2.4 Foundation Construction
It is anticipated that the entire structure will be underlain by onsite soils of very low expansion potential. All footings should be founded at a minimum depth of 24 inches below the lowest adjacent ground surface. All continuous footings should have at least two No. 4 reinforcing bar placed both at the top and two No. 4 reinforcing bar placed at the bottom of the footings.

Ace Lumber & Suply, Inc Page 11 of 13
QCI Project No.: 20-019-004GE July 15, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

7.2.5 Concrete Flatwork
Concrete slabs should be a minimum of 4 inches thick and reinforced with a minimum of No. 3 reinforcing bar spaced 16-inch each way or its equivalent. All slab reinforcement should be supported to ensure proper positioning during placement of concrete.

In order to comply with the requirements of the 2019 CalGreen Section 4.505.2.1 within the moisture sensitive concrete slab areas, a minimum of 4-inch thick base of ½ inch or larger clean aggregate should be provided with a vapor barrier in direct contact with concrete. A 10-mil Polyethylene vapor retarder, with joints lapped not less than 6 inches, should be placed above the aggregate and in direct contact with the concrete slab. As an alternate method, 2 inches of sand then 10 mil polyethylene membrane and another 2 inches of sand over the membrane and under the concrete may be used, provided this request for an alternative method is approved by Building Official of City of South El Monte.

7.3 Temporary Trench Excavation and Backfill
All trench excavations should conform to CAL-OSHA and local safety codes. All utility trenches backfill should be brought to near optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of ASTM D-1557-12.

8.0 INSPECTION
As a necessary requisite to the use of this report, the following inspection is recommended:
 Temporary excavations.
 Removal of surficial and unsuitable soils.
 Backfill placement and compaction.
 Utility trench backfill.

The geotechnical engineer should be notified at least 1 day in advance of the start of construction. A joint meeting between the client, the contractor, and the geotechnical engineer is recommended prior to the start of construction to discuss specific procedures and scheduling.

9.0 CORROSION POTENTIAL
Chemical laboratory tests were conducted on the existing onsite near surface materials sampled during QCI’s field investigation to aid in evaluation of soil corrosion potential and the attack on concrete by sulfate soils. The testing results are presented in Appendix B.

Ace Lumber & Suply, Inc Page 12 of 13
QCI Project No.: 20-019-004GE July 15, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 According to 2019 CBC and ACI 318-19, a “negligible” exposure to sulfate can be expected for concrete placed in contact with the onsite soils. Therefore, Type II cement or its equivalent may be used for this project. Based on the resistivity test results, it is estimated that the subsurface soils are moderately corrosive to buried metal pipe. It is recommended that any underground steel utilities be blasted and given protective coating. Should additional protective measures be warranted, a corrosion specialist should be consulted.

10.0 SEISMIC DESIGN
Based on our studies on seismicity, there are no known active faults crossing the property.

However, the subject site is located in southern California, which is a tectonically active area.

Based on ASCE 7-16 Standard, CBC 2019, the following seismic related values may be used:

The Project Structural Engineer should be aware of the information provided above to determine if any additional structural strengthening is warranted.

11.0 REMARKS
The conclusions and recommendations contained herein are based on the findings and observations at the exploratory locations. However, soil materials may vary in characteristics between locations of the exploratory locations. If conditions are encountered during construction, which appear to be different from those disclosed by the exploratory work, this office should be notified so as to recommend the need for modifications. This report has been prepared in accordance with generally accepted professional engineering principles and practice. No warranty is expressed or implied.

Seismic Parameters (Latitude: 34.0609495,Longitude: -118.0653416) Site Class” D”
Mapped 0.2 Sec Period Spectral Acceleration Ss 1.911g
Mapped 1.0 Sec Period Spectral Acceleration S1 0.689g
Site Coefficient for Site Class “D”, Fa 1.2
Site Coefficient for Site Class “D”, Fv 1.7
Maximum Considered Earthquake Spectral Response Acceleration Parameter at 0.2 Second, SMS 2.293g
Maximum Considered Earthquake Spectral Response Acceleration Parameter at 1.0 Second, SM1 1.171g
Design Spectral Response Acceleration Parameters for 0.2 sec, SDS 1.529g Design Spectral Response Acceleration Parameters for 1.0 Sec, SD1 0.781g

Ace Lumber & Suply, Inc Page 13 of 13
QCI Project No.: 20-019-004GE July 15, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

12.0 REFERENCES
Seed, H.B., Tokimatsu, K., Harder, L.F., and Chung, R.M., (1985), “Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations,” Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, Vol. 111, No. GT12, pp. 1425-1445.

Tokimatsu, K., and Seed, H.B., (1987), “Evaluation of Settlements in Sands Due to Earthquake Shaking,” Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, Vol. 113, No. 8, pp. 861-878.

Ishihara, K. and Yoshimine, M., (1992), “Evaluation of Settlements in Sand Deposits Following Liquefaction During Earthquakes”, Japanese Society of Soil Mechanics and Foundation Engineering, Vol. 32, No. 1, pp. 173-188
Guidelines for Evaluating and Mitigating Seismic Hazards in California, Special Publication 117, Adopted by California State Mining and Geology Board in accordance with the Seismic Hazards Mapping Act of 1990, Revised and Re- adopted September 11, 2008 by the State Mining and Geology Board. http://www.conservation.ca.gov/cgs/shzp/pages/index.aspx T.Y. Loud, I.M. Idriss, and et. al. (2001), “Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils”, Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, Vol. 127, No. GT10, pp. 817-833.

California Division of Mines and Geology, 1998, Seismic Hazard Zone Report for the El Monte

7.5-minutes Quadrangle, Los Angeles County, California Seismic Hazard Zone report 98-15.

EERC, “Recent Advances in Soil Liquefaction Engineering: A Unified and Consistent Framework”, EERC Report No. 2003-06, 26th Annual ASCE Geotechnical Spring Seminar, Long Beach, April 30, 2003
Bray, J. D. and Sancio, R.B., (2006) “Assessment of liquefaction susceptibility of fine-graind soils,” Jornal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 132, No. 9, pp. 1165-1177
“Earthquake Hazards Program, Seismic Design Maps and tools”, ASCE 7-16 Standard Thomas F. Blake, Liquefy 2, Version 1.50.
“County of Los Angeles, Department of Public Works”, GS 045.0, Revised 10/1/2014 “Guideline for Evaluating and Mitigating Seismic Hazards in California” SP-117A www.conservation.ca.gov/cgs/rghm/psha/fault_parameters/pdf/Documents/B_flt.pdf https://geohazards.usgs.gov/deaggint/2008/
http://eqint.cr.usgs.gov/deaggint/2008/index.php
http://earthquake.usgs.gov/research/software/
http://earthquake.usgs.gov/hazards/qfaults/
http://www.conservation.ca.gov/cgs/shzp/pages/index.aspx

APPENDIX A

FIELD INVESTIGATION
Our subsurface investigation consisted of excavation of logging and sampling of two 8-inch diameter hollow stem auger boring to a maximum depth of 51.5 feet below the existing grade at the subject site at approximate locations shown on the enclosed Site Plan, Figure 2.

The drilling of the boring was supervised by a QCI’s engineer, who continuously logged the borings and visually classified the soils in accordance with the Unified Soil Classification System. Ring and SPT samples were taken at frequent intervals. These samples were obtained by driving a sampler with successive blows of 140-pound hammer dropping from a height of 30 inches.

Representative undisturbed samples of the subsurface soils were retained in a series of brass rings, each having an inside diameter of 2.42 inches and a height of 1.00 inch. All ring samples +were transported to our laboratory. Bulk surface soil samples were also collected for additional classification and testing.

APPENDIX B

LABORATORY TESTING
During the subsurface exploration, QCI personnel collected relatively undisturbed ring samples and bulk samples. The following tests were performed on selected soil samples:

Moisture-Density
The moisture content and dry unit weight were determined for each relatively undisturbed soil sample obtained in the test borings in accordance with ASTM D2937 standard. The results of these tests are shown on the boring logs in Appendix A.

Shear Tests
Shear tests were performed in a direct shear machine of strain-control type in accordance with ASTM D3080 standard. The rate of deformation was 0.010 inch per minute. Selected samples were sheared under varying confining loads in order to determine the Coulomb shear strength parameters: internal friction angle and cohesion. The shear test results are presented in the attached plates.

Consolidation Tests
Consolidation tests were performed on selected undisturbed soil samples in accordance with ASTM D2435 standard. The consolidation apparatus is designed for a one-inch high soil filled brass ring. Loads are applied in several increments in a geometric progression and the resulting deformations are recorded at selected time intervals. Porous stones are placed in contact with the top and bottom of each specimen to permit addition and release of pore fluid.

The samples were inundated with water at a load of two kilo-pounds (kips) per square foot, and the test results are shown on the attached Figures.

Expansion Index
Laboratory Expansion Index test was conducted on the existing onsite near surface materials sampled during QCI’s field investigation to aid in evaluation of soil expansion potential. The test is performed in accordance with ASTM D-4829. The testing result is presented below:

Sample Location
Expansion
Index Expansion Potential
B-1 @ 0-4’ 8 Very Low

Corrosion Potential
Chemical laboratory tests were conducted on the existing onsite near surface materials sampled during QCI’s field investigation to aid in evaluation of soil corrosion potential and the attack on concrete by sulfate soils. These tests are performed in accordance with California Test Method 417, 422, 532, and 643. The testing results are presented below:

Sample Location pH
Chloride
(ppm)
Sulfate
(% by weight)
Min. Resistivity
(ohm-cm)
B-1 @ 0’-4’ 8.21 90 0.020 2,050
Percent Passing #200 Sieve
Percent of soil passing #200 sieve was determined for selected soil samples in accordance with ASTM D1140 standard. The test results are presented in the following table:

Sample Location % Passing #200
B-1 @ 0-4’ 67.3
B-1 @ 5’ 37.2
B-1 @ 10’ 20.6
B-1 @ 15’ 14.9
B-1 @ 20’ 10.2
B-1 @ 25’ 32.8
B-1 @ 30’ 51.4
B-1 @ 35’ 56.2
B-1 @ 40’ 59.2
B-1 @ 45’ 16.7
B-1 @ 50’ 22.4

Atterberg Limits
Laboratory Atterberg Limits tests were conducted on the existing onsite materials sampled during QCI’s field investigation to aid in evaluation of soil liquefaction potential. These tests are performed in accordance with ASTM D4318. The testing results are presented below:

Sample
Location
USCS
Class.

ASTM
D2488
Liquid
Limit
%ASTM
D4318
Plastic
Limit
%ASTM
D4318
Plasticity
Index
ASTM
D4318
B-1 @0-4’ CL-ML 24 19 5
B-1 @30’ CL 29 19 10
B-1 @35’ CL 31 20 11
B-1 @ 40’ CL 32 20 12

APPENDIX C

RESULTS OF LIQUEFACTION ANALYSES

APPENDIX D

PALEONTOLOGICAL RECORD SEARCH

Research & Collections
e-mail: [email protected]
February 12, 2021
Kimley Horn
Attn: Brian Leung
re: Paleontological resources for the 2727 North Rosemead Boulevard Project Dear Brian:

I have conducted a thorough search of our paleontology collection records for the locality and specimen data for proposed development at the 2727 North Rosemead Boulevard project area as outlined on the portion of the El Monte USGS topographic quadrangle map that you sent to me via e-mail on February 10, 2021. We do not have any fossil localities that lie directly within the proposed project area, but we do have fossil localities nearby from the same sedimentary deposits that occur in the proposed project area, either at the surface or at depth.

The following table shows the closest known localities in the collection of the Natural History Museum of Los Angeles County.

Locality
Number Location Formation Taxa Depth

LACM VP
3363
W of Monterey Pass
Road in Coyote Pass;
E of the Long Beach
Freeway & S of the N
boundary of Section 32
Unknown formation
(Pleistocene; sand
and silt) Horse (Equus) unknown

LACM IP
20258
Brickyard, S Ferris
Ave, Belvedere
Gardens
Unknown formation
(Pleistocene) Invertebrates Unknown

LACM VP
7702
Intersection of 26th St
and Atlantic Blvd
Unknown formation
(Pleistocene; silt)
Fish (Gasterosteus); Snake
(Colubridae), Rodents
(Thomomys, Microtus);
Rabbit (Sylvilagus) 30 ft bgs

LACM VP
3347
11204 Bluefield;
Whittier La Habra Formation Horse (Equus)2 ft bgs

LACM VP
1023
Workman & Alhambra
Sts
Unknown Formation
(Pleistocene) Birds (Aves)
Unknown
(excavations
for storm
drains)
LACM VP Los Angeles Brickyard Unknown formation Mastodon (Mammut) 20-35 ft bgs

2032 Mission Rd. & Daly St. (Pleistocene, silt &
clay)
VP, Vertebrate Paleontology; IP, Invertebrate Paleontology; bgs, below ground surface This records search covers only the records of the Natural History Museum of Los Angeles County (“NHMLA”). It is not intended as a paleontological assessment of the project area for the purposes of CEQA or NEPA. Potentially fossil-bearing units are present in the project area, either at the surface or in the subsurface. As such, NHMLA recommends that a full paleontological assessment of the project area be conducted by a paleontologist meeting Bureau of Land Management or Society of Vertebrate Paleontology standards.

Sincerely,
Alyssa Bell, Ph.D.

Natural History Museum of Los Angeles County
enclosure: invoice

APPENDIX E
PHASE 1 ENVIRONMENTAL SITE ASSESSMENT

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers

10954 Santa Monica Boulevard, Los Angeles, CA 90025 Phone: (310)478-1501 www.RalphStoneCo.com Fax: (310)478-1501
Geotechnical Services: [email protected] Environmental Services: [email protected] Proudly Serving Our Client's Needs for Over 60 Years

REPORT ON PHASE I ENVIRONMENTAL AUDIT
OF PROPERTY LOCATED AT 2727 ROSEMEAD BOULEVARD

SOUTH EL MONTE, CALIFORNIA
SUBMITTED TO:

NEWMARK KNIGHT FRANK AND/OR ITS ASSIGNS
C/O MR. MARC WEISS
13191 CROSSROADS PARKWAY NORTH, SUITE 555
CITY OF INDUSTRY, CALIFORNIA, 91746
MARCH 27, 2019
PREPARED BY:

RALPH STONE AND COMPANY, INC.
10954 SANTA MONICA BLVD.

LOS ANGELES, CALIFORNIA 90025
PHONE: (310)478-1501
EMAIL: [email protected]

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers

10954 Santa Monica Boulevard, Los Angeles, CA 90025 Phone: (310)478-1501 www.RalphStoneCo.com Fax: (310)478-1501
Geotechnical Services: [email protected] Environmental Services: [email protected] Proudly Serving Our Client's Needs for Over 60 Years
March 27, 2019
File No. 7795
Newmark Knight Frank and/or Its Assigns
c/o Mr. Marc Weiss
13191 Crossroads Parkway North, Suite 555
City of Industry, CA, 91746
Attention: Mr. Marc Weiss
SUBJECT: Report on Phase I Environmental Audit of Property Located at 2727 Rosemead Blvd., South El Monte, CA, 91746
Dear Mr. Weiss:

Ralph Stone and Company, Inc. has completed its environmental audit of the subject property. The audit consisted of a reconnaissance of the property and surrounding areas, review of available government records, and preparation of this report discussing the data and conclusions.

No environmental concerns were identified on the subject property. No offsite source was identified that could adversely impact the subject property.

The existing guard shack building was constructed before the ban on Friable Asbestos Containing Building Materials (FACBMs) and Lead-Based Coatings (LBC).

Non-friable Class I asbestos containing materials and/or LBC may be present on the property.

The above conclusions are based on data available to Ralph Stone and Company at the time the audit was performed. No warranty, either expressed or implied, is made beyond the opinions cited in this assessment. We appreciate the opportunity to be of service to you.

Very truly yours,
RALPH STONE AND COMPANY, INC.

David W. Klein, R.E.A.

Hazardous Materials Specialist

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers

TABLE OF CONTENTS
EXECUTIVE SUMMARY .....................................................1 A. Property and Area Description ...................................1 B. Environmental Conclusions .......................................1 I. PROPERTY AND AREA DESCRIPTION ......................................1 A. Property Description ............................................1 B. Property Location ...............................................2 C. Surrounding Land Use ............................................2 D. Topography and Drainage Assessment ..............................2 E. Soils, and Hydrogeological Assessment ...........................2 II. SITE ASSESSMENT ...................................................3 A. Property History ................................................3 B. Property Survey Results .........................................5

1. On-Site Sources ..............................................5

2. Off-Site Sources .............................................6 III. POTENTIAL FOR CONTAMINATION ......................................6 A. Material Threats ................................................6 B. Historical Recognized Environmental Conditions ..................6 C. Recognized Environmental Condition ..............................6 D. Potential Vapor Intrusion Conditions ............................7 IV. CONCLUSIONS AND RECOMMENDATIONS ...................................7 Figure 1: Property Layout
Figure 2: Property Location
Appendix 1 Data Sources
Appendix 2 Historical Aerial Photos
Appendix 3 List of Nearby Known Contaminated Sites and
Sites with Hazardous Waste Related Operating
Permits

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers

REPORT ON PHASE I ENVIRONMENTAL AUDIT
OF PROPERTY LOCATED AT 2727 ROSEMEAD BOULEVARD

SOUTH EL MONTE, CALIFORNIA

EXECUTIVE SUMMARY
I (David Klein) 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. 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.

The contents of this report are based on data available to Ralph Stone and Company, Inc. at the time of the assessment of the above referenced property.

This Phase I Environmental Audit meets the applicable ASTM Practice Standard E1527-2013 and USEPA Brownfields "All Appropriate Inquiries" rule. Any exceptions to, or deletions from, this practice are described below.

A. Property and Area Description
The subject property is located on the southwest corner of Rosemead Blvd. (to the east) and Mabel Ave. (to the north) within the incorporated City of South El Monte, CA.

The property is approximately 26,400 square feet. A small 6'x6' "Guard Shack" is located near the southeast corner of the property at the Rosemead Blvd. entry gate. The southern section and areas along the eastern section of the property have concrete paving. The remainder of the property is gravel paved.

Access to the property is via the entry gate off Rosemead Blvd.

B. Environmental Conclusions
No significant storage of or stains from hazardous chemicals nor distressed vegetation was found. No underground tanks, clarifiers or sumps were identified as being previously or presently on the property. No oil or gas wells or sumps were identified as being previously or presently on or adjacent to the property. No off-site source was identified that could adversely impact the subject property. No pesticide/herbicide, PCB, or chemical contamination is likely to be on the property.

The existing guard shack building was constructed before the ban on Friable Asbestos Containing Building Materials (FACBMs) and Lead-Based Coatings (LBC).

Non-friable Class I asbestos containing materials and/or LBC may be present on the property.

I. PROPERTY AND AREA DESCRIPTION
A. Property Description
The property is approximately 26,400 square feet. A small 6'x6' "Guard Shack" is located near the southeast corner of the property at the Rosemead Blvd. entry gate. The southern section and areas along the eastern section of the

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers
Phase 1 Audit of 2727 Rosemead Blvd., South El Monte, CA Page 2 property have concrete paving. The remainder of the property is gravel paved.

Access to the property is via the entry gate off Rosemead Blvd.

The property is utilized as a County of Los Angeles Impound Yard.

Figure 1 shows the property layout.

B. Property Location
The subject property is located on the southwest corner of Rosemead Blvd. (to the east) and Mabel Ave. (to the north) within the incorporated City of South El Monte, CA.

The latitude and longitude of the subject property is:
- 34.0612 North Latitude,
- 118.0652 Longitude.

Major structures and transportation features within one mile of the property area are:
- Rio Hondo River, + 1,200 feet to the west,
- Interstate 10, + 4,200 feet to the north,
- Whittier Narrows Recreation Area, + 1-mile to the south.

The site location is shown is Figure 2.

C. Surrounding Land Use
The property is in an area made up of mixed industrial and commercial. Adjacent sites are as follows:
- A Carwash business across Mabel Ave. to the north,
- County of Los Angeles Vehicle Impound Yard adjacent to the west, - Residential Trailer Park adjacent to the south,
- Towtruck parking across Rosemead Blvd. to the east.

There is no agricultural land use or oil wells in the vicinity of the subject property.

D. Topography and Drainage Assessment
The topography of the subject property is relatively flat very gently sloping to the west. Site elevation is approximately 244 feet above sea level.

The no artificial site drainage has been constructed on the property.

E. Soils, and Hydrogeological Assessment
Soils on the subject property are classified in the Romoma-Placentia association. The soils of this association occur only in the Los Angeles Basin on gently sloping terraces between elevations near sea level and 1,300 feet.

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers
Phase 1 Audit of 2727 Rosemead Blvd., South El Monte, CA Page 3 Ramona: These soils are over 60 inches deep, well drained with slow subsoil permeability. They are characterized by brown to reddish-brown, heavy loam, loam, or sandy loam surface layers 18 inches thick. Subsoils are brown to reddish-brown, dense clay loam or clay about 30 inches thick. The substrata is brown to reddish-brown loam or light clay. Some subsoils may be stratified beds of silt to sand. Areas with up to 60 percent by volume stones and cobble also occur.

Placentia: These soils are over 18 inches deep, are moderately well drained and have very slow subsoil permeability. They are characterized by brown to reddish-brown loam or sandy loam surface layers abruptly underlain by a dense, dark reddish-brown, clay loam subsoil at about 18 inches. The substratum occurs at about 48 inches and is brown loam. Occasional areas have subsoil composed mainly of gravelly deposits and some have an ironcemented hardpan.

Surficial runoff is slow, the erosion hazard is slight to moderate, and the corrosion hazard to untreated steel pipe is moderate.

Depth to groundwater is approximately 5 to 10 feet below surface grade and flows towards the west.

Per the Seismic Hazard Map of the site area (El Monte Map, released March 25, 1999): the property is located within a Liquefaction Zone. Mitigation as defined in Public Resources Code Section 2693(c) would be required.

II. SITE ASSESSMENT
The assessment consisted of a reconnaissance of the property and surrounding areas, review of available government records, and preparation of this report discussing the data and conclusions.

A listing of the data sources utilized for this assessment are located in Appendix 1.

A. Property History
Building Permits
The City of South El Monte and the County of Los Angeles Building Department were contracted concerning building permits for the property. Both of these agencies did not have building permit records for the property.

No building permits or records were located at the City of South El Monte and the County of Los Angeles Building Department that would suggest underground tanks, clarifiers and\or sumps are now or were ever installed on the property.

Sanborn Fire Insurance Map Review
RSC ordered a review of Sanborn Fire Insurance Maps from EDR Sanborn, Inc. in order to obtain site maps that would show the historical layout of the subject property and adjacent site areas.

There were no Sanborn Maps available for the property area.

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers
Phase 1 Audit of 2727 Rosemead Blvd., South El Monte, CA Page 4 Historical Tenant Report
A search of the local directories found no commercial listings for the property.

Aerial Photo Review
The EDR Historical Aerial Photo review found the following aerials:
1928 - The site is vacant and appears to be farm land. Adjacent property to the south is an orchard.
1938 - The property is developed with a single family residence. The adjacent property to the south is still an orchard. Properties to the north, west and east are sub-divided for single family residences. 1948 - The property appears to be vacant with the main residential structure removed. A garage structure appears to be present along the middle part of the eastern property line. Adjacent properties are single family residences. 1952 - The garage structure is still present, appears the property is utilized as a lumber yard. Photo is not clear but persons familiar with the property history stated that it was a lumber yard.
1964 - Site now vacant and is utilized as a County of Los Angeles Vehicle Impound Yard (along with the adjacent property to the west. The existing concrete paved areas along the eastern area of the property correspond to the residential structures seen in the 1938-1952 aerials and are likely the floor slabs that were not removed. Adjacent properties to the north and east are commercial and very similar to current development. 1977 - Same as the 1964 aerial.
1979 - Same as the 1977 aerial, slight changes to adjacent properties to the north and east.

Aerials from 1983, 1989, 1994, 2002, 2005, 2009, 2012 and 2016 show no changes to the subject property and the adjacent property to the west (show current configuration and layout). Slight changes to structures to properties to the north and east.

No oil or gas wells or sumps were identified on or directly adjacent to the subject property in the above aerial photos. Copies of the aerial photos are attached in Appendix 2.

Historical Recognized Environmental Conditions (HREC)
A HREC is a case where a past release of any hazardous substances or petroleum products has been remediated and a written "No Further Action" (NFA) letter has been issued by the proper governmental agency. The potential for HREC's to have a negative environmental impact upon the property is considered minimal due to the presence of the NFA, however, the "risk tolerance" of a regulatory agency could change, as could be the case if information is later uncovered to suggest that the existing conditions are of greater significance than once thought.

No documents or records were discovered that would suggest that HREC's exist concerning the subject property.

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers
Phase 1 Audit of 2727 Rosemead Blvd., South El Monte, CA Page 5 Property History Summary
The property was vacant farm land in the 1920's. The property was developed as a single family residence in the 1930's. The main residential building was removed in the 1940's and the garage removed in the late 1950's. The property was utilized as a lumber yard circa late 1940's thru the mid 1950's. The property was then cleared and utilized as a County of Los Angeles Vehicle Impound Yard from the Mid-1950's to the Present.

B. Property Survey Results
The subject property and surrounding area was reviewed by David W. Klein, Haz Mat Specialist on March 22, 2019. The review included the following:
- Visual inspection of the entire property with special attention given to any hazardous materials storage and handling, distressed vegetation, stains that could indicate contamination, and adjacent electrical power lines,
- Survey of the surrounding area to determine if other potential contaminated sites exist that could environmentally impact the property, - Observation of property and area drainage patterns for potential contamination migration pathways, - Interviews with persons familiar with property usage, The property survey did not include sampling and testing of soils, surface/ground water, building materials or air.

1. On-Site Sources
Building
A small 6'x6' "Guard Shack" is located near the southeast corner of the property at the Rosemead Blvd. entry gate.

No mold was noted within the building and there were no signs of significant water damage within the building.

The existing building was constructed before the ban on Friable Asbestos Containing Building Materials (FACBMs) and Lead-Based Coatings (LBC). Non-friable Class I asbestos containing materials and/or LBC may be present on the property.

No significant storage of hazardous chemicals or signs of illegal or legal hazardous chemicals disposal was identified within the structures on the subject property.

Grounds
No record or visible evidence was found to suggest underground tanks, clarifiers or sumps are now or were ever installed on the property.

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers
Phase 1 Audit of 2727 Rosemead Blvd., South El Monte, CA Page 6 The concrete and gravel paving were in good condition with no significant staining or distressed vegetation noted on the property.

No ground level transformers were identified on the subject property.

A review of the site history indicates that this site has not been used for agricultural purposes for at least the previous 80 years, therefore, no pesticide or herbicide contamination is expected.

Currently, there are no oil wells on the subject property. A review of Munger Oil and Gas Maps and the USGS topography maps for the subject property shows no wells historically located on or within 2,000 feet of the property.

There are no restrooms, washrooms or other fixtures requiring a sewer/septic system on the property.

2. Off-Site Sources
A search of lists of known contaminated sites and hazardous materials/ underground tank permit sites was completed for a 1 mile radius. A listing of the data search is attached in Appendix 3.

The property was not listed within the data base search.

No adjacent properties were listed. There were no active environmental sites within 2,000 feet of the property.

III. POTENTIAL FOR CONTAMINATION
A. Material Threats
A Material Threat(MT) is defined per the ASTM E1527-2013 standard as a physically observable or obvious threat, which is reasonably likely to lead to a release that, in the opinion of the Environmental Professional, is threatening and might result in a negative impact to public health or the environment.

Currently, no MTs exist on the property.

B. Historical Recognized Environmental Conditions
A HREC is a case where a past release of any hazardous substances or petroleum products has been remediated and a written "No Further Action" (NFA) letter has been issued by a governmental agency. The potential for HREC's to have a negative environmental impact upon the property is considered minimal due to the presence of the NFA letter, however, the "risk tolerance" of a regulatory agency could change, as could be the case if information is later uncovered to suggest that the existing conditions are of greater significance than once thought.

Currently, no HRECs exist on the property.

C. Recognized Environmental Condition
A REC is an environmental condition that, although it does not constitute a negative impact upon the public health or the environment, it could impact the

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers
Phase 1 Audit of 2727 Rosemead Blvd., South El Monte, CA Page 7 future site development either through limitations of property usage or elevated costs.

Currently, no RECs exist on the property.

D. Potential Vapor Intrusion Conditions
US EPA released the following two (2) guidance documents and enacted Soil Vapor Sampling protocols on June 11, 2015:

OSWER Technical Guide for Assessing and Mitigating the Vapor Intrusion Pathway from Subsurface Vapor Sources to Indoor Air, HOWLER Publication 9200.2-154; Technical Guide for Addressing Petroleum Vapor Intrusion at Leaking Underground Storage Tank Sites, EPA 510-R-15-001.

The California Department of Toxic Substance Control (DTSC) and the Regional Water Quality Control Boards (RWQCB) have issued a guidance document concerning Soil Vapor Intrusion with the following document:

Advisory-Active Soil Gas Investigations, 2012
These protocols/procedures deal with the potential risk of chemical gases and/or vapors leaching out of contaminated soils/groundwater and into indoor air spaces.

One of the criteria to trigger this investigation is when a property was historically a gasoline service station (irregardless if gasoline contamination has not been found on the property).

The current ASTM Practice Standard E1527-2013 and USEPA Brownfields "All Appropriate Inquiries" rule require the reporting within a Phase I Audit of any site conditions that could present a potential Soil/Gas Vapor Hazard (SGVH).

Based upon the shallow groundwater and that currently there are no active contaminated sites adjacent or near the property, there are no potential Soil/Gas Vapor Hazards towards the subject property.

IV. CONCLUSIONS AND RECOMMENDATIONS
A review of data generated from the above described environmental audit identified no areas of concern on the subject property.

No pesticide/herbicide, PCB, or chemical contamination is likely to be on the property. No storage of hazardous chemicals was identified.

No legal or illegal storage of hazardous chemicals was identified. No significant stains or odors from hazardous chemicals nor distressed vegetation were found on the property or along the property lines.

No observation or records indicate that underground tanks, clarifiers or sumps are now or ever were on the property. No oil or gas wells were ever on the property.

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers
Phase 1 Audit of 2727 Rosemead Blvd., South El Monte, CA Page 8 The existing 6'x6' guard shack building was constructed before the ban on Friable Asbestos Containing Building Materials (FACBMs) and Lead-Based Coatings (LBC). Non-friable Class I asbestos containing materials and/or LBC may be present on the property.

A review of listings of government records of known contaminated hazardous waste sites within one mile of the subject property identified no known sites which would likely negatively impact the subject property. No NPL sites are within 1 mile of the property.

Warranty
The above conclusions and recommendations are based on data available to Ralph Stone and Company, Inc. at the time of the audit. No building materials, subsurface chemical, water or soil testing was performed. No warranty, either expressed or implied, is made beyond the opinions cited in this assessment.

This Phase I Environmental Audit meets the applicable ASTM Practice Standard E1527-2013 and USEPA Brownfields "All Appropriate Inquiries" rule.

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers

APPENDIX I

DATA SOURCES

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers
The following sources of data were reviewed as part of this Environmental Audit:

Federal Sources:
- US EPA (CERCLA) Superfund and National Priority List (NPL) sites, - CERCLA 'No Further Remedial Action Planned' (NFRAP) sites, - CERCLA Federal Facilities List (FEDFAC), Hazardous Waste Compliance Docket for federal facilities with known or suspected environmental problems,
- Emergency Response Notification System (ERNS) listing of unauthorized releases of oil and hazardous substances,
- CERCLA Site Enforcement Tacking System (SETS) listing of potentially responsible parties (PRPs),
- Enforcement Docket System (DOCKET)/ Consent Decree Tracking System (CDETS), tracks civil judicial cases and court settlements against environmental polluters, - Criminal Docket System (C-DOCKET), tracking system for criminal enforcement actions for all environmental statues and tracks enforcement actions from initial stages through conclusion,
- RCRA Violators List,
- Federal Enforcement Dockets, list of sites under enforcement by the US EPA,
California State Sources:
- California EPA (Cal-EPA), Annual Work Plan, AWP (formerly Bond Expenditure Plan, BEP) listing, - Cal-EPA, Toxic Substances Division, Calsites (formerly Abandoned Sites Survey Program) listing,
- Cal-EPA, Toxic Substances Division, Calsites - No Further Action listing, - California Office of Planning and Research (CORTESE), - California Water Resources Control Board, Leaking Underground Storage Tanks (LUST) listing,
- California Integrated Waste Management Board listing (SWIS), listing of closed, inactive and active solid waste disposal sites and inactive and closed Transfer facilities,
- California Department of Health Services, Well Investigation Program (WIP), identifies groundwater that is already contaminated, focus of program is monitoring and protecting drinking water,

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers
- Cal-EPA, Drinking Water Program, provides information on the quality of public drinking water wells under the California Drinking Program, California Regional Sources:
- Toxic Releases Listing,
- California Regional Water Quality Control Board, Toxic Pits Inventory, - California Regional Water Quality Control Board, Solid Waste Audit Test (SWAT), for disposal sites with more than 50,000 cubic yards of waste must provide information to determine if discharge of hazardous materials has occurred, - City of South El Monte, Department of Public Works, for zoning and property history, - County of Los Angeles Department of Public Works for building permit and UST information,
Operating Permits:
- US EPA RCRA Generators and TSD Facilities,
- US EPA SARA Title III, section 313 (TRIS),
- US EPA Nuclear Regulatory Commission Licensees.
- US EPA, PCB Waste Handlers,
- Permit Compliance (PCS) and AIRS Facility (AFS) Systems, - Section Seven Tracking System,
- US EPA, FIFRA/TSCA tracking system,
- Federal Facilities Information System (FFIS),
- Chemicals in Commerce Information and CFINDS EPA Facility Index Systems, - Cal-EPA Hazardous Waste Information System (HWIS), 1984-1999, - California Regional Water Quality Control Board, Permitted Underground Storage Tanks (between 1974 to 1987 and 1993, 1995 and 1998), Other:
- USGS topographic maps of the area
- Sanborn Fire Insurance Maps, EDR Sanborn, Inc.
- Environmental Data Resources, Inc. (EDR) for aerial photograph review, - Munger Map Book, 1990, for oil and gas wells,
- Individuals familiar with the property history.

R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers
APPENDIX 2

HISTORICAL AERIAL PHOTOS

The EDR Aerial Photo Decade Package
Rosemead 2727 Rosemead Blvd. South El Monte, CA 91733 Inquiry Number: March 22, 2019 5597590.8 6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com

2016 1"=500' Flight Year: 2016 USDA/NAIP
2012 1"=500' Flight Year: 2012 USDA/NAIP
2009 1"=500' Flight Year: 2009 USDA/NAIP
2005 1"=500' Flight Year: 2005 USDA/NAIP
2002 1"=500' Flight Date: June 11, 2002 USDA
1994 1"=500' Acquisition Date: May 31, 1994 USGS/DOQQ
1989 1"=500' Flight Date: August 22, 1989 USDA
1983 1"=500' Flight Date: November 23, 1983 EDR Proprietary Brewster Pacific 1979 1"=500' Flight Date: May 11, 1979 EDR Proprietary Brewster Pacific 1977 1"=500' Flight Date: April 25, 1977 EDR Proprietary Brewster Pacific 1964 1"=500' Flight Date: July 28, 1964 USGS
1952 1"=500' Flight Date: August 02, 1952 USGS
1948 1"=500' Flight Date: July 10, 1948 USGS
1938 1"=500' Flight Date: February 07, 1938 USDA
1928 1"=500' Flight Date: January 01, 1928 FAIR
EDR Aerial Photo Decade Package 03/22/19 Rosemead Site Name: Client Name: Ralph Stone & Co., Inc. 2727 Rosemead Blvd. 10954 Santa Monica BL South El Monte, CA 91733 Los Angeles, CA 90025 EDR Inquiry # 5597590.8 Contact: David Klein Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive.

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

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

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

Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2019 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 5597590 - 8 page 2 Page 529 of 816 5597590.8 2016 = 500' Page 530 of 816
5597590.8 2012 = 500' Page 531 of 816
5597590.8 2009 = 500' Page 532 of 816
5597590.8 2005 = 500' Page 533 of 816
5597590.8 2002 = 500' Page 534 of 816
5597590.8 1994 = 500' Page 535 of 816
5597590.8 1989 = 500' Page 536 of 816
5597590.8 1983 = 500' Page 537 of 816
5597590.8 1979 = 500' Page 538 of 816
5597590.8 1977 = 500' Page 539 of 816
5597590.8 1964 = 500' Page 540 of 816
5597590.8 1952 = 500' Page 541 of 816
5597590.8 1948 = 500' Page 542 of 816
5597590.8 1938 = 500' Page 543 of 816
5597590.8 1928 = 500' Page 544 of 816
R A L P H S T O N E A N D C O M P A N Y, I N C.

Environmental, Geotechnical and Civil Engineers
APPENDIX 3

LIST OF NEARBY KNOWN CONTAMINATED SITES

AND SITES WITH HAZARDOUS WASTE RELATED

OPERATING PERMITS

FORM-NULL-PVC
EDR Summary Radius Map Report
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Rosemead
2727 Rosemead Blvd.

South El Monte, CA 91733
Inquiry Number: 5597590.2s
March 21, 2019

SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 9
Orphan Summary 296
Government Records Searched/Data Currency Tracking GR-1

GEOCHECK ADDENDUM
Physical Setting Source Addendum A-1
Physical Setting Source Summary A-2
Physical Setting Source Map A-8
Physical Setting Source Map Findings A-9
Physical Setting Source Records Searched PSGR-1
TC5597590.2s Page 1
Thank you for your business.

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

Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,

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

Copyright 2019 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners.

TABLE OF CONTENTS

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 1
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).

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

TARGET PROPERTY INFORMATION

ADDRESS
2727 ROSEMEAD BLVD.

SOUTH EL MONTE, CA 91733

COORDINATES
Latitude (North): 34.0612810 - 34˚ 3’ 40.61’’
Longitude (West): 118.0651300 - 118˚ 3’ 54.46’’
Universal Tranverse Mercator: Zone 11
UTM X (Meters): 401703.9
UTM Y (Meters): 3769267.8
Elevation: 244 ft. above sea level

USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property: TP
Source: U.S. Geological Survey

AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20140515, 20140513
Source: USDA

5597590.2s Page 2
G37 KECK & SCHMIDT TOOL 2610 TROY AVE WIP Lower 512, 0.097, SSW F36 SBICCA OF CALIFORNIA 2620 ROSEMEAD BLVD WIP Lower 506, 0.096, SSE E35 PERFORMANCE AUTO SAL 9327 GARVEY AVE SWEEPS UST, WIP Higher 502, 0.095, NNW A34 ADVANCE SCREW PRODUC 2650 ROSEMEAD BLVD WIP Lower 448, 0.085, SSE A33 VACATION ENTERPRISES 2650 ROSEMEAD BLVD WIP Lower 448, 0.085, SSE A32 ROY’S BODY SHOP 2656 ROSEMEAD BLVD WIP Lower 440, 0.083, SSE A31 A-WARE CHARTER 2656 ROSEMEAD BLVD WIP Lower 440, 0.083, SSE A30 JOHN WIEZBISKI 2656 ROSEMEAD BLVD SWEEPS UST, LOS ANGELES CO. HMS Lower 440, 0.083, SSE A29 ON THE SPOT 2656 ROSEMEAD BLVD WIP Lower 440, 0.083, SSE A28 WIEZBISKI JOHN/JANET 2656 ROSEMEAD BLVD WIP Lower 440, 0.083, SSE B27 M & M TEXACO 9432 GARVEY AVE HIST UST Higher 428, 0.081, NE B26 MCWHIRTER TEXACO.S.S 9432 GARVEY HIST CORTESE Higher 428, 0.081, NE B25 M AND M TEXACO 9432 GARVOY BLVD HIST UST Higher 428, 0.081, NE B24 MCWHIRTER REAL ESTAT 9432 GARVEY AVE SWEEPS UST, LOS ANGELES CO. HMS Higher 428, 0.081, NE B23 MCWHIRTER TEXACO.S.S 9432 GARVEY AVE E LUST Higher 428, 0.081, NE E22 JACK TANIGUCHI 14-87 9401 E GARVEY HIST UST, HAZNET Higher 412, 0.078, North E21 MOBIL #17-MWJ 9401 BROADWAY HIST CORTESE Higher 409, 0.077, North D20 STERLING MACHINERY E 9310 GARVEY AVE WIP Higher 398, 0.075, NW B19 CHEVRON #20-6008 (FO 9420 GARVEY AVE LUST Higher 387, 0.073, NNE B18 CHEVRON #20-6008 (FO 9420 GARVEY LUST, HIST CORTESE Higher 387, 0.073, NNE A17 SUPERIOR AUTO PARTS 2637 ROSEMEAD BLVD WIP Lower 335, 0.063, SSE A16 SUPERIOR STD TRANSM 2637 ROSEMEAD BLVD EDR Hist Auto Lower 335, 0.063, SSE B15 WESTERN TRAILER SERV 2754 BRUIN AVE WIP Higher 299, 0.057, NE B14 VILLA’S RADIATOR 2750 N BRUIN AVE WIP Higher 290, 0.055, NE C13 FRANK AND SMITH MASO 2639 TROY AVE RCRA-SQG, FINDS, ECHO, HAZNET Lower 276, 0.052, SW B12 JAMES ANDRUSS’ PROPE 2750 ROSEMEAD BLVD WIP Higher 270, 0.051, North B11 KARLS AUTO DETAIL 2750 ROSEMEAD BLVD SWEEPS UST, LOS ANGELES CO. HMS Higher 270, 0.051, North B10 XPRESS LUBE & REPAIR 2750 N ROSEMEAD BLVD AST Higher 270, 0.051, North B9 THE LUBE JOB 2750 ROSEMEAD BLVD RCRA-SQG, FINDS, ECHO Higher 270, 0.051, North B8 FREDDIE MAC’S INC. 2740 N BRUIN AVE WIP Higher 249, 0.047, NE 7 CO-OP BACKHOE 2710 N BRUIN AVE WIP Higher 230, 0.044, East C6 MARTINEZ MATTRESS 2671 TROY AVE WIP Lower 225, 0.043, SW B5 SMOG CENTER 2722 N BRUIN AVE WIP Higher 224, 0.042, ENE A4 D & T SEWING FACTORY 2700 BRUIN AVE WIP Higher 218, 0.041, ESE B3 M & M’S CAR WORLD 9414 E GARVEY AVE WIP Higher 212, 0.040, NNE A2 ELECTRO PLATE RACK C 2640 TROY AVE WIP Lower 200, 0.038, SSW A1 MSDS 2643 ROSEMEAD BLVD WIP Lower 194, 0.037, SSE
Reg SAN GABRIEL VALLEY ( PECK RD & REAL NPL, SEMS, US ENG CONTROLS, ROD, PRP, CONSENT,... Same 1 ft.

Reg SAN GABRIEL VALLEY AOCONCERN Same 36, 0.007, ENE

MAPPED SITES SUMMARY
Target Property Address:
2727 ROSEMEAD BLVD.

SOUTH EL MONTE, CA 91733
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS

5597590.2s Page 3
I76 VANSCO 2652 LASHBROOK AVE CPS-SLIC, WIP Higher 723, 0.137, ESE H75 D T GRAPHICS 2621 LEE AVE RCRA-SQG, FINDS, ECHO, HAZNET Lower 715, 0.135, SW L74 GENERAL METAL ENGRAV 9254 GARVEY AVE WIP Lower 698, 0.132, WNW J73 FINE VALUE FURNITURE 9468 E GARVEY AVE WIP Higher 694, 0.131, ENE I72 YON MING AUTO CO., I 2656 LASHBROOK AVE WIP Higher 675, 0.128, ESE L71 CHERNICK, BEN 2737 LEE AVE SWEEPS UST Lower 635, 0.120, WNW L70 BEN CHERNICK 2737 LEE AVE LUST, HIST CORTESE Lower 635, 0.120, WNW H69 W.H. ALIGOOD COMPANY 2645 LEE AVE WIP Lower 628, 0.119, WSW H68 CROWN EQUIPMENT AND 2645 LEE AVE WIP Lower 628, 0.119, WSW D67 HARBOR SEAL CO. 2755 LEE AVE WIP Lower 623, 0.118, WNW G66 SPARTAN TERMITE CONT 9329 FERN ST WIP Lower 622, 0.118, SSW D65 DIAMOND CAMSHAFT 2749 LEE AVE WIP Lower 616, 0.117, WNW H64 VACANT BUILDING 2620 LEE AVE WIP Lower 612, 0.116, SW H63 ITAL CUSTOM CABINETS 2651 LEE AVE WIP Lower 599, 0.113, WSW H62 TRU-CUT GRINDING 2651 LEE AVE WIP Lower 599, 0.113, WSW H61 JUSTIN, INC. 2663 LEE AVE WIP Lower 590, 0.112, WSW K60 BIRKESTRAND, INC. 2705 LEE AVE WIP Lower 573, 0.109, West K59 BIRKESTRAND CO 2705 LEE AVE RCRA-SQG, FINDS, ECHO Lower 573, 0.109, West I58 ROCAM, INC. 2655 LASHBROOK AVE WIP Higher 564, 0.107, ESE J57 AM PUMPING INC. 9452 GARVEY AVE WIP Higher 562, 0.106, NE J56 GARVEY AUTO AND TRUC 9452 GARVEY AVE RCRA-SQG, FINDS, ECHO Higher 562, 0.106, NE J55 GARVEY AUTO AND TRUC 9452 GARVEY AVE WIP Higher 562, 0.106, NE J54 AM PUMPING INC 9452 E GARVEY AVE RCRA NonGen / NLR, FINDS, ECHO Higher 562, 0.106, NE I53 LEISURE SHOE CO., IN 2657 LASHBROOK AVE WIP Higher 544, 0.103, ESE F52 AAMEC CORP 2611 ROSEMEAD BLVD RCRA-SQG, FINDS, ECHO Lower 541, 0.102, South F51 LUV MANUFACTURING 2611 ROSEMEAD BLVD WIP Lower 541, 0.102, South E50 CALTRANS ROSEMEAD DS NE CORNER ROSEMEAD B SWF/LF Higher 529, 0.100, North H49 LA TRIM INC 2638 LEE AVE RCRA NonGen / NLR, FINDS, ECHO, LOS ANGELES CO.... Lower 519, 0.098, WSW H48 BOLCO ATHLETIC CO., 2638 LEE AVE EMI, WIP Lower 519, 0.098, WSW E47 MOBIL OIL CO 9401 GARVEY AVE SWEEPS UST, LOS ANGELES CO. HMS Higher 518, 0.098, North E46 MOBIL #18-MWJ 9401 GARVEY AVE. LUST Higher 518, 0.098, North E45 JACK TANIGUCHI 14-87 9401 GARVEY AVE HIST UST Higher 518, 0.098, North E44 MOBIL #11-MW 9401 GARVEY AVE E LUST Higher 518, 0.098, North E43 EXXONMOBIL OIL CORP 9401 E GARVEY AVE RCRA-LQG, FINDS Higher 518, 0.098, North E42 MOBIL #18-MWJ 9401 GARVEY AVENUE UST Higher 518, 0.098, North E41 CIRCLE K STORES INC. 9401 E GARVEY AVE UST Higher 518, 0.098, North E40 TANIGUCHI JACK K 9401 GARVEY AVE EDR Hist Auto Higher 518, 0.098, North E39 MOBIL OIL CORP S/S # 9401 GARVEY AVE UST Higher 518, 0.098, North G38 KECK AND SCHMIDT TOO 2610 TROY AVE RCRA-SQG, HAZNET Lower 512, 0.097, SSW

MAPPED SITES SUMMARY
Target Property Address:
2727 ROSEMEAD BLVD.

SOUTH EL MONTE, CA 91733
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS

5597590.2s Page 4
U115 LA VICTORIA 9133 E GARVEY AVE WDS, WIP Lower 1309, 0.248, WNW U114 LA VICTORIA FOODS 9133 E GARVY AVENUE HIST UST Lower 1309, 0.248, WNW Q113 JFC CUSTOM FURNITURE 2519 N LEE AVE WIP Lower 1307, 0.248, SSW T112 DON CONIGLIO CO INC 2563 LOMA AVE RCRA-SQG, FINDS, ECHO, LOS ANGELES CO. HMS Lower 1299, 0.246, SW T111 DON CONIGLIO, INC. 2563 LOMA AVE WIP Lower 1299, 0.246, SW 110 VACANT BUILDING 9549 GARVEY AVE WIP Higher 1280, 0.242, ENE S109 STANLEY PEST CONTROL 2555 LOMA AVE SWEEPS UST, PEST LIC Lower 1276, 0.242, SW S108 DIATON INC 2544 LOMA AV EMI, WIP Lower 1275, 0.241, SW P107 SALVADOR T RANGEL JR 2557 LOMA AVE PEST LIC, WIP Lower 1262, 0.239, SW Q106 HARMONY METAL FINISH 2510 LEE AVE RCRA-SQG, FINDS, ECHO Lower 1231, 0.233, SSW Q105 HARMONY METAL POLISH 2510 LEE AVE WIP Lower 1231, 0.233, SSW Q104 LORENZO AND SONS BOI 2512 LEE AVE WIP Lower 1225, 0.232, SSW R103 ABC DISTRIBUTING 2501 ROSEMEAD BLVD WIP Lower 1216, 0.230, South Q102 M - MACHINE 2516 LEE AVE WIP Lower 1204, 0.228, SSW O101 DON’S EQUIPMENT SERV 2623 LOMA AVE WIP Lower 1112, 0.211, WSW N100 DAY-GLO COLOR CORP 2552 N LEE AVE RCRA-SQG, EMI, LOS ANGELES CO. HMS Lower 1098, 0.208, SSW M99 SUNSET LADDER CO 2526 ROSEMEAD BLVD HIST UST Lower 1094, 0.207, SSE M98 SUNSET LADDER CO 2526 NO ROSEMEAD BLV SWEEPS UST, HIST UST, LOS ANGELES CO. HMS, WIP Lower 1094, 0.207, SSE P97 OLIVER MACHINE WORKS 9215 FERN ST WIP Lower 1066, 0.202, SW O96 IMPERIAL LAMINATORS 2620 LOMA AVE WIP Lower 1024, 0.194, WSW O95 A-AUTO SERVICE 2618 LOMA AVE WIP Lower 1018, 0.193, WSW N94 RODRIGUEZ BROTHER’S 2542 LEE AVE WIP Lower 1014, 0.192, SSW O93 PETE’S POLISH 2624 LOMA AVE WIP Lower 1009, 0.191, WSW P92 TOPAZ PRECISION, INC 9229 FERN ST WIP Lower 996, 0.189, SW P91 LAWRENCE EQUIPMENT S 9231 FERN ST WIP Lower 986, 0.187, SW M90 SNYDER RESEARCH LABO 2535 ROSEMEAD BLVD WIP Lower 967, 0.183, South O89 GUN DRILLING SPECIAL 2632 LOMA AVE WIP Lower 959, 0.182, WSW N88 COATINGS RESOURCE CO 2552 LEE AVE CPS-SLIC, WIP Lower 935, 0.177, SSW 87 MPH ELECTRONICS INC. 2660 LOMA AVE WIP Lower 902, 0.171, West M86 TRIO CARBURETOR 2545 ROSEMEAD BLVD RCRA-SQG, FINDS, ECHO Lower 893, 0.169, SSE N85 OK AUTO GROUP INC 2558 LEE AVE RCRA-CESQG Lower 879, 0.166, SSW 84 UNITED TIRE & AUTO C 9501 GARVEY AVE WIP Higher 879, 0.166, NE M83 TONEY’S AUTO ELECTRI 2547 ROSEMEAD BLVD WIP Lower 848, 0.161, SSE 82 C.W. COLE & CO. INC. 2560 ROSEMEAD BLVD WIP Lower 845, 0.160, SSE J81 UNITED TIRE/BENEFICI 9505 E GARVEY AVE LUST, LOS ANGELES CO. HMS Higher 820, 0.155, NE J80 UNITED TIRE\BENEFICI 9505 GARVEY AVE UST Higher 820, 0.155, NE J79 UNITED TIRE AND AUTO 9505 GARVEY AVE WIP Higher 820, 0.155, NE K78 CGK INC DBA PARADISE 9220 MABEL AVE HAZNET, WIP Lower 751, 0.142, West 77 CALTRANS - ROSEMEAD 3000 ROSEMEAD BOULEV SWF/LF Higher 725, 0.137, NNW

MAPPED SITES SUMMARY
Target Property Address:
2727 ROSEMEAD BLVD.

SOUTH EL MONTE, CA 91733
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS

5597590.2s Page 5
154 COOPER DRUM COMPANY 9630 EL POCHE ENVIROSTOR, ENF, WIP Lower 4396, 0.833, SSE AB153 ALUM-A-COAT INC 2439 SEAMAN AVENUE ENVIROSTOR Higher 3912, 0.741, ESE AB152 ALUM-A-COAT 9859 E. KALE STREET ENVIROSTOR Higher 3751, 0.710, ESE 151 AEROJET GENERAL CORP 9100 FLAIR DRIVE RESPONSE, ENVIROSTOR, Cortese Higher 3751, 0.710, NNW 150 SARGENT FLETCHER INC 9400 E FLAIR DRIVE RCRA-LQG, ENVIROSTOR, SWEEPS UST, HIST UST, CA FID...Higher 3742, 0.709, North 149 JENCO PLATING INC. 9536 E. RUSH ST. RCRA-LQG, ENVIROSTOR, HIST UST, EMI, LOS ANGELES... Lower 3577, 0.677, SSE 148 BOER GRAPHICS (ROBER 9323 RUSH ST ENVIROSTOR, HWP Lower 3115, 0.590, South 147 MICRO GAGE INC 9537 TELSTAR AVE RCRA-SQG, ENVIROSTOR, CPS-SLIC, FINDS, ECHO,... Higher 3049, 0.577, NNE 146 UNKNOWN C/O AEROJET & TELSTA Notify 65 Higher 2910, 0.551, NNW AA145 PACIFIC COAST DRUM C 2200 N. ROSEMEAD BLV CPS-SLIC Lower 2610, 0.494, South AA144 DITTY CONTAINER 2200 N ROSEMEAD BLVD RCRA-SQG, LUST, HIST UST, ICIS, US AIRS, FINDS,... Lower 2610, 0.494, South AA143 PACIFIC COAST DRUM C 2200 ROSEMEAD HIST CORTESE Lower 2610, 0.494, South 142 RAYMOND DOLLAR CORP. 2206 TROY CPS-SLIC Lower 2559, 0.485, South Z141 SILVER STREAK TRAILE 2319 CHICO AVE. CPS-SLIC, WIP Lower 2475, 0.469, SE Z140 MONTEREY CASKET CO I 2404 CHICO AVE CPS-SLIC, EMI, WIP Lower 2470, 0.468, SE Z139 RAYPACK, INC. 2410 & 2416 CHICO AV CPS-SLIC Higher 2385, 0.452, SE Y138 RUSSELL TRANSPORTATI 2713 RIVER AVE N LUST Lower 2345, 0.444, West Y137 DURHAM TRANSPORTATIO 2713 RIVER CPS-SLIC, ENF, HIST CORTESE Lower 2345, 0.444, West X136 ZACKY FARMS 2325 S LOMA ST RCRA-SQG, LUST, SWEEPS UST, HIST UST, FINDS, ECHO,...Lower 2336, 0.442, SSW X135 ZACKY FOODS CO 2325 LOMA AVE N LUST Lower 2336, 0.442, SSW 134 APPLIED COATINGS LIN 3224 N ROSEMEAD BLVD CPS-SLIC, SWEEPS UST, HIST UST, CA FID UST, LOS... Higher 2091, 0.396, NNW 133 PAUL PACIFIC PLUMBIN 2463 CHICO AVE CPS-SLIC, WIP Higher 1944, 0.368, SE 132 HYDE ENGINEERING COR 2428 ROSEMEAD BLVD CPS-SLIC, WIP Lower 1821, 0.345, South 131 FORMER JAB HOLDINGS 9401 EAST WHITMORE S CPS-SLIC, EMI, ENF, CIWQS, WIP Higher 1811, 0.343, North 130 BROADWAY PLASTIC 2423 N. TROY AVE. SEMS Lower 1774, 0.336, South 129 MARGE CARSON INC 9056 E GARVEY AV CPS-SLIC, EMI, WIP Lower 1725, 0.327, West 128 VAGA INDUSTRIES 2505 LOMA AVE RCRA-LQG, ENVIROSTOR, SWEEPS UST, HIST UST, ICIS,... Lower 1698, 0.322, SW W127 GLENBOROUGH CORP./SO 3200 ROSEMEAD BLVD CPS-SLIC, WIP Higher 1678, 0.318, NNW W126 ROSEMEAD SPRINGS BUS 9231 WHITMORE ST CPS-SLIC, SWEEPS UST, HIST UST, WIP Higher 1593, 0.302, NNW V125 SOUTHERN CALIFORNIA 9407 WHITMORE ST CPS-SLIC, WIP Higher 1525, 0.289, North Q124 MARGE WARNER 2459 LEE LUST, HIST CORTESE, LOS ANGELES CO. HMS Lower 1479, 0.280, SSW V123 JAN & SCHUYLER COMPA 9240 WHITMORE ST CPS-SLIC, WIP Higher 1440, 0.273, North R122 HOOTER BROS ENAMELIN 2460 N ROSEMEAD BLVD RCRA-SQG, CPS-SLIC, EMI Lower 1433, 0.271, SSE 121 LAUR METALS CO 9566 GARVEY AVE SWRCY Higher 1415, 0.268, ENE V120 HUBBLE SPECIALTY PRI 9300 WHITMORE ST CPS-SLIC, WIP Lower 1402, 0.266, North 119 TODD PIPE AND SUPPLY 3154 ROSEMEAD BLVD. CPS-SLIC, SWEEPS UST, WIP Higher 1379, 0.261, NNW R118 CHAMP CORP 2500 ROSEMEAD BLVD CPS-SLIC, SWEEPS UST, LOS ANGELES CO. HMS, WIP Lower 1355, 0.257, SSE R117 CHAMP CORP. 2500 ROSEMEAD BLVD N LUST, HIST CORTESE Lower 1355, 0.257, SSE U116 LA VICTORIA FOODS IN 240 S SIXTH AVE HIST UST, WIP Lower 1309, 0.248, WNW

MAPPED SITES SUMMARY
Target Property Address:
2727 ROSEMEAD BLVD.

SOUTH EL MONTE, CA 91733
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS

5597590.2s Page 6
155 EL MONTE DISPOSAL SE STORAGE YARD, MAPLE RESPONSE, ENVIROSTOR, HIST Cal-Sites Higher 4823, 0.913, SE

MAPPED SITES SUMMARY
Target Property Address:
2727 ROSEMEAD BLVD.

SOUTH EL MONTE, CA 91733
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 7

TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.

SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.

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

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

Sites listed in bold italics are in multiple databases.

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

STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL: A review of the NPL list, as provided by EDR, and dated 02/06/2019 has revealed that there is 1 NPL site within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN GABRIEL VALLEY ( PECK RD & REAL 0 - 1/8 (0.000 mi.) 0 9 Cerclis ID:: 901951
EPA Id: CAD980677355
Federal CERCLIS list
SEMS: A review of the SEMS list, as provided by EDR, and dated 02/06/2019 has revealed that there are 2 SEMS sites within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN GABRIEL VALLEY ( PECK RD & REAL 0 - 1/8 (0.000 mi.) 0 9 Site ID: 0901951
EPA Id: CAD980677355
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ BROADWAY PLASTIC 2423 N. TROY AVE. S 1/4 - 1/2 (0.336 mi.) 130 41

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 8
Federal RCRA generators list
RCRA-LQG: A review of the RCRA-LQG list, as provided by EDR, and dated 03/01/2018 has revealed that there is 1 RCRA-LQG site within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ EXXONMOBIL OIL CORP 9401 E GARVEY AVE N 0 - 1/8 (0.098 mi.) E43 18 EPA ID:: CAL000056278
RCRA-SQG: A review of the RCRA-SQG list, as provided by EDR, and dated 03/01/2018 has revealed that there are 11 RCRA-SQG sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ THE LUBE JOB 2750 ROSEMEAD BLVD N 0 - 1/8 (0.051 mi.) B9 11 EPA ID:: CAD983624701
GARVEY AUTO AND TRUC 9452 GARVEY AVE NE 0 - 1/8 (0.106 mi.) J56 22 EPA ID:: CAD028124121
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ FRANK AND SMITH MASO 2639 TROY AVE SW 0 - 1/8 (0.052 mi.) C13 12 EPA ID:: CAR000065813
KECK AND SCHMIDT TOO 2610 TROY AVE SSW 0 - 1/8 (0.097 mi.) G38 17 EPA ID:: CAR000077735
AAMEC CORP 2611 ROSEMEAD BLVD S 0 - 1/8 (0.102 mi.) F52 21 EPA ID:: CAD009660226
BIRKESTRAND CO 2705 LEE AVE W 0 - 1/8 (0.109 mi.) K59 23 EPA ID:: CAD982488611
D T GRAPHICS 2621 LEE AVE SW 1/8 - 1/4 (0.135 mi.) H75 26 EPA ID:: CA0000134809
TRIO CARBURETOR 2545 ROSEMEAD BLVD SSE 1/8 - 1/4 (0.169 mi.) M86 29 EPA ID:: CAD983607193
DAY-GLO COLOR CORP 2552 N LEE AVE SSW 1/8 - 1/4 (0.208 mi.) N100 32 EPA ID:: CAD000043158
HARMONY METAL FINISH 2510 LEE AVE SSW 1/8 - 1/4 (0.233 mi.) Q106 33 EPA ID:: CAD009635764
DON CONIGLIO CO INC 2563 LOMA AVE SW 1/8 - 1/4 (0.246 mi.) T112 35 EPA ID:: CA0000203430
RCRA-CESQG: A review of the RCRA-CESQG list, as provided by EDR, and dated 03/01/2018 has revealed that there is 1 RCRA-CESQG site within approximately 0.25 miles of the target property.

Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ OK AUTO GROUP INC 2558 LEE AVE SSW 1/8 - 1/4 (0.166 mi.) N85 29

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 9
EPA ID:: CAL000343623
Federal institutional controls / engineering controls registries US ENG CONTROLS: A review of the US ENG CONTROLS list, as provided by EDR, and dated 01/31/2019 has revealed that there is 1 US ENG CONTROLS site within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN GABRIEL VALLEY ( PECK RD & REAL 0 - 1/8 (0.000 mi.) 0 9 EPA ID:: CAD980677355
EPA ID:: CAD980677355
State- and tribal - equivalent NPL
RESPONSE: A review of the RESPONSE list, as provided by EDR, has revealed that there are 2 RESPONSE sites within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ AEROJET GENERAL CORP 9100 FLAIR DRIVE NNW 1/2 - 1 (0.710 mi.) 151 50 Database: RESPONSE, Date of Government Version: 01/28/2019 Status: Active
Facility Id: 60000742
EL MONTE DISPOSAL SE STORAGE YARD, MAPLE SE 1/2 - 1 (0.913 mi.) 155 51 Database: RESPONSE, Date of Government Version: 01/28/2019 Status: Certified
Facility Id: 19490219
State- and tribal - equivalent CERCLIS
ENVIROSTOR: A review of the ENVIROSTOR list, as provided by EDR, and dated 01/28/2019 has revealed that there are 10 ENVIROSTOR sites within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ MICRO GAGE INC 9537 TELSTAR AVE NNE 1/2 - 1 (0.577 mi.) 147 47 Facility Id: 71002529
Status: Refer: Other Agency
SARGENT FLETCHER INC 9400 E FLAIR DRIVE N 1/2 - 1 (0.709 mi.) 150 49 Facility Id: 71002188
Status: Refer: Other Agency
AEROJET GENERAL CORP 9100 FLAIR DRIVE NNW 1/2 - 1 (0.710 mi.) 151 50 Facility Id: 60000742

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 10
Status: Active
ALUM-A-COAT 9859 E. KALE STREET ESE 1/2 - 1 (0.710 mi.) AB152 50 Facility Id: 71003529
Status: Refer: Other Agency
ALUM-A-COAT INC 2439 SEAMAN AVENUE ESE 1/2 - 1 (0.741 mi.) AB153 51 Facility Id: 19340725
Status: Refer: Other Agency
EL MONTE DISPOSAL SE STORAGE YARD, MAPLE SE 1/2 - 1 (0.913 mi.) 155 51 Facility Id: 19490219
Status: Certified
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ VAGA INDUSTRIES 2505 LOMA AVE SW 1/4 - 1/2 (0.322 mi.) 128 40 Facility Id: 71002320
Status: Refer: Other Agency
BOER GRAPHICS (ROBER 9323 RUSH ST S 1/2 - 1 (0.590 mi.) 148 48 Facility Id: 80001533
Status: Inactive - Needs Evaluation
JENCO PLATING INC. 9536 E. RUSH ST. SSE 1/2 - 1 (0.677 mi.) 149 48 Facility Id: 71002854
Status: Refer: Other Agency
COOPER DRUM COMPANY 9630 EL POCHE SSE 1/2 - 1 (0.833 mi.) 154 51 Facility Id: 19500245
Status: Refer: RWQCB
State and tribal landfill and/or solid waste disposal site lists SWF/LF: A review of the SWF/LF list, as provided by EDR, has revealed that there are 2 SWF/LF sites within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CALTRANS ROSEMEAD DS NE CORNER ROSEMEAD B N 0 - 1/8 (0.100 mi.) E50 20 Database: SWF/LF (SWIS), Date of Government Version: 02/11/2019 Facility ID: 19-AA-5066
Operational Status: Closed
Regulation Status: Unpermitted
CALTRANS - ROSEMEAD 3000 ROSEMEAD BOULEV NNW 1/8 - 1/4 (0.137 mi.) 77 27 Database: LOS ANGELES CO. LF, Date of Government Version: 01/14/2019 Site ID: 1892
Status: Closed

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 11
State and tribal leaking storage tank lists
LUST: A review of the LUST list, as provided by EDR, has revealed that there are 13 LUST sites within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CHEVRON #20-6008 (FO 9420 GARVEY NNE 0 - 1/8 (0.073 mi.) B18 13 Database: LUST, Date of Government Version: 12/10/2018
Status: Completed - Case Closed
Global Id: T0603704648
CHEVRON #20-6008 (FO 9420 GARVEY AVE NNE 0 - 1/8 (0.073 mi.) B19 13 Database: LUST REG 4, Date of Government Version: 09/07/2004 Facility Id: R-04640
Status: Case Closed
Global ID: T0603704648
MCWHIRTER TEXACO.S.S 9432 GARVEY AVE E NE 0 - 1/8 (0.081 mi.) B23 14 Database: LUST REG 4, Date of Government Version: 09/07/2004 Database: LUST, Date of Government Version: 12/10/2018
Status: Open - Remediation
Facility Id: I-11450
Status: Remedial action (cleanup) Underway
Global Id: T0603703801
Global ID: T0603703801
MOBIL #11-MW 9401 GARVEY AVE E N 0 - 1/8 (0.098 mi.) E44 19 Database: LUST REG 4, Date of Government Version: 09/07/2004 Facility Id: I-01946
Status: Case Closed
Global ID: T0603702817
MOBIL #18-MWJ 9401 GARVEY AVE. N 0 - 1/8 (0.098 mi.) E46 19 Database: LUST, Date of Government Version: 12/10/2018
Status: Completed - Case Closed
Global Id: T0603758039
UNITED TIRE/BENEFICI 9505 E GARVEY AVE NE 1/8 - 1/4 (0.155 mi.) J81 28 Database: LUST, Date of Government Version: 12/10/2018
Status: Completed - Case Closed
Global Id: T0603724959
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ BEN CHERNICK 2737 LEE AVE WNW 0 - 1/8 (0.120 mi.) L70 25 Database: LUST REG 4, Date of Government Version: 09/07/2004 Database: LUST, Date of Government Version: 12/10/2018
Status: Completed - Case Closed
Facility Id: I-14400
Status: Case Closed
Global Id: T0603704164
Global ID: T0603704164
CHAMP CORP. 2500 ROSEMEAD BLVD N SSE 1/4 - 1/2 (0.257 mi.) R117 36 Database: LUST REG 4, Date of Government Version: 09/07/2004 Database: LUST, Date of Government Version: 12/10/2018
Status: Completed - Case Closed

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 12
Facility Id: I-09430
Status: Case Closed
Global Id: T0603703419
Global ID: T0603703419
MARGE WARNER 2459 LEE SSW 1/4 - 1/2 (0.280 mi.) Q124 38 Database: LUST REG 4, Date of Government Version: 09/07/2004 Database: LUST, Date of Government Version: 12/10/2018
Status: Completed - Case Closed
Facility Id: I-23117
Status: Case Closed
Global Id: T0603704498
Global ID: T0603704498
ZACKY FOODS CO 2325 LOMA AVE N SSW 1/4 - 1/2 (0.442 mi.) X135 43 Database: LUST, Date of Government Version: 12/10/2018
Status: Completed - Case Closed
Global Id: T0603792888
ZACKY FARMS 2325 S LOMA ST SSW 1/4 - 1/2 (0.442 mi.) X136 44 Database: LUST REG 4, Date of Government Version: 09/07/2004 Facility Id: R-03835
Status: Leak being confirmed
Global ID: T0603792888
RUSSELL TRANSPORTATI 2713 RIVER AVE N W 1/4 - 1/2 (0.444 mi.) Y138 45 Database: LUST REG 4, Date of Government Version: 09/07/2004 Facility Id: 917700016
Status: Pollution Characterization
Global ID: T0603702642
DITTY CONTAINER 2200 N ROSEMEAD BLVD S 1/4 - 1/2 (0.494 mi.) AA144 46 Database: LUST REG 4, Date of Government Version: 09/07/2004 Facility Id: 107.0266
Status: Pollution Characterization
Global ID: T0603700161
CPS-SLIC: A review of the CPS-SLIC list, as provided by EDR, has revealed that there are 21 CPS-SLIC sites within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ VANSCO 2652 LASHBROOK AVE ESE 1/8 - 1/4 (0.137 mi.) I76 27 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Open - Inactive
Global Id: SL603798811
TODD PIPE AND SUPPLY 3154 ROSEMEAD BLVD. NNW 1/4 - 1/2 (0.261 mi.) 119 37 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Open - Site Assessment
Global Id: SL603798747
JAN & SCHUYLER COMPA 9240 WHITMORE ST N 1/4 - 1/2 (0.273 mi.) V123 38 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Open - Inactive
Global Id: SL603798780
SOUTHERN CALIFORNIA 9407 WHITMORE ST N 1/4 - 1/2 (0.289 mi.) V125 39 Database: CPS-SLIC, Date of Government Version: 12/10/2018

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 13
Facility Status: Completed - Case Closed
Global Id: SL603798817
ROSEMEAD SPRINGS BUS 9231 WHITMORE ST NNW 1/4 - 1/2 (0.302 mi.) W126 39 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Completed - Case Closed
Global Id: SL603798818
GLENBOROUGH CORP./SO 3200 ROSEMEAD BLVD NNW 1/4 - 1/2 (0.318 mi.) W127 40 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Completed - Case Closed
Global Id: SL603798834
FORMER JAB HOLDINGS 9401 EAST WHITMORE S N 1/4 - 1/2 (0.343 mi.) 131 41 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Completed - Case Closed
Global Id: SL603792647
PAUL PACIFIC PLUMBIN 2463 CHICO AVE SE 1/4 - 1/2 (0.368 mi.) 133 42 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Completed - Case Closed
Global Id: SL603798827
APPLIED COATINGS LIN 3224 N ROSEMEAD BLVD NNW 1/4 - 1/2 (0.396 mi.) 134 43 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Completed - Case Closed
Global Id: SL603798724
RAYPACK, INC. 2410 & 2416 CHICO AV SE 1/4 - 1/2 (0.452 mi.) Z139 45 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Completed - Case Closed
Global Id: SL603798771
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ COATINGS RESOURCE CO 2552 LEE AVE SSW 1/8 - 1/4 (0.177 mi.) N88 29 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Open - Inactive
Global Id: SL603798709
CHAMP CORP 2500 ROSEMEAD BLVD SSE 1/4 - 1/2 (0.257 mi.) R118 36 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Open - Inactive
Global Id: SL603798705
HUBBLE SPECIALTY PRI 9300 WHITMORE ST N 1/4 - 1/2 (0.266 mi.) V120 37 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Completed - Case Closed
Global Id: SL603798824
HOOTER BROS ENAMELIN 2460 N ROSEMEAD BLVD SSE 1/4 - 1/2 (0.271 mi.) R122 38 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Completed - Case Closed
Global Id: SL603798716
MARGE CARSON INC 9056 E GARVEY AV W 1/4 - 1/2 (0.327 mi.) 129 41 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Completed - Case Closed
Global Id: SL603798819
HYDE ENGINEERING COR 2428 ROSEMEAD BLVD S 1/4 - 1/2 (0.345 mi.) 132 42 Database: CPS-SLIC, Date of Government Version: 12/10/2018

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 14
Facility Status: Completed - Case Closed
Global Id: SL603798776
DURHAM TRANSPORTATIO 2713 RIVER W 1/4 - 1/2 (0.444 mi.) Y137 44 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Open - Site Assessment
Global Id: SL603798825
MONTEREY CASKET CO I 2404 CHICO AVE SE 1/4 - 1/2 (0.468 mi.) Z140 45 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Open - Inactive
Global Id: SL603798826
SILVER STREAK TRAILE 2319 CHICO AVE. SE 1/4 - 1/2 (0.469 mi.) Z141 46 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Completed - Case Closed
Global Id: SL603798807
RAYMOND DOLLAR CORP. 2206 TROY S 1/4 - 1/2 (0.485 mi.) 142 46 Database: SLIC REG 4, Date of Government Version: 11/17/2004 Facility Status: No further action required
PACIFIC COAST DRUM C 2200 N. ROSEMEAD BLV S 1/4 - 1/2 (0.494 mi.) AA145 47 Database: CPS-SLIC, Date of Government Version: 12/10/2018 Facility Status: Completed - Case Closed
Global Id: SL603798723
State and tribal registered storage tank lists
UST: A review of the UST list, as provided by EDR, has revealed that there are 4 UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ MOBIL OIL CORP S/S # 9401 GARVEY AVE N 0 - 1/8 (0.098 mi.) E39 18 Database: UST, Date of Government Version: 12/10/2018
Facility Id: 1946
CIRCLE K STORES INC. 9401 E GARVEY AVE N 0 - 1/8 (0.098 mi.) E41 18 Database: UST, Date of Government Version: 12/10/2018
Facility Id: LACoFA0012306
MOBIL #18-MWJ 9401 GARVEY AVENUE N 0 - 1/8 (0.098 mi.) E42 18 Database: UST CLOSURE, Date of Government Version: 12/10/2018 UNITED TIRE\BENEFICI 9505 GARVEY AVE NE 1/8 - 1/4 (0.155 mi.) J80 28 Database: UST, Date of Government Version: 12/10/2018
Facility Id: 31738
AST: A review of the AST list, as provided by EDR, has revealed that there is 1 AST site within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ XPRESS LUBE & REPAIR 2750 N ROSEMEAD BLVD N 0 - 1/8 (0.051 mi.) B10 11 Database: AST, Date of Government Version: 07/06/2016

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 15

ADDITIONAL ENVIRONMENTAL RECORDS
Local Lists of Landfill / Solid Waste Disposal Sites
SWRCY: A review of the SWRCY list, as provided by EDR, and dated 12/10/2018 has revealed that there is 1 SWRCY site within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ LAUR METALS CO 9566 GARVEY AVE ENE 1/4 - 1/2 (0.268 mi.) 121 37 Cert Id: RC10053
Local Lists of Hazardous waste / Contaminated Sites
AOCONCERN: A review of the AOCONCERN list, as provided by EDR, has revealed that there is 1 AOCONCERN site within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN GABRIEL VALLEY ENE 0 - 1/8 (0.007 mi.) 0 9
HIST Cal-Sites: A review of the HIST Cal-Sites list, as provided by EDR, and dated 08/08/2005 has revealed that there is 1 HIST Cal-Sites site within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ EL MONTE DISPOSAL SE STORAGE YARD, MAPLE SE 1/2 - 1 (0.913 mi.) 155 51 Local Lists of Registered Storage Tanks
SWEEPS UST: A review of the SWEEPS UST list, as provided by EDR, and dated 06/01/1994 has revealed that there are 8 SWEEPS UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ KARLS AUTO DETAIL 2750 ROSEMEAD BLVD N 0 - 1/8 (0.051 mi.) B11 11 Status: A
Tank Status: A
Comp Number: 4640
MCWHIRTER REAL ESTAT 9432 GARVEY AVE NE 0 - 1/8 (0.081 mi.) B24 14 Status: A
Tank Status: A
Comp Number: 11450
PERFORMANCE AUTO SAL 9327 GARVEY AVE NNW 0 - 1/8 (0.095 mi.) E35 17 Status: A

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 16
Comp Number: 6589
MOBIL OIL CO 9401 GARVEY AVE N 0 - 1/8 (0.098 mi.) E47 19 Status: A
Tank Status: A
Comp Number: 1946
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ JOHN WIEZBISKI 2656 ROSEMEAD BLVD SSE 0 - 1/8 (0.083 mi.) A30 16 Status: A
Comp Number: 12932
CHERNICK, BEN 2737 LEE AVE WNW 0 - 1/8 (0.120 mi.) L71 25 Comp Number: 14400
SUNSET LADDER CO 2526 NO ROSEMEAD BLV SSE 1/8 - 1/4 (0.207 mi.) M98 31 Status: A
Comp Number: 9157
STANLEY PEST CONTROL 2555 LOMA AVE SW 1/8 - 1/4 (0.242 mi.) S109 34 Comp Number: 14750
HIST UST: A review of the HIST UST list, as provided by EDR, and dated 10/15/1990 has revealed that there are 8 HIST UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ JACK TANIGUCHI 14-87 9401 E GARVEY N 0 - 1/8 (0.078 mi.) E22 14 M AND M TEXACO 9432 GARVOY BLVD NE 0 - 1/8 (0.081 mi.) B25 15 M & M TEXACO 9432 GARVEY AVE NE 0 - 1/8 (0.081 mi.) B27 15 Facility Id: 00000021053
JACK TANIGUCHI 14-87 9401 GARVEY AVE N 0 - 1/8 (0.098 mi.) E45 19 Facility Id: 00000040055
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SUNSET LADDER CO 2526 NO ROSEMEAD BLV SSE 1/8 - 1/4 (0.207 mi.) M98 31 SUNSET LADDER CO 2526 ROSEMEAD BLVD SSE 1/8 - 1/4 (0.207 mi.) M99 32 Facility Id: 00000041161
LA VICTORIA FOODS 9133 E GARVY AVENUE WNW 1/8 - 1/4 (0.248 mi.) U114 35 LA VICTORIA FOODS IN 240 S SIXTH AVE WNW 1/8 - 1/4 (0.248 mi.) U116 36 Facility Id: 00000047138
Other Ascertainable Records
RCRA NonGen / NLR: A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 03/01/2018 has revealed that there are 2 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ AM PUMPING INC 9452 E GARVEY AVE NE 0 - 1/8 (0.106 mi.) J54 21

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 17
EPA ID:: CAT080012776
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ LA TRIM INC 2638 LEE AVE WSW 0 - 1/8 (0.098 mi.) H49 20 EPA ID:: CAD983584111
ROD: A review of the ROD list, as provided by EDR, and dated 12/12/2018 has revealed that there is 1 ROD site within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN GABRIEL VALLEY ( PECK RD & REAL 0 - 1/8 (0.000 mi.) 0 9 EPA ID:: CAD980677355
PRP: A review of the PRP list, as provided by EDR, and dated 08/13/2018 has revealed that there is 1 PRP site within approximately 0.001 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN GABRIEL VALLEY ( PECK RD & REAL 0 - 1/8 (0.000 mi.) 0 9 CONSENT: A review of the CONSENT list, as provided by EDR, and dated 09/30/2018 has revealed that there is 1 CONSENT site within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN GABRIEL VALLEY ( PECK RD & REAL 0 - 1/8 (0.000 mi.) 0 9 FINDS: A review of the FINDS list, as provided by EDR, and dated 02/15/2019 has revealed that there is 1 FINDS site within approximately 0.001 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN GABRIEL VALLEY ( PECK RD & REAL 0 - 1/8 (0.000 mi.) 0 9 Registry ID:: 110009329538
ECHO: A review of the ECHO list, as provided by EDR, and dated 09/02/2018 has revealed that there is 1 ECHO site within approximately 0.001 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN GABRIEL VALLEY ( PECK RD & REAL 0 - 1/8 (0.000 mi.) 0 9 Registry ID: 110009329538

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 18
HIST CORTESE: A review of the HIST CORTESE list, as provided by EDR, and dated 04/01/2001 has revealed that there are 8 HIST CORTESE sites within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CHEVRON #20-6008 (FO 9420 GARVEY NNE 0 - 1/8 (0.073 mi.) B18 13 Reg Id: R-04640
MOBIL #17-MWJ 9401 BROADWAY N 0 - 1/8 (0.077 mi.) E21 14 Reg Id: 000348
Reg Id: 348
MCWHIRTER TEXACO.S.S 9432 GARVEY NE 0 - 1/8 (0.081 mi.) B26 15 Reg Id: I-11450
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ BEN CHERNICK 2737 LEE AVE WNW 0 - 1/8 (0.120 mi.) L70 25 Reg Id: I-14400
CHAMP CORP. 2500 ROSEMEAD BLVD N SSE 1/4 - 1/2 (0.257 mi.) R117 36 Reg Id: I-09430
MARGE WARNER 2459 LEE SSW 1/4 - 1/2 (0.280 mi.) Q124 38 Reg Id: I-23117
DURHAM TRANSPORTATIO 2713 RIVER W 1/4 - 1/2 (0.444 mi.) Y137 44 Reg Id: 917700016
PACIFIC COAST DRUM C 2200 ROSEMEAD S 1/4 - 1/2 (0.494 mi.) AA143 46 Reg Id: 107.0266
HWP: A review of the HWP list, as provided by EDR, and dated 02/19/2019 has revealed that there is 1 HWP site within approximately 1 mile of the target property.

Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ BOER GRAPHICS (ROBER 9323 RUSH ST S 1/2 - 1 (0.590 mi.) 148 48 EPA Id: CAD008246746
Cleanup Status: PROTECTIVE FILER
Notify 65: A review of the Notify 65 list, as provided by EDR, and dated 09/19/2018 has revealed that there is 1 Notify 65 site within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ UNKNOWN C/O AEROJET & TELSTA NNW 1/2 - 1 (0.551 mi.) 146 47

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 19
WIP: A review of the WIP list, as provided by EDR, and dated 07/03/2009 has revealed that there are 71 WIP sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ M & M’S CAR WORLD 9414 E GARVEY AVE NNE 0 - 1/8 (0.040 mi.) B3 10 Facility Status: Historical
D & T SEWING FACTORY 2700 BRUIN AVE ESE 0 - 1/8 (0.041 mi.) A4 10 Facility Status: Historical
SMOG CENTER 2722 N BRUIN AVE ENE 0 - 1/8 (0.042 mi.) B5 10 Facility Status: Historical
CO-OP BACKHOE 2710 N BRUIN AVE E 0 - 1/8 (0.044 mi.) 7 11 Facility Status: Historical
FREDDIE MAC’S INC. 2740 N BRUIN AVE NE 0 - 1/8 (0.047 mi.) B8 11 Facility Status: Historical
JAMES ANDRUSS’ PROPE 2750 ROSEMEAD BLVD N 0 - 1/8 (0.051 mi.) B12 12 Facility Status: Historical
VILLA’S RADIATOR 2750 N BRUIN AVE NE 0 - 1/8 (0.055 mi.) B14 12 Facility Status: Historical
WESTERN TRAILER SERV 2754 BRUIN AVE NE 0 - 1/8 (0.057 mi.) B15 13 Facility Status: Historical
STERLING MACHINERY E 9310 GARVEY AVE NW 0 - 1/8 (0.075 mi.) D20 14 Facility Status: Historical
PERFORMANCE AUTO SAL 9327 GARVEY AVE NNW 0 - 1/8 (0.095 mi.) E35 17 Facility Status: Historical
LEISURE SHOE CO., IN 2657 LASHBROOK AVE ESE 0 - 1/8 (0.103 mi.) I53 21 Facility Status: Historical
GARVEY AUTO AND TRUC 9452 GARVEY AVE NE 0 - 1/8 (0.106 mi.) J55 22 Facility Status: Historical
AM PUMPING INC. 9452 GARVEY AVE NE 0 - 1/8 (0.106 mi.) J57 22 Facility Status: Historical
ROCAM, INC. 2655 LASHBROOK AVE ESE 0 - 1/8 (0.107 mi.) I58 22 Facility Status: Historical
YON MING AUTO CO., I 2656 LASHBROOK AVE ESE 1/8 - 1/4 (0.128 mi.) I72 26 Facility Status: Historical
FINE VALUE FURNITURE 9468 E GARVEY AVE ENE 1/8 - 1/4 (0.131 mi.) J73 26 Facility Status: Historical
VANSCO 2652 LASHBROOK AVE ESE 1/8 - 1/4 (0.137 mi.) I76 27 Facility Status: Active
UNITED TIRE AND AUTO 9505 GARVEY AVE NE 1/8 - 1/4 (0.155 mi.) J79 27 UNITED TIRE & AUTO C 9501 GARVEY AVE NE 1/8 - 1/4 (0.166 mi.) 84 28 Facility Status: Historical
VACANT BUILDING 9549 GARVEY AVE ENE 1/8 - 1/4 (0.242 mi.) 110 34 Facility Status: Historical
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ MSDS 2643 ROSEMEAD BLVD SSE 0 - 1/8 (0.037 mi.) A1 9

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 20
Facility Status: Historical
ELECTRO PLATE RACK C 2640 TROY AVE SSW 0 - 1/8 (0.038 mi.) A2 10 Facility Status: Historical
MARTINEZ MATTRESS 2671 TROY AVE SW 0 - 1/8 (0.043 mi.) C6 10 SUPERIOR AUTO PARTS 2637 ROSEMEAD BLVD SSE 0 - 1/8 (0.063 mi.) A17 13 Facility Status: Historical
WIEZBISKI JOHN/JANET 2656 ROSEMEAD BLVD SSE 0 - 1/8 (0.083 mi.) A28 15 Facility Status: Historical
ON THE SPOT 2656 ROSEMEAD BLVD SSE 0 - 1/8 (0.083 mi.) A29 16 Facility Status: Historical
A-WARE CHARTER 2656 ROSEMEAD BLVD SSE 0 - 1/8 (0.083 mi.) A31 16 Facility Status: Historical
ROY’S BODY SHOP 2656 ROSEMEAD BLVD SSE 0 - 1/8 (0.083 mi.) A32 16 Facility Status: Historical
VACATION ENTERPRISES 2650 ROSEMEAD BLVD SSE 0 - 1/8 (0.085 mi.) A33 16 Facility Status: Historical
ADVANCE SCREW PRODUC 2650 ROSEMEAD BLVD SSE 0 - 1/8 (0.085 mi.) A34 17 SBICCA OF CALIFORNIA 2620 ROSEMEAD BLVD SSE 0 - 1/8 (0.096 mi.) F36 17 Facility Status: Historical
KECK & SCHMIDT TOOL 2610 TROY AVE SSW 0 - 1/8 (0.097 mi.) G37 17 BOLCO ATHLETIC CO., 2638 LEE AVE WSW 0 - 1/8 (0.098 mi.) H48 20 Facility Status: Historical
LUV MANUFACTURING 2611 ROSEMEAD BLVD S 0 - 1/8 (0.102 mi.) F51 21 Facility Status: Historical
BIRKESTRAND, INC. 2705 LEE AVE W 0 - 1/8 (0.109 mi.) K60 23 Facility Status: Historical
JUSTIN, INC. 2663 LEE AVE WSW 0 - 1/8 (0.112 mi.) H61 23 Facility Status: Historical
TRU-CUT GRINDING 2651 LEE AVE WSW 0 - 1/8 (0.113 mi.) H62 23 Facility Status: Historical
ITAL CUSTOM CABINETS 2651 LEE AVE WSW 0 - 1/8 (0.113 mi.) H63 24 Facility Status: Historical
VACANT BUILDING 2620 LEE AVE SW 0 - 1/8 (0.116 mi.) H64 24 Facility Status: Historical
DIAMOND CAMSHAFT 2749 LEE AVE WNW 0 - 1/8 (0.117 mi.) D65 24 Facility Status: Historical
SPARTAN TERMITE CONT 9329 FERN ST SSW 0 - 1/8 (0.118 mi.) G66 24 HARBOR SEAL CO. 2755 LEE AVE WNW 0 - 1/8 (0.118 mi.) D67 24 Facility Status: Historical
CROWN EQUIPMENT AND 2645 LEE AVE WSW 0 - 1/8 (0.119 mi.) H68 25 Facility Status: Historical
W.H. ALIGOOD COMPANY 2645 LEE AVE WSW 0 - 1/8 (0.119 mi.) H69 25 Facility Status: Historical
GENERAL METAL ENGRAV 9254 GARVEY AVE WNW 1/8 - 1/4 (0.132 mi.) L74 26 Facility Status: Historical
CGK INC DBA PARADISE 9220 MABEL AVE W 1/8 - 1/4 (0.142 mi.) K78 27 Facility Status: Historical
C.W. COLE & CO. INC. 2560 ROSEMEAD BLVD SSE 1/8 - 1/4 (0.160 mi.) 82 28

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 21
Facility Status: Historical
TONEY’S AUTO ELECTRI 2547 ROSEMEAD BLVD SSE 1/8 - 1/4 (0.161 mi.) M83 28 MPH ELECTRONICS INC. 2660 LOMA AVE W 1/8 - 1/4 (0.171 mi.) 87 29 Facility Status: Historical
COATINGS RESOURCE CO 2552 LEE AVE SSW 1/8 - 1/4 (0.177 mi.) N88 29 Facility Status: Active
GUN DRILLING SPECIAL 2632 LOMA AVE WSW 1/8 - 1/4 (0.182 mi.) O89 30 Facility Status: Historical
SNYDER RESEARCH LABO 2535 ROSEMEAD BLVD S 1/8 - 1/4 (0.183 mi.) M90 30 Facility Status: Historical
LAWRENCE EQUIPMENT S 9231 FERN ST SW 1/8 - 1/4 (0.187 mi.) P91 30 TOPAZ PRECISION, INC 9229 FERN ST SW 1/8 - 1/4 (0.189 mi.) P92 30 Facility Status: Historical
PETE’S POLISH 2624 LOMA AVE WSW 1/8 - 1/4 (0.191 mi.) O93 30 Facility Status: Historical
RODRIGUEZ BROTHER’S 2542 LEE AVE SSW 1/8 - 1/4 (0.192 mi.) N94 31 A-AUTO SERVICE 2618 LOMA AVE WSW 1/8 - 1/4 (0.193 mi.) O95 31 Facility Status: Historical
IMPERIAL LAMINATORS 2620 LOMA AVE WSW 1/8 - 1/4 (0.194 mi.) O96 31 Facility Status: Historical
OLIVER MACHINE WORKS 9215 FERN ST SW 1/8 - 1/4 (0.202 mi.) P97 31 SUNSET LADDER CO 2526 NO ROSEMEAD BLV SSE 1/8 - 1/4 (0.207 mi.) M98 31 Facility Status: Historical
DON’S EQUIPMENT SERV 2623 LOMA AVE WSW 1/8 - 1/4 (0.211 mi.) O101 32 Facility Status: Historical
M - MACHINE 2516 LEE AVE SSW 1/8 - 1/4 (0.228 mi.) Q102 32 Facility Status: Historical
ABC DISTRIBUTING 2501 ROSEMEAD BLVD S 1/8 - 1/4 (0.230 mi.) R103 33 Facility Status: Historical
LORENZO AND SONS BOI 2512 LEE AVE SSW 1/8 - 1/4 (0.232 mi.) Q104 33 Facility Status: Historical
HARMONY METAL POLISH 2510 LEE AVE SSW 1/8 - 1/4 (0.233 mi.) Q105 33 Facility Status: Historical
SALVADOR T RANGEL JR 2557 LOMA AVE SW 1/8 - 1/4 (0.239 mi.) P107 34 Facility Status: Historical
DIATON INC 2544 LOMA AV SW 1/8 - 1/4 (0.241 mi.) S108 34 Facility Status: Historical
DON CONIGLIO, INC. 2563 LOMA AVE SW 1/8 - 1/4 (0.246 mi.) T111 34 Facility Status: Historical
JFC CUSTOM FURNITURE 2519 N LEE AVE SSW 1/8 - 1/4 (0.248 mi.) Q113 35 Facility Status: Historical
LA VICTORIA 9133 E GARVEY AVE WNW 1/8 - 1/4 (0.248 mi.) U115 35 Facility Status: Historical
LA VICTORIA FOODS IN 240 S SIXTH AVE WNW 1/8 - 1/4 (0.248 mi.) U116 36 Facility Status: Historical

EXECUTIVE SUMMARY
TC5597590.2s EXECUTIVE SUMMARY 22

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR Hist Auto: A review of the EDR Hist Auto list, as provided by EDR, has revealed that there are 2 EDR Hist Auto sites within approximately 0.125 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ TANIGUCHI JACK K 9401 GARVEY AVE N 0 - 1/8 (0.098 mi.) E40 18 Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SUPERIOR STD TRANSM 2637 ROSEMEAD BLVD SSE 0 - 1/8 (0.063 mi.) A16 13

EDR Inc. ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) Count: 4 records.

ROSEMEAD S114678649 ROSEMEAD MOVING CENTER 42551 ROSEMEAD BLVD N RGA LUSTROSEMEAD 1024688633 EMUHSD - ADULT SCHOOL ROSEMEAD CEN 4105 ROSEMEAD BLVD 91770 FINDSSOUTH EL MONTE S122853911 TED LEVINE DRUM - GROUNDWATER (SIT 1729,1807 AND 1817 CHICO AVENU 91733 CPS-SLICSOUTH EL MONTE S114725915 CALTRANS ROSEMEAD DS NE CORNER ROSEMEAD BLVD. AND G RGA LF TC5597590.2s Page 296

EDR Inc.
60 kV
2 8 0 2 8 0
2 8 0
2 8 0
2 8 0
2 4 0
2 4 0 240
2 4 0
2 4 0
2 4 0

EDR Inc.
240
240

EDR Inc.

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

STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL 1.000 1 0 0 0 NR 1
Proposed NPL 1.000 0 0 0 0 NR 0
NPL LIENS 0.001 0 NR NR NR NR 0
Federal Delisted NPL site list
Delisted NPL 1.000 0 0 0 0 NR 0
Federal CERCLIS list
FEDERAL FACILITY 0.500 0 0 0 NR NR 0
SEMS 0.500 1 0 1 NR NR 2
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE 0.500 0 0 0 NR NR 0
Federal RCRA CORRACTS facilities list
CORRACTS 1.000 0 0 0 0 NR 0
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF 0.500 0 0 0 NR NR 0
Federal RCRA generators list
RCRA-LQG 0.250 1 0 NR NR NR 1
RCRA-SQG 0.250 6 5 NR NR NR 11
RCRA-CESQG 0.250 0 1 NR NR NR 1
Federal institutional controls /
engineering controls registries
LUCIS 0.500 0 0 0 NR NR 0
US ENG CONTROLS 0.500 1 0 0 NR NR 1
US INST CONTROL 0.500 0 0 0 NR NR 0
Federal ERNS list
ERNS 0.001 0 NR NR NR NR 0
State- and tribal - equivalent NPL
RESPONSE 1.000 0 0 0 2 NR 2
State- and tribal - equivalent CERCLIS
ENVIROSTOR 1.000 0 0 1 9 NR 10
State and tribal landfill and/or
solid waste disposal site lists
SWF/LF 0.500 1 1 0 NR NR 2
State and tribal leaking storage tank lists
LUST 0.500 6 1 6 NR NR 13
TC5597590.2s Page 4

MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted INDIAN LUST 0.500 0 0 0 NR NR 0
CPS-SLIC 0.500 0 2 19 NR NR 21
State and tribal registered storage tank lists
FEMA UST 0.250 0 0 NR NR NR 0
UST 0.250 3 1 NR NR NR 4
AST 0.250 1 0 NR NR NR 1
INDIAN UST 0.250 0 0 NR NR NR 0
State and tribal voluntary cleanup sites
INDIAN VCP 0.500 0 0 0 NR NR 0
VCP 0.500 0 0 0 NR NR 0
State and tribal Brownfields sites
BROWNFIELDS 0.500 0 0 0 NR NR 0

ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS 0.500 0 0 0 NR NR 0
Local Lists of Landfill / Solid
Waste Disposal Sites
WMUDS/SWAT 0.500 0 0 0 NR NR 0
SWRCY 0.500 0 0 1 NR NR 1
HAULERS 0.001 0 NR NR NR NR 0
INDIAN ODI 0.500 0 0 0 NR NR 0
DEBRIS REGION 9 0.500 0 0 0 NR NR 0
ODI 0.500 0 0 0 NR NR 0
IHS OPEN DUMPS 0.500 0 0 0 NR NR 0
Local Lists of Hazardous waste /
Contaminated Sites
AOCONCERN 1.000 1 0 0 0 NR 1
US HIST CDL 0.001 0 NR NR NR NR 0
HIST Cal-Sites 1.000 0 0 0 1 NR 1
SCH 0.250 0 0 NR NR NR 0
CDL 0.001 0 NR NR NR NR 0
Toxic Pits 1.000 0 0 0 0 NR 0
CERS HAZ WASTE 0.250 0 0 NR NR NR 0
US CDL 0.001 0 NR NR NR NR 0
Local Lists of Registered Storage Tanks
SWEEPS UST 0.250 6 2 NR NR NR 8
HIST UST 0.250 4 4 NR NR NR 8
CA FID UST 0.250 0 0 NR NR NR 0
CERS TANKS 0.250 0 0 NR NR NR 0
Local Land Records
LIENS 0.001 0 NR NR NR NR 0
TC5597590.2s Page 5

MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted LIENS 2 0.001 0 NR NR NR NR 0
DEED 0.500 0 0 0 NR NR 0
Records of Emergency Release Reports
HMIRS 0.001 0 NR NR NR NR 0
CHMIRS 0.001 0 NR NR NR NR 0
LDS 0.001 0 NR NR NR NR 0
MCS 0.001 0 NR NR NR NR 0
SPILLS 90 0.001 0 NR NR NR NR 0
Other Ascertainable Records
RCRA NonGen / NLR 0.250 2 0 NR NR NR 2
FUDS 1.000 0 0 0 0 NR 0
DOD 1.000 0 0 0 0 NR 0
SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0
US FIN ASSUR 0.001 0 NR NR NR NR 0
EPA WATCH LIST 0.001 0 NR NR NR NR 0
2020 COR ACTION 0.250 0 0 NR NR NR 0
TSCA 0.001 0 NR NR NR NR 0
TRIS 0.001 0 NR NR NR NR 0
SSTS 0.001 0 NR NR NR NR 0
ROD 1.000 1 0 0 0 NR 1
RMP 0.001 0 NR NR NR NR 0
RAATS 0.001 0 NR NR NR NR 0
PRP 0.001 1 NR NR NR NR 1
PADS 0.001 0 NR NR NR NR 0
ICIS 0.001 0 NR NR NR NR 0
FTTS 0.001 0 NR NR NR NR 0
MLTS 0.001 0 NR NR NR NR 0
COAL ASH DOE 0.001 0 NR NR NR NR 0
COAL ASH EPA 0.500 0 0 0 NR NR 0
PCB TRANSFORMER 0.001 0 NR NR NR NR 0
RADINFO 0.001 0 NR NR NR NR 0
HIST FTTS 0.001 0 NR NR NR NR 0
DOT OPS 0.001 0 NR NR NR NR 0
CONSENT 1.000 1 0 0 0 NR 1
INDIAN RESERV 0.001 0 NR NR NR NR 0
FUSRAP 1.000 0 0 0 0 NR 0
UMTRA 0.500 0 0 0 NR NR 0
LEAD SMELTERS 0.001 0 NR NR NR NR 0
US AIRS 0.001 0 NR NR NR NR 0
US MINES 0.250 0 0 NR NR NR 0
ABANDONED MINES 0.001 0 NR NR NR NR 0
FINDS 0.001 1 NR NR NR NR 1
DOCKET HWC 0.001 0 NR NR NR NR 0
UXO 1.000 0 0 0 0 NR 0
ECHO 0.001 1 NR NR NR NR 1
FUELS PROGRAM 0.250 0 0 NR NR NR 0
CA BOND EXP. PLAN 1.000 0 0 0 0 NR 0
Cortese 0.500 0 0 0 NR NR 0
CUPA Listings 0.250 0 0 NR NR NR 0
TC5597590.2s Page 6

MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted DRYCLEANERS 0.250 0 0 NR NR NR 0
EMI 0.001 0 NR NR NR NR 0
ENF 0.001 0 NR NR NR NR 0
Financial Assurance 0.001 0 NR NR NR NR 0
HAZNET 0.001 0 NR NR NR NR 0
ICE 0.001 0 NR NR NR NR 0
HIST CORTESE 0.500 4 0 4 NR NR 8
LOS ANGELES CO. HMS 0.001 0 NR NR NR NR 0
HWP 1.000 0 0 0 1 NR 1
HWT 0.250 0 0 NR NR NR 0
MINES 0.001 0 NR NR NR NR 0
MWMP 0.250 0 0 NR NR NR 0
NPDES 0.001 0 NR NR NR NR 0
PEST LIC 0.001 0 NR NR NR NR 0
PROC 0.500 0 0 0 NR NR 0
Notify 65 1.000 0 0 0 1 NR 1
LA Co. Site Mitigation 0.001 0 NR NR NR NR 0
UIC 0.001 0 NR NR NR NR 0
UIC GEO 0.001 0 NR NR NR NR 0
WASTEWATER PITS 0.500 0 0 0 NR NR 0
WDS 0.001 0 NR NR NR NR 0
MILITARY PRIV SITES 0.001 0 NR NR NR NR 0
PROJECT 0.001 0 NR NR NR NR 0
WDR 0.001 0 NR NR NR NR 0
CIWQS 0.001 0 NR NR NR NR 0
CERS 0.001 0 NR NR NR NR 0
WIP 0.250 38 33 NR NR NR 71
NON-CASE INFO 0.001 0 NR NR NR NR 0
OTHER OIL GAS 0.001 0 NR NR NR NR 0
PROD WATER PONDS 0.001 0 NR NR NR NR 0
SAMPLING POINT 0.001 0 NR NR NR NR 0
WELL STIM PROJ 0.001 0 NR NR NR NR 0

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP 1.000 0 0 0 0 NR 0
EDR Hist Auto 0.125 2 NR NR NR NR 2
EDR Hist Cleaner 0.125 0 NR NR NR NR 0

EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF 0.001 0 NR NR NR NR 0
RGA LUST 0.001 0 NR NR NR NR 0
- Totals -- 0 83 50 32 14 0 179
TC5597590.2s Page 7

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

TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC5597590.2s Page 8

TC5597590.2s Page 9
A1 MSDS WIP S106765455
SSE 2643 ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.037 mi.
194 ft.

WIP
Facility Status: Historical
NPL SAN GABRIEL VALLEY (AREA 1) NPL 1000114959
Region PECK RD & REAL SEMS CAD980677355
EL MONTE, CA 91733 US ENG CONTROLS
Click here for full text details
< 1/8 ROD
1 ft. PRP

CONSENT
FINDS
ECHO
NPL
Cerclis ID:: 901951
EPA Id: CAD980677355
SEMS
Site ID: 0901951
EPA Id: CAD980677355

US ENG CONTROLS
EPA ID:: CAD980677355
EPA ID:: CAD980677355
ROD
EPA ID:: CAD980677355
FINDS
Registry ID:: 110009329538
ECHO
Registry ID: 110009329538
Areas of SAN GABRIEL VALLEY AOCONCERN CCA0000001
Concern N/A

ENE BALDWIN PARK, CA
Click here for full text details
< 1/8
36 ft.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 10
C6 MARTINEZ MATTRESS WIP S106765643
SW 2671 TROY AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.043 mi.
225 ft.

B5 SMOG CENTER WIP S106766102
ENE 2722 N BRUIN AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.042 mi.
224 ft.

WIP
Facility Status: Historical
A4 D & T SEWING FACTORY WIP S106766173
ESE 2700 BRUIN AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.041 mi.
218 ft.

WIP
Facility Status: Historical
B3 M & M’S CAR WORLD WIP S106766172
NNE 9414 E GARVEY AVE N/A
< 1/8 EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.040 mi.
212 ft.

WIP
Facility Status: Historical
A2 ELECTRO PLATE RACK CO. WIP S106765583
SSW 2640 TROY AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.038 mi.
200 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 11
B11 KARLS AUTO DETAIL SWEEPS UST U002279506
North 2750 ROSEMEAD BLVD LOS ANGELES CO. HMS N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.051 mi.
270 ft.

SWEEPS UST
Status: A
B10 XPRESS LUBE & REPAIR AST A100426295
North 2750 N ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.051 mi.
270 ft.

B9 THE LUBE JOB RCRA-SQG 1000857252
North 2750 ROSEMEAD BLVD FINDS CAD983624701
< 1/8 EL MONTE, CA 91733 ECHO
Relative:

Higher
Click here for full text details

0.051 mi.
270 ft.

RCRA-SQG
EPA Id: CAD983624701
FINDS
Registry ID:: 110006483144
ECHO
Registry ID: 110006483144
B8 FREDDIE MAC’S INC. WIP S106766099
NE 2740 N BRUIN AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.047 mi.
249 ft.

WIP
Facility Status: Historical
7 CO-OP BACKHOE WIP S106766167
East 2710 N BRUIN AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.044 mi.
230 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 12
B14 VILLA’S RADIATOR WIP S106766103
NE 2750 N BRUIN AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.055 mi.
290 ft.

WIP
Facility Status: Historical
C13 FRANK AND SMITH MASONRY RCRA-SQG 1001959889
SW 2639 TROY AVE FINDS CAR000065813
< 1/8 S EL MONTE, CA 91733 ECHO
Relative:

Lower
Click here for full text details

0.052 mi. HAZNET
276 ft.

RCRA-SQG
EPA Id: CAR000065813
FINDS
Registry ID:: 110002932783
ECHO
Registry ID: 110002932783
HAZNET
GEPAID: CAR000065813
B12 JAMES ANDRUSS’ PROPERTY WIP S102820792
North 2750 ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.051 mi.
270 ft.

WIP
Facility Status: Historical
KARLS AUTO DETAIL (Continued) U002279506
Tank Status: A
Comp Number: 4640
LOS ANGELES CO. HMS
Facility ID: 004471-I04640
Facility ID: 004471-004640
Facility Status: Closed
Facility Status: Removed
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 13
B19 CHEVRON #20-6008 (FORMER) LUST S103891215
NNE 9420 GARVEY AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.073 mi.
387 ft.

LUST
Status: Case Closed
Facility Id: R-04640
Global ID: T0603704648
B18 CHEVRON #20-6008 (FORMER LUST S102523280
NNE 9420 GARVEY HIST CORTESE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.073 mi.
387 ft.

LUST
Status: Completed - Case Closed
Global Id: T0603704648

HIST CORTESE
Reg Id: R-04640
A17 SUPERIOR AUTO PARTS & TRANSM. S106766003 WIP
SSE 2637 ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.063 mi.
335 ft.

WIP
Facility Status: Historical
A16 SUPERIOR STD TRANSM & REAR END 1021032618 EDR Hist Auto SSE 2637 ROSEMEAD BLVD N/A
< 1/8 EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.063 mi.
335 ft.

B15 WESTERN TRAILER SERVICE WIP S106766174
NE 2754 BRUIN AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.057 mi.
299 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 14
B24 MCWHIRTER REAL ESTATE CO SWEEPS UST S104537059
NE 9432 GARVEY AVE LOS ANGELES CO. HMS N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.081 mi.
428 ft.

SWEEPS UST
Status: A
Tank Status: A
Comp Number: 11450
B23 MCWHIRTER TEXACO.S.S. (FORMER) S103587519 LUST
NE 9432 GARVEY AVE E N/A
< 1/8 EL MONTE, CA 91731
Relative:

Higher
Click here for full text details

0.081 mi.
428 ft.

LUST
Status: Remedial action (cleanup) Underway
Status: Open - Remediation
Facility Id: I-11450
Global Id: T0603703801
Global ID: T0603703801
E22 JACK TANIGUCHI 14-879 HIST UST S113043637
North 9401 E GARVEY HAZNET N/A
< 1/8 EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.078 mi.
412 ft.

HAZNET
GEPAID: CAL000056278
E21 MOBIL #17-MWJ HIST CORTESE S101296128
North 9401 BROADWAY N/A
< 1/8 EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.077 mi.
409 ft.

HIST CORTESE
Reg Id: 000348
Reg Id: 348
D20 STERLING MACHINERY EXCHANGE WIP S106765998
NW 9310 GARVEY AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.075 mi.
398 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 15
A28 WIEZBISKI JOHN/JANET WIP S106766168
SSE 2656 ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.083 mi.
440 ft.

WIP
Facility Status: Historical
B27 M & M TEXACO HIST UST U001569364
NE 9432 GARVEY AVE N/A
< 1/8 SOUTH EL MONTE, CA 91731
Relative:

Higher
Click here for full text details

0.081 mi.
428 ft.

HIST UST
Facility Id: 00000021053
B26 MCWHIRTER TEXACO.S.S. (FO HIST CORTESE S110060708
NE 9432 GARVEY N/A
< 1/8 SOUTH EL MONTE, CA 91731
Relative:

Higher
Click here for full text details

0.081 mi.
428 ft.

HIST CORTESE
Reg Id: I-11450
B25 M AND M TEXACO HIST UST S118412552
NE 9432 GARVOY BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91731
Relative:

Higher
Click here for full text details

0.081 mi.
428 ft.

MCWHIRTER REAL ESTATE CO (Continued) S104537059
LOS ANGELES CO. HMS
Facility ID: 011413-011450
Facility Status: Removed
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 16
A33 VACATION ENTERPRISES WIP S106766060
SSE 2650 ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.085 mi.
448 ft.

WIP
Facility Status: Historical
A32 ROY’S BODY SHOP WIP S106766170
SSE 2656 ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.083 mi.
440 ft.

WIP
Facility Status: Historical
A31 A-WARE CHARTER WIP S106766171
SSE 2656 ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.083 mi.
440 ft.

WIP
Facility Status: Historical
A30 JOHN WIEZBISKI SWEEPS UST S102058935
SSE 2656 ROSEMEAD BLVD LOS ANGELES CO. HMS N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.083 mi.
440 ft.

SWEEPS UST
Status: A
Comp Number: 12932
LOS ANGELES CO. HMS
Facility ID: 012740-012932
Facility Status: Removed
A29 ON THE SPOT WIP S106766169
SSE 2656 ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.083 mi.
440 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 17
G38 KECK AND SCHMIDT TOOL AND DIE 1004675845 RCRA-SQG
SSW 2610 TROY AVE HAZNET CAR000077735
< 1/8 S EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.097 mi.
512 ft.

RCRA-SQG
EPA Id: CAR000077735
HAZNET
GEPAID: CAR000077735
G37 KECK & SCHMIDT TOOL & DIE SHOP S106765723 WIP
SSW 2610 TROY AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.097 mi.
512 ft.

F36 SBICCA OF CALIFORNIA WIP S106765954
SSE 2620 ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.096 mi.
506 ft.

WIP
Facility Status: Historical
E35 PERFORMANCE AUTO SALES SWEEPS UST S106765248
NNW 9327 GARVEY AVE WIP N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.095 mi.
502 ft.

SWEEPS UST
Status: A
Comp Number: 6589
WIP
Facility Status: Historical
A34 ADVANCE SCREW PRODUCTS WIP S106765328
SSE 2650 ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.085 mi.
448 ft.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 18
E43 EXXONMOBIL OIL CORP RCRA-LQG 1007200224
North 9401 E GARVEY AVE FINDS CAL000056278
< 1/8 EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.098 mi.
518 ft.

RCRA-LQG
EPA Id: CAL000056278
FINDS
Registry ID:: 110055787536
E42 MOBIL #18-MWJ UST U004271160
North 9401 GARVEY AVENUE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.098 mi.
518 ft.

E41 CIRCLE K STORES INC. SITE #2211227 U004265354 UST
North 9401 E GARVEY AVE N/A
< 1/8 EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.098 mi.
518 ft.

UST
Facility Id: LACoFA0012306
E40 TANIGUCHI JACK K EDR Hist Auto 1020620352
North 9401 GARVEY AVE N/A
< 1/8 EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.098 mi.
518 ft.

E39 MOBIL OIL CORP S/S #18-MWJ UST U004049256
North 9401 GARVEY AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.098 mi.
518 ft.

UST
Facility Id: 1946
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 19
E47 MOBIL OIL CO SWEEPS UST S104537056
North 9401 GARVEY AVE LOS ANGELES CO. HMS N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.098 mi.
518 ft.

SWEEPS UST
Status: A
Tank Status: A
Comp Number: 1946
LOS ANGELES CO. HMS
Facility ID: 001871-I01946
Facility Status: Removed
E46 MOBIL #18-MWJ LUST S109426509
North 9401 GARVEY AVE. N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.098 mi.
518 ft.

LUST
Status: Completed - Case Closed
Global Id: T0603758039
E45 JACK TANIGUCHI 14-879 HIST UST U001569470
North 9401 GARVEY AVE N/A
< 1/8 EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.098 mi.
518 ft.

HIST UST
Facility Id: 00000040055
E44 MOBIL #11-MW LUST S102433631
North 9401 GARVEY AVE E N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.098 mi.
518 ft.

LUST
Status: Case Closed
Facility Id: I-01946
Global ID: T0603702817
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 20
E50 CALTRANS ROSEMEAD DS SWF/LF S106079130
North NE CORNER ROSEMEAD BLVD. AND GARVEY AVE. N/A
< 1/8 SOUTH EL MONTE, CA
Relative:

Higher
Click here for full text details

0.100 mi.
529 ft.

SWF/LF
Operational Status: Closed
Regulation Status: Unpermitted
Facility ID: 19-AA-5066
H49 LA TRIM INC RCRA NonGen / NLR 1000594570
WSW 2638 LEE AVE FINDS CAD983584111
< 1/8 SOUTH EL MONTE, CA 91733 ECHO
Relative:

Lower
Click here for full text details

0.098 mi. LOS ANGELES CO. HMS
519 ft.

RCRA NonGen / NLR
EPA Id: CAD983584111
FINDS
Registry ID:: 110002845654
ECHO
Registry ID: 110002845654
LOS ANGELES CO. HMS
Facility ID: 008398-I08979
Facility Status: Closed
H48 BOLCO ATHLETIC CO., INC. EMI S106765425
WSW 2638 LEE AVE WIP N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.098 mi.
519 ft.

EMI
Facility Id: 69850
WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 21
J54 AM PUMPING INC RCRA NonGen / NLR 1000350206
NE 9452 E GARVEY AVE FINDS CAT080012776
< 1/8 SOUTH EL MONTE, CA 91733 ECHO
Relative:

Higher
Click here for full text details

0.106 mi.
562 ft.

RCRA NonGen / NLR
EPA Id: CAT080012776
FINDS
Registry ID:: 110006188017
ECHO
Registry ID: 110006188017
I53 LEISURE SHOE CO., INC WIP S106766100
ESE 2657 LASHBROOK AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
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0.103 mi.
544 ft.

WIP
Facility Status: Historical
F52 AAMEC CORP RCRA-SQG 1000200573
South 2611 ROSEMEAD BLVD FINDS CAD009660226
< 1/8 SOUTH EL MONTE, CA 91733 ECHO
Relative:

Lower
Click here for full text details

0.102 mi.
541 ft.

RCRA-SQG
EPA Id: CAD009660226
FINDS
Registry ID:: 110002637665
ECHO
Registry ID: 110002637665
F51 LUV MANUFACTURING WIP S106765311
South 2611 ROSEMEAD BLVD N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.102 mi.
541 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 22
I58 ROCAM, INC. WIP S106766101
ESE 2655 LASHBROOK AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
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0.107 mi.
564 ft.

WIP
Facility Status: Historical
J57 AM PUMPING INC. WIP S106765190
NE 9452 GARVEY AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
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0.106 mi.
562 ft.

WIP
Facility Status: Historical
J56 GARVEY AUTO AND TRUCK SUPPLY DBA 1000432150 RCRA-SQG NE 9452 GARVEY AVE FINDS CAD028124121
< 1/8 SOUTH EL MONTE, CA 91733 ECHO
Relative:

Higher
Click here for full text details

0.106 mi.
562 ft.

RCRA-SQG
EPA Id: CAD028124121
FINDS
Registry ID:: 110002640036
ECHO
Registry ID: 110002640036
J55 GARVEY AUTO AND TRUCK SUPPLY S106765227 WIP
NE 9452 GARVEY AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.106 mi.
562 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 23
H62 TRU-CUT GRINDING WIP S106766047
WSW 2651 LEE AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.113 mi.
599 ft.

WIP
Facility Status: Historical
H61 JUSTIN, INC. WIP S106765719
WSW 2663 LEE AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.112 mi.
590 ft.

WIP
Facility Status: Historical
K60 BIRKESTRAND, INC. WIP S106765420
West 2705 LEE AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.109 mi.
573 ft.

WIP
Facility Status: Historical
K59 BIRKESTRAND CO RCRA-SQG 1000269798
West 2705 LEE AVE FINDS CAD982488611
< 1/8 EL MONTE, CA 91733 ECHO
Relative:

Lower
Click here for full text details

0.109 mi.
573 ft.

RCRA-SQG
EPA Id: CAD982488611
FINDS
Registry ID:: 110008279344
ECHO
Registry ID: 110008279344
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 24
D67 HARBOR SEAL CO. WIP S106765661
WNW 2755 LEE AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.118 mi.
623 ft.

WIP
Facility Status: Historical
G66 SPARTAN TERMITE CONTROL WIP S106765983
SSW 9329 FERN ST N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.118 mi.
622 ft.

D65 DIAMOND CAMSHAFT WIP S106765824
WNW 2749 LEE AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.117 mi.
616 ft.

WIP
Facility Status: Historical
H64 VACANT BUILDING WIP S106765450
SW 2620 LEE AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.116 mi.
612 ft.

WIP
Facility Status: Historical
H63 ITAL CUSTOM CABINETS WIP S106765658
WSW 2651 LEE AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.113 mi.
599 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 25
L71 CHERNICK, BEN SWEEPS UST S106091139
WNW 2737 LEE AVE N/A
< 1/8 SOUTH EL MONTE, CA 90000
Relative:

Lower
Click here for full text details

0.120 mi.
635 ft.

SWEEPS UST
Comp Number: 14400
L70 BEN CHERNICK LUST S101296138
WNW 2737 LEE AVE HIST CORTESE N/A
< 1/8 EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.120 mi.
635 ft.

LUST
Status: Case Closed
Status: Completed - Case Closed
Facility Id: I-14400
Global Id: T0603704164
Global ID: T0603704164

HIST CORTESE
Reg Id: I-14400
H69 W.H. ALIGOOD COMPANY WIP S106765348
WSW 2645 LEE AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.119 mi.
628 ft.

WIP
Facility Status: Historical
H68 CROWN EQUIPMENT AND SUPPLY WIP S106765507
WSW 2645 LEE AVE N/A
< 1/8 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.119 mi.
628 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 26
H75 D T GRAPHICS RCRA-SQG 1000886266
SW 2621 LEE AVE FINDS CA0000134809
1/8-1/4 SOUTH EL MONTE, CA 91733 ECHO
Relative:

Lower
Click here for full text details

0.135 mi. HAZNET
715 ft.

RCRA-SQG
EPA Id: CA0000134809
FINDS
Registry ID:: 110002613878
ECHO
Registry ID: 110002613878
HAZNET
GEPAID: CA0000134809
L74 GENERAL METAL ENGRAVING WIP S106765628
WNW 9254 GARVEY AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.132 mi.
698 ft.

WIP
Facility Status: Historical
J73 FINE VALUE FURNITURE WIP S106766097
ENE 9468 E GARVEY AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.131 mi.
694 ft.

WIP
Facility Status: Historical
I72 YON MING AUTO CO., INC. WIP S102813900
ESE 2656 LASHBROOK AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.128 mi.
675 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 27
J79 UNITED TIRE AND AUTO CENTER WIP S106766056
NE 9505 GARVEY AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.155 mi.
820 ft.

K78 CGK INC DBA PARADISE STEEL HAZNET S106766040
West 9220 MABEL AVE WIP N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.142 mi.
751 ft.

HAZNET
GEPAID: CAL000412283
WIP
Facility Status: Historical
77 CALTRANS - ROSEMEAD DISPOSAL SITE S111075816 SWF/LF
NNW 3000 ROSEMEAD BOULEVARD N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.137 mi.
725 ft.

SWF/LF
Status: Closed
Site ID: 1892
I76 VANSCO CPS-SLIC S106484621
ESE 2652 LASHBROOK AVE WIP N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.137 mi.
723 ft.

CPS-SLIC
Facility Status: Open - Inactive
Global Id: SL603798811
Click here to access the California GeoTracker records for this facility WIP
Facility Status: Active
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 28
84 UNITED TIRE & AUTO CENTER WIP S106765430
NE 9501 GARVEY AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.166 mi.
879 ft.

WIP
Facility Status: Historical
M83 TONEY’S AUTO ELECTRIC WIP S106766033
SSE 2547 ROSEMEAD BLVD N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.161 mi.
848 ft.
82 C.W. COLE & CO. INC. WIP S106765482
SSE 2560 ROSEMEAD BLVD N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.160 mi.
845 ft.

WIP
Facility Status: Historical
J81 UNITED TIRE/BENEFICIAL FINANCE LUST S106669697
NE 9505 E GARVEY AVE LOS ANGELES CO. HMS N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.155 mi.
820 ft.

LUST
Status: Completed - Case Closed
Global Id: T0603724959
LOS ANGELES CO. HMS
Facility ID: 022633-031738
Facility Status: Removed
J80 UNITED TIRE\\BENEFICIAL FINANCE U004049590 UST
NE 9505 GARVEY AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.155 mi.
820 ft.

UST
Facility Id: 31738
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 29
N88 COATINGS RESOURCE CORP. CPS-SLIC S106484525
SSW 2552 LEE AVE WIP N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.177 mi.
935 ft.

CPS-SLIC
Facility Status: Open - Inactive
Global Id: SL603798709
Click here to access the California GeoTracker records for this facility WIP
Facility Status: Active
87 MPH ELECTRONICS INC. WIP S106765793
West 2660 LOMA AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.171 mi.
902 ft.

WIP
Facility Status: Historical
M86 TRIO CARBURETOR RCRA-SQG 1000596740
SSE 2545 ROSEMEAD BLVD FINDS CAD983607193
1/8-1/4 SOUTH EL MONTE, CA 91733 ECHO
Relative:

Lower
Click here for full text details

0.169 mi.
893 ft.

RCRA-SQG
EPA Id: CAD983607193
FINDS
Registry ID:: 110002861948
ECHO
Registry ID: 110002861948
N85 OK AUTO GROUP INC RCRA-CESQG 1018155024
SSW 2558 LEE AVE CAL000343623
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.166 mi.
879 ft.

RCRA-CESQG
EPA Id: CAL000343623
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 30
O93 PETE’S POLISH WIP S106765652
WSW 2624 LOMA AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.191 mi.
1009 ft.

WIP
Facility Status: Historical
P92 TOPAZ PRECISION, INC. WIP S106766038
SW 9229 FERN ST N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.189 mi.
996 ft.

WIP
Facility Status: Historical
P91 LAWRENCE EQUIPMENT SALES/SRVE. S106765737 WIP
SW 9231 FERN ST N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.187 mi.
986 ft.

M90 SNYDER RESEARCH LABORATORY S106765976 WIP
South 2535 ROSEMEAD BLVD N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.183 mi.
967 ft.

WIP
Facility Status: Historical
O89 GUN DRILLING SPECIALTIES INC. WIP S106765655
WSW 2632 LOMA AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.182 mi.
959 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 31
M98 SUNSET LADDER CO SWEEPS UST S102058838
SSE 2526 NO ROSEMEAD BLVD HIST UST N/A
1/8-1/4 SOUTH EL MONTE, CA 91733 LOS ANGELES CO. HMS
Relative:

Lower
Click here for full text details

0.207 mi. WIP
1094 ft.

SWEEPS UST
Status: A
Comp Number: 9157
LOS ANGELES CO. HMS
Facility ID: 009354-009157
Facility Status: Removed
WIP
P97 OLIVER MACHINE WORKS WIP S106765847
SW 9215 FERN ST N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.202 mi.
1066 ft.

O96 IMPERIAL LAMINATORS WIP S106765681
WSW 2620 LOMA AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.194 mi.
1024 ft.

WIP
Facility Status: Historical
O95 A-AUTO SERVICE WIP S106765304
WSW 2618 LOMA AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.193 mi.
1018 ft.

WIP
Facility Status: Historical
N94 RODRIGUEZ BROTHER’S DISPOSAL S106765931 WIP
SSW 2542 LEE AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.192 mi.
1014 ft.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 32
Q102 M - MACHINE WIP S106765749
SSW 2516 LEE AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.228 mi.
1204 ft.

WIP
Facility Status: Historical
O101 DON’S EQUIPMENT SERVICE WIP S106765541
WSW 2623 LOMA AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.211 mi.
1112 ft.

WIP
Facility Status: Historical
N100 DAY-GLO COLOR CORP RCRA-SQG 1000138891
SSW 2552 N LEE AVE EMI CAD000043158
1/8-1/4 SOUTH EL MONTE, CA 91733 LOS ANGELES CO. HMS
Relative:

Lower
Click here for full text details

0.208 mi.
1098 ft.

RCRA-SQG
EPA Id: CAD000043158
EMI
Facility Id: 53081
LOS ANGELES CO. HMS
Facility ID: 000565-I00568
Facility Status: Closed
M99 SUNSET LADDER CO HIST UST U001569501
SSE 2526 ROSEMEAD BLVD N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.207 mi.
1094 ft.

HIST UST
Facility Id: 00000041161
SUNSET LADDER CO (Continued) S102058838
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 33
Q106 HARMONY METAL FINISHING RCRA-SQG 1000301905
SSW 2510 LEE AVE FINDS CAD009635764
1/8-1/4 EL MONTE, CA 91733 ECHO
Relative:

Lower
Click here for full text details

0.233 mi.
1231 ft.

RCRA-SQG
EPA Id: CAD009635764
FINDS
Registry ID:: 110002637503
ECHO
Registry ID: 110002637503
Q105 HARMONY METAL POLISHING WIP S106765662
SSW 2510 LEE AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.233 mi.
1231 ft.

WIP
Facility Status: Historical
Q104 LORENZO AND SONS BOILER GASKET S106765747 WIP
SSW 2512 LEE AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.232 mi.
1225 ft.

WIP
Facility Status: Historical
R103 ABC DISTRIBUTING WIP S106765314
South 2501 ROSEMEAD BLVD N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.230 mi.
1216 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 34
T111 DON CONIGLIO, INC. WIP S106765493
SW 2563 LOMA AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.246 mi.
1299 ft.

WIP
Facility Status: Historical
110 VACANT BUILDING WIP S106765592
ENE 9549 GARVEY AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.242 mi.
1280 ft.

WIP
Facility Status: Historical
S109 STANLEY PEST CONTROL SWEEPS UST S106932542
SW 2555 LOMA AVE PEST LIC N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.242 mi.
1276 ft.

SWEEPS UST
Comp Number: 14750
S108 DIATON INC EMI S106765849
SW 2544 LOMA AV WIP N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.241 mi.
1275 ft.

EMI
Facility Id: 1122
WIP
Facility Status: Historical
P107 SALVADOR T RANGEL JR PEST LIC S106765488
SW 2557 LOMA AVE WIP N/A
1/8-1/4 S EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.239 mi.
1262 ft.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 35
U115 LA VICTORIA WDS S104539261
WNW 9133 E GARVEY AVE WIP N/A
1/8-1/4 ROSEMEAD, CA 91770
Relative:

Lower
Click here for full text details

0.248 mi.
1309 ft.

WDS
Facility Id: 4 19I002168
Facility Status: Active - Any facility with a continuous or seasonal discharge that is under Waste Discharge Requirements.

WIP
Facility Status: Historical
U114 LA VICTORIA FOODS HIST UST S118412147
WNW 9133 E GARVY AVENUE N/A
1/8-1/4 ROSEMEAD, CA 91770
Relative:

Lower
Click here for full text details

0.248 mi.
1309 ft.

Q113 JFC CUSTOM FURNITURE REFINISH S106765708 WIP
SSW 2519 N LEE AVE N/A
1/8-1/4 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.248 mi.
1307 ft.

WIP
Facility Status: Historical
T112 DON CONIGLIO CO INC RCRA-SQG 1000886380
SW 2563 LOMA AVE FINDS CA0000203430
1/8-1/4 SOUTH EL MONTE, CA 91733 ECHO
Relative:

Lower
Click here for full text details

0.246 mi. LOS ANGELES CO. HMS
1299 ft.

RCRA-SQG
EPA Id: CA0000203430
FINDS
Registry ID:: 110070299328
Registry ID:: 110002615527
ECHO
Registry ID: 110002615527
LOS ANGELES CO. HMS
Facility ID: 001778-I01853
Facility Status: Closed
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 36
R118 CHAMP CORP CPS-SLIC S102058814
SSE 2500 ROSEMEAD BLVD SWEEPS UST N/A
1/4-1/2 SOUTH EL MONTE, CA 91733 LOS ANGELES CO. HMS
Relative:

Lower
Click here for full text details

0.257 mi. WIP
1355 ft.

CPS-SLIC
Facility Status: Open - Inactive
Global Id: SL603798705
Click here to access the California GeoTracker records for this facility

SWEEPS UST
Status: A
Tank Status: A
Comp Number: 9430
LOS ANGELES CO. HMS
Facility ID: 009603-009430
Facility Status: Removed
WIP
R117 CHAMP CORP. LUST S101298162
SSE 2500 ROSEMEAD BLVD N HIST CORTESE N/A
1/4-1/2 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.257 mi.
1355 ft.

LUST
Status: Case Closed
Status: Completed - Case Closed
Facility Id: I-09430
Global Id: T0603703419
Global ID: T0603703419

HIST CORTESE
Reg Id: I-09430
U116 LA VICTORIA FOODS INC HIST UST 1000432907
WNW 240 S SIXTH AVE WIP N/A
1/8-1/4 CITY OF INDUSTRY (CORPORATE NA, CA 91746
Relative:

Lower
Click here for full text details

0.248 mi.
1309 ft.

HIST UST
Facility Id: 00000047138
WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 37
121 LAUR METALS CO SWRCY S107137228
ENE 9566 GARVEY AVE N/A
1/4-1/2 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.268 mi.
1415 ft.

SWRCY
Cert Id: RC10053
V120 HUBBLE SPECIALTY PRINTING CPS-SLIC S106484633
North 9300 WHITMORE ST WIP N/A
1/4-1/2 EL MONTE, CA 91731
Relative:

Lower
Click here for full text details

0.266 mi.
1402 ft.

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798824
Click here to access the California GeoTracker records for this facility WIP
Facility Status: Active
119 TODD PIPE AND SUPPLY CO. CPS-SLIC S102791431
NNW 3154 ROSEMEAD BLVD. SWEEPS UST N/A
1/4-1/2 EL MONTE, CA 91706 WIP
Relative:

Higher
Click here for full text details

0.261 mi.
1379 ft.

CPS-SLIC
Facility Status: Open - Site Assessment
Global Id: SL603798747
Click here to access the California GeoTracker records for this facility

SWEEPS UST
Status: A
Comp Number: 14456
WIP
Facility Status: Active
CHAMP CORP (Continued) S102058814
Facility Status: Active
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 38
Q124 MARGE WARNER LUST S102058786
SSW 2459 LEE HIST CORTESE N/A
1/4-1/2 SOUTH EL MONTE, CA 91733 LOS ANGELES CO. HMS
Relative:

Lower
Click here for full text details

0.280 mi.
1479 ft.

LUST
Status: Case Closed
Status: Completed - Case Closed
Facility Id: I-23117
Global Id: T0603704498
Global ID: T0603704498

HIST CORTESE
Reg Id: I-23117
LOS ANGELES CO. HMS
V123 JAN & SCHUYLER COMPANY CPS-SLIC S106484590
North 9240 WHITMORE ST WIP N/A
1/4-1/2 EL MONTE, CA 91731
Relative:

Higher
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0.273 mi.
1440 ft.

CPS-SLIC
Facility Status: Open - Inactive
Global Id: SL603798780
Click here to access the California GeoTracker records for this facility WIP
Facility Status: Active
R122 HOOTER BROS ENAMELING CO INC 1000401436 RCRA-SQG
SSE 2460 N ROSEMEAD BLVD CPS-SLIC CAD008337289
1/4-1/2 SOUTH EL MONTE, CA 91733 EMI
Relative:

Lower
Click here for full text details

0.271 mi.
1433 ft.

RCRA-SQG
EPA Id: CAD008337289

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798716
Click here to access the California GeoTracker records for this facility EMI
Facility Id: 125315
Facility Id: 53687
Map ID MAP FINDINGS
Direction
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TC5597590.2s Page 39
W126 ROSEMEAD SPRINGS BUSINESS CTR U001569380 CPS-SLIC
NNW 9231 WHITMORE ST SWEEPS UST N/A
1/4-1/2 EL MONTE, CA 91731 HIST UST
Relative:

Higher
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0.302 mi. WIP
1593 ft.

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798818
Click here to access the California GeoTracker records for this facility

SWEEPS UST
Status: A
Comp Number: 13567

HIST UST
Facility Id: 00000041468
WIP
Facility Status: Historical
Facility Status: Active
V125 SOUTHERN CALIFORNIA GAS CO. CPS-SLIC S106484627
North 9407 WHITMORE ST WIP N/A
1/4-1/2 EL MONTE, CA 91731
Relative:

Higher
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0.289 mi.
1525 ft.

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798817
Click here to access the California GeoTracker records for this facility WIP
Facility Status: Historical
MARGE WARNER (Continued) S102058786
Facility ID: 013729-023117
Facility Status: Removed
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
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TC5597590.2s Page 40
128 VAGA INDUSTRIES RCRA-LQG 1000142725
SW 2505 LOMA AVE ENVIROSTOR CAD009693904
1/4-1/2 SOUTH EL MONTE, CA 91733 SWEEPS UST
Relative:

Lower
Click here for full text details

0.322 mi. HIST UST
1698 ft. ICIS
FINDS
ECHO
EMI
LOS ANGELES CO. HMS
WIP

RCRA-LQG
EPA Id: CAD009693904

ENVIROSTOR
Facility Id: 71002320
Status: Refer: Other Agency

SWEEPS UST
Status: A
Comp Number: 6694

HIST UST
Facility Id: 00000041313
ICIS
FRS ID:: 110000782305
FINDS
Registry ID:: 110000782305
ECHO
Registry ID: 110000782305
EMI
W127 GLENBOROUGH CORP./SO. CAL GAS S106484642 CPS-SLIC
NNW 3200 ROSEMEAD BLVD WIP N/A
1/4-1/2 EL MONTE, CA 91731
Relative:

Higher
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0.318 mi.
1678 ft.

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798834
Click here to access the California GeoTracker records for this facility WIP
Facility Status: Active
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
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TC5597590.2s Page 41
131 FORMER JAB HOLDINGS INC. CPS-SLIC S102003949
North 9401 EAST WHITMORE STREET EMI N/A
1/4-1/2 EL MONTE, CA 91731 ENF
Relative:

Higher
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0.343 mi. CIWQS
1811 ft. WIP

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603792647
130 BROADWAY PLASTIC SEMS 1019328252
South 2423 N. TROY AVE. CAN000903570
1/4-1/2 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.336 mi.
1774 ft.
129 MARGE CARSON INC CPS-SLIC 1001615085
West 9056 E GARVEY AV EMI N/A
1/4-1/2 ROSEMEAD, CA 91770 WIP
Relative:

Lower
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0.327 mi.
1725 ft.

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798819
Click here to access the California GeoTracker records for this facility EMI
Facility Id: 24226
WIP
Facility Status: Backlog
Facility Status: Historical
VAGA INDUSTRIES (Continued) 1000142725
Facility Id: 15707
LOS ANGELES CO. HMS
Facility ID: 006474-I06694
Facility ID: 006474-006694
Facility Status: Closed
Facility Status: Removed
WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 42
133 PAUL PACIFIC PLUMBING CPS-SLIC S106766187
SE 2463 CHICO AVE WIP N/A
1/4-1/2 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.368 mi.
1944 ft.

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798827
Click here to access the California GeoTracker records for this facility WIP
Facility Status: Historical
132 HYDE ENGINEERING CORP. CPS-SLIC S106484586
South 2428 ROSEMEAD BLVD WIP N/A
1/4-1/2 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.345 mi.
1821 ft.

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798776
Click here to access the California GeoTracker records for this facility WIP
Facility Status: Backlog
FORMER JAB HOLDINGS INC. (Continued) S102003949
Click here to access the California GeoTracker records for this facility EMI
Facility Id: 1070
ENF
Status: Active
Facility Id: 233260
Status: Historical
WIP
Facility Status: Backlog
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 43
X135 ZACKY FOODS CO LUST S111711317
SSW 2325 LOMA AVE N N/A
1/4-1/2 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.442 mi.
2336 ft.

LUST
Status: Completed - Case Closed
Global Id: T0603792888
134 APPLIED COATINGS LININGS INC CPS-SLIC S101618881
NNW 3224 N ROSEMEAD BLVD SWEEPS UST N/A
1/4-1/2 EL MONTE, CA 91731 HIST UST
Relative:

Higher
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0.396 mi. CA FID UST
2091 ft. LOS ANGELES CO. HMS
NPDES
CIWQS
WIP

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798724
Click here to access the California GeoTracker records for this facility

SWEEPS UST
Status: A
Comp Number: 9190

CA FID UST
Status: A
Facility Id: 19029057
LOS ANGELES CO. HMS
Facility ID: 009383-009190
Facility Status: Removed
NPDES
Facility Status: Active
WIP
Facility Status: Active
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 44
Y137 DURHAM TRANSPORTATION CPS-SLIC S100872739
West 2713 RIVER ENF N/A
1/4-1/2 ROSEMEAD, CA 91770 HIST CORTESE
Relative:

Lower
Click here for full text details

0.444 mi.
2345 ft.

CPS-SLIC
Facility Status: Open - Site Assessment
Global Id: SL603798825
Click here to access the California GeoTracker records for this facility ENF
Status: Historical
Facility Id: 221679
Status: Historical
X136 ZACKY FARMS RCRA-SQG 1000273364
SSW 2325 S LOMA ST LUST CAD981672876
1/4-1/2 EL MONTE, CA 91733 SWEEPS UST
Relative:

Lower
Click here for full text details

0.442 mi. HIST UST
2336 ft. FINDS
ECHO
WDS

RCRA-SQG
EPA Id: CAD981672876
LUST
Status: Leak being confirmed
Facility Id: R-03835
Global ID: T0603792888

SWEEPS UST
Status: A
Tank Status: A
Comp Number: 3835

HIST UST
Facility Id: 00000055932
FINDS
Registry ID:: 110002745281
ECHO
Registry ID: 110002745281
WDS
Facility Id: 4 19I004628
Facility Status: Active - Any facility with a continuous or seasonal discharge that is under Waste Discharge Requirements.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 45
Z140 MONTEREY CASKET CO INC CPS-SLIC S103978278
SE 2404 CHICO AVE EMI N/A
1/4-1/2 SOUTH EL MONTE, CA 91733 WIP
Relative:

Lower
Click here for full text details

0.468 mi.
2470 ft.

CPS-SLIC
Facility Status: Open - Inactive
Global Id: SL603798826
Click here to access the California GeoTracker records for this facility EMI
Facility Id: 44504
WIP
Facility Status: Active
Z139 RAYPACK, INC. CPS-SLIC S118504566
SE 2410 & 2416 CHICO AVE. N/A
1/4-1/2 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.452 mi.
2385 ft.

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798771
Click here to access the California GeoTracker records for this facility Y138 RUSSELL TRANSPORTATION INC. LUST S101297884
West 2713 RIVER AVE N N/A
1/4-1/2 ROSEMEAD, CA 91770
Relative:

Lower
Click here for full text details

0.444 mi.
2345 ft.

LUST
Status: Pollution Characterization
Facility Id: 917700016
Global ID: T0603702642
DURHAM TRANSPORTATION (Continued) S100872739

HIST CORTESE
Reg Id: 917700016
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 46
AA144 DITTY CONTAINER RCRA-SQG 1000249956
South 2200 N ROSEMEAD BLVD LUST CAD028126977
1/4-1/2 SOUTH EL MONTE, CA 91733 HIST UST
Relative:

Lower
Click here for full text details

0.494 mi. ICIS
2610 ft. US AIRS
FINDS
ECHO

RCRA-SQG
EPA Id: CAD028126977
LUST
Status: Pollution Characterization
Facility Id: 107.0266
Global ID: T0603700161

HIST UST
AA143 PACIFIC COAST DRUM COMPAN HIST CORTESE S101298161 South 2200 ROSEMEAD N/A
1/4-1/2 SOUTH EL MONTE, CA 91773
Relative:

Lower
Click here for full text details

0.494 mi.
2610 ft.

HIST CORTESE
Reg Id: 107.0266
142 RAYMOND DOLLAR CORP. CPS-SLIC S101539838
South 2206 TROY N/A
1/4-1/2 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.485 mi.
2559 ft.

CPS-SLIC
Facility Status: No further action required
Z141 SILVER STREAK TRAILER COMPANY S106484617 CPS-SLIC
SE 2319 CHICO AVE. WIP N/A
1/4-1/2 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.469 mi.
2475 ft.

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798807
Click here to access the California GeoTracker records for this facility WIP
Facility Status: Active
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
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TC5597590.2s Page 47
147 MICRO GAGE INC RCRA-SQG 1000365891
NNE 9537 TELSTAR AVE ENVIROSTOR CAD066248287
1/2-1 EL MONTE, CA 91731 CPS-SLIC
Relative:

Higher
Click here for full text details

0.577 mi. FINDS
3049 ft. ECHO
HAZNET
WIP

RCRA-SQG
EPA Id: CAD066248287

ENVIROSTOR
Facility Id: 71002529
146 UNKNOWN Notify 65 S100178007

NNW C/O AEROJET & TELSTAR N/A
1/2-1 EL MONTE, CA
Relative:

Higher
Click here for full text details

0.551 mi.
2910 ft.

AA145 PACIFIC COAST DRUM COMPANY CPS-SLIC S108753642
South 2200 N. ROSEMEAD BLVD. N/A
1/4-1/2 SOUTH EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.494 mi.
2610 ft.

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798723
Click here to access the California GeoTracker records for this facility DITTY CONTAINER (Continued) 1000249956
Facility Id: 00000020986
ICIS
FRS ID:: 110009529616

US AIRS
EPA plant ID:: 110009529616
FINDS
Registry ID:: 110009529616
ECHO
Registry ID: 110009529616
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 48
149 JENCO PLATING INC. RCRA-LQG 1000177592
SSE 9536 E. RUSH ST. ENVIROSTOR CAD981450562
1/2-1 SOUTH EL MONTE, CA 91733 HIST UST
Relative:

Lower
Click here for full text details

0.677 mi. EMI
3577 ft. LOS ANGELES CO. HMS
NPDES
WDS
CIWQS
WIP

RCRA-LQG
EPA Id: CAD981450562

ENVIROSTOR
148 BOER GRAPHICS (ROBERT GRAPHIC ARTS) S109467235 ENVIROSTOR South 9323 RUSH ST HWP N/A
1/2-1 S EL MONTE, CA 91733
Relative:

Lower
Click here for full text details

0.590 mi.
3115 ft.

ENVIROSTOR
Facility Id: 80001533
Status: Inactive - Needs Evaluation
HWP
EPA Id: CAD008246746
Cleanup Status: PROTECTIVE FILER
MICRO GAGE INC (Continued) 1000365891
Status: Refer: Other Agency

CPS-SLIC
Facility Status: Completed - Case Closed
Global Id: SL603798792
Click here to access the California GeoTracker records for this facility FINDS
Registry ID:: 110002654805
ECHO
Registry ID: 110002654805
HAZNET
GEPAID: CAD066248287
WIP
Facility Status: Historical
Facility Status: Active
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 49
150 SARGENT FLETCHER INC RCRA-LQG 1000233728
North 9400 E FLAIR DRIVE ENVIROSTOR CAD008322737
1/2-1 EL MONTE, CA 91731 SWEEPS UST
Relative:

Higher
Click here for full text details

0.709 mi. HIST UST
3742 ft. CA FID UST
EMI
LOS ANGELES CO. HMS
LA Co. Site Mitigation
CIWQS

RCRA-LQG
EPA Id: CAD008322737

ENVIROSTOR
Facility Id: 71002188
Status: Refer: Other Agency

SWEEPS UST
Status: A
Tank Status: A
Comp Number: 9078

CA FID UST
Status: A
JENCO PLATING INC. (Continued) 1000177592
Facility Id: 71002854
Status: Refer: Other Agency

HIST UST
Facility Id: 00000055685
EMI
Facility Id: 62852
LOS ANGELES CO. HMS
Facility ID: 003098-I03209
Facility Status: Closed
NPDES
Facility Status: Active
WDS
Facility Id: 4 19I001469
Facility Status: Active - Any facility with a continuous or seasonal discharge that is under Waste Discharge Requirements.

WIP
Facility Status: Historical
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 50
AB152 ALUM-A-COAT ENVIROSTOR S122221898
ESE 9859 E. KALE STREET N/A
1/2-1 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.710 mi.
3751 ft.

ENVIROSTOR
Facility Id: 71003529
Status: Refer: Other Agency
151 AEROJET GENERAL CORP. RESPONSE S107143058
NNW 9100 FLAIR DRIVE ENVIROSTOR N/A
1/2-1 EL MONTE, CA 91731 Cortese
Relative:

Higher
Click here for full text details

0.710 mi.
3751 ft.

RESPONSE
Status: Active
Facility Id: 60000742

ENVIROSTOR
Facility Id: 60000742
Status: Active
Cortese
Envirostor Id: 60000742
Cleanup Status: ACTIVE
SARGENT FLETCHER INC (Continued) 1000233728
Facility Id: 19003209
EMI
Facility Id: 103888
Facility Id: 15549
LOS ANGELES CO. HMS
Facility ID: 009277-009078
Facility Status: Removed
LA Co. Site Mitigation
Facility Id: FA0010777
Site ID: SD0012041
Case ID: RO0012041
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

TC5597590.2s Page 51
155 EL MONTE DISPOSAL SERVICE RESPONSE S100351189

SE STORAGE YARD, MAPLE CANYON ENVIROSTOR N/A
1/2-1 SOUTH EL MONTE, CA 91732 HIST Cal-Sites
Relative:

Higher
Click here for full text details

0.913 mi.
4823 ft.

RESPONSE
Status: Certified
Facility Id: 19490219

ENVIROSTOR
Facility Id: 19490219
Status: Certified
154 COOPER DRUM COMPANY ENVIROSTOR 1000594211
SSE 9630 EL POCHE ENF N/A
1/2-1 SOUTH EL MONTE, CA 91733 WIP
Relative:

Lower
Click here for full text details

0.833 mi.
4396 ft.

ENVIROSTOR
Facility Id: 19500245
Status: Refer: RWQCB
ENF
Status: Historical
Facility Id: 215655
Status: Historical
WIP
Facility Status: Historical
AB153 ALUM-A-COAT INC ENVIROSTOR S122221852
ESE 2439 SEAMAN AVENUE N/A
1/2-1 SOUTH EL MONTE, CA 91733
Relative:

Higher
Click here for full text details

0.741 mi.
3912 ft.

ENVIROSTOR
Facility Id: 19340725
Status: Refer: Other Agency
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

EDR Inc.

CA AST Aboveground Petroleum Storage Tank Facilities California Environmental Protection Agency 07/06/2016 07/12/2016 09/19/2016CA BROWNFIELDS Considered Brownfieds Sites Listing State Water Resources Control Board 12/20/2018 12/21/2018 02/28/2019CA CA BOND EXP. PLAN Bond Expenditure Plan Department of Health Services 01/01/1989 07/27/1994 08/02/1994CA CA FID UST Facility Inventory Database California Environmental Protection Agency 10/31/1994 09/05/1995 09/29/1995CA CDL Clandestine Drug Labs Department of Toxic Substances Control 12/31/2017 06/12/2018 08/06/2018CA CERS CalEPA Regulated Site Portal Data California Environmental Protection Agency 10/22/2018 10/23/2018 11/30/2018CA CERS HAZ WASTE CERS HAZ WASTE CalEPA 10/22/2018 10/23/2018 11/30/2018CA CERS TANKS California Environmental Reporting System (CERS) Tanks California Environmental Protection Agency 10/22/2018 10/23/2018 11/30/2018CA CHMIRS California Hazardous Material Incident Report System Office of Emergency Services 10/24/2018 01/24/2019 03/05/2019CA CIWQS California Integrated Water Quality System State Water Resources Control Board 12/03/2018 12/04/2018 01/11/2019CA CORTESE "Cortese" Hazardous Waste & Substances Sites List CAL EPA/Office of Emergency Information 12/20/2018 12/21/2018 02/28/2019CA CPS-SLIC Statewide SLIC Cases (GEOTRACKER) State Water Resources Control Board 12/10/2018 12/11/2018 01/15/2019CA CUPA LIVERMORE-PLEASANTON CUPA Facility Listing Livermore-Pleasanton Fire Department 08/28/2018 08/30/2018 11/01/2018CA CUPA SAN FRANCISCO CO CUPA Facility Listing San Francisco County Department of Environmen 09/11/2018 09/12/2018 09/19/2018CA DEED Deed Restriction Listing DTSC and SWRCB 12/03/2018 12/05/2018 01/11/2019CA DRYCLEAN AVAQMD Antelope Valley Air Quality Management District Drycleaner L Antelope Valley Air Quality Management Distri 11/13/2018 12/04/2018 01/15/2019CA DRYCLEAN SOUTH COAST South Coast Air Quality Management District Drycleaner Listi South Coast Air Quality Management District 10/04/2018 10/05/2018 11/01/2018CA DRYCLEANERS Cleaner Facilities Department of Toxic Substance Control 12/13/2018 01/17/2019 03/05/2019CA EMI Emissions Inventory Data California Air Resources Board 12/31/2017 06/20/2018 08/06/2018CA ENF Enforcement Action Listing State Water Resoruces Control Board 11/01/2018 11/02/2018 12/13/2018CA ENVIROSTOR EnviroStor Database Department of Toxic Substances Control 01/28/2019 01/29/2019 03/05/2019CA Financial Assurance 1 Financial Assurance Information Listing Department of Toxic Substances Control 01/10/2019 01/23/2019 03/05/2019CA Financial Assurance 2 Financial Assurance Information Listing California Integrated Waste Management Board 02/15/2019 02/19/2019 03/05/2019CA HAULERS Registered Waste Tire Haulers Listing Integrated Waste Management Board 09/26/2018 09/28/2018 11/01/2018CA HAZNET Facility and Manifest Data California Environmental Protection Agency 12/31/2017 10/10/2018 11/16/2018CA HIST CAL-SITES Calsites Database Department of Toxic Substance Control 08/08/2005 08/03/2006 08/24/2006CA HIST CORTESE Hazardous Waste & Substance Site List Department of Toxic Substances Control 04/01/2001 01/22/2009 04/08/2009CA HIST UST Hazardous Substance Storage Container Database State Water Resources Control Board 10/15/1990 01/25/1991 02/12/1991CA HWP EnviroStor Permitted Facilities Listing Department of Toxic Substances Control 02/19/2019 02/20/2019 03/05/2019CA HWT Registered Hazardous Waste Transporter Database Department of Toxic Substances Control 01/07/2019 01/08/2019 03/05/2019CA ICE ICE Department of Toxic Subsances Control 02/19/2019 02/20/2019 03/05/2019CA LDS Land Disposal Sites Listing (GEOTRACKER) State Water Qualilty Control Board 12/10/2018 12/11/2018 01/15/2019CA LIENS Environmental Liens Listing Department of Toxic Substances Control 11/29/2018 12/04/2018 01/11/2019CA LUST Leaking Underground Fuel Tank Report (GEOTRACKER) State Water Resources Control Board 12/10/2018 12/11/2018 01/15/2019CA LUST REG 1 Active Toxic Site Investigation California Regional Water Quality Control Boa 02/01/2001 02/28/2001 03/29/2001CA LUST REG 2 Fuel Leak List California Regional Water Quality Control Boa 09/30/2004 10/20/2004 11/19/2004CA LUST REG 3 Leaking Underground Storage Tank Database California Regional Water Quality Control Boa 05/19/2003 05/19/2003 06/02/2003CA LUST REG 4 Underground Storage Tank Leak List California Regional Water Quality Control Boa 09/07/2004 09/07/2004 10/12/2004CA LUST REG 5 Leaking Underground Storage Tank Database California Regional Water Quality Control Boa 07/01/2008 07/22/2008 07/31/2008CA LUST REG 6L Leaking Underground Storage Tank Case Listing California Regional Water Quality Control Boa 09/09/2003 09/10/2003 10/07/2003CA LUST REG 6V Leaking Underground Storage Tank Case Listing California Regional Water Quality Control Boa 06/07/2005 06/07/2005 06/29/2005CA LUST REG 7 Leaking Underground Storage Tank Case Listing California Regional Water Quality Control Boa 02/26/2004 02/26/2004 03/24/2004CA LUST REG 8 Leaking Underground Storage Tanks California Regional Water Quality Control Boa 02/14/2005 02/15/2005 03/28/2005CA LUST REG 9 Leaking Underground Storage Tank Report California Regional Water Quality Control Boa 03/01/2001 04/23/2001 05/21/2001CA MCS Military Cleanup Sites Listing (GEOTRACKER) State Water Resources Control Board 12/10/2018 12/11/2018 01/15/2019CA MILITARY PRIV SITES Military Privatized Sites (GEOTRACKER) State Water Resources Control Board 12/10/2018 12/11/2018 01/15/2019CA MILITARY UST SITES Military UST Sites (GEOTRACKER) State Water Resources Control Board 12/10/2018 12/11/2018 01/15/2019 TC5597590.2s Page GR-1

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CA MINES Mines Site Location Listing Department of Conservation 12/10/2018 12/12/2018 01/15/2019 CA MWMP Medical Waste Management Program Listing Department of Public Health 11/09/2018 12/05/2018 01/11/2019CA NON-CASE INFO Non-Case Information Sites (GEOTRACKER) State Water Resources Control Board 12/10/2018 12/11/2018 01/15/2019CA NOTIFY 65 Proposition 65 Records State Water Resources Control Board 09/19/2018 09/20/2018 10/19/2018CA NPDES NPDES Permits Listing State Water Resources Control Board 02/11/2019 02/12/2019 03/07/2019CA OTHER OIL GAS Other Oil & Gas Projects Sites (GEOTRACKER) State Water Resources Control Board 12/10/2018 12/11/2018 01/15/2019CA PEST LIC Pesticide Regulation Licenses Listing Department of Pesticide Regulation 12/03/2018 12/05/2018 01/11/2019CA PROC Certified Processors Database Department of Conservation 12/10/2018 12/12/2018 01/15/2019CA PROD WATER PONDS Produced Water Ponds Sites (GEOTRACKER) State Water Resources Control Board 12/10/2018 12/11/2018 01/15/2019CA PROJECT Project Sites (GEOTRACKER) State Water Resources Control Board 12/10/2018 12/11/2018 01/15/2019CA RESPONSE State Response Sites Department of Toxic Substances Control 01/28/2019 01/29/2019 03/05/2019CA RGA LF Recovered Government Archive Solid Waste Facilities List Department of Resources Recycling and Recover 07/01/2013 01/13/2014CA RGA LUST Recovered Government Archive Leaking Underground Storage Tan State Water Resources Control Board 07/01/2013 12/30/2013CA SAMPLING POINT Sampling Point ? Public Sites (GEOTRACKER) State Water Resources Control Board 12/10/2018 12/11/2018 01/15/2019CA SAN FRANCISCO AST Aboveground Storage Tank Site Listing San Francisco County Department of Public Hea 09/11/2018 09/12/2018 10/11/2018CA SCH School Property Evaluation Program Department of Toxic Substances Control 01/28/2019 01/29/2019 03/05/2019CA SLIC REG 1 Active Toxic Site Investigations California Regional Water Quality Control Boa 04/03/2003 04/07/2003 04/25/2003CA SLIC REG 2 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board San Fran 09/30/2004 10/20/2004 11/19/2004CA SLIC REG 3 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Regional Water Quality Control Boa 05/18/2006 05/18/2006 06/15/2006CA SLIC REG 4 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Region Water Quality Control Board Los Angele 11/17/2004 11/18/2004 01/04/2005CA SLIC REG 5 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board Central 04/01/2005 04/05/2005 04/21/2005CA SLIC REG 6L SLIC Sites California Regional Water Quality Control Boa 09/07/2004 09/07/2004 10/12/2004CA SLIC REG 6V Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board, Victorv 05/24/2005 05/25/2005 06/16/2005CA SLIC REG 7 SLIC List California Regional Quality Control Board, Co 11/24/2004 11/29/2004 01/04/2005CA SLIC REG 8 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Region Water Quality Control Board 04/03/2008 04/03/2008 04/14/2008CA SLIC REG 9 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Regional Water Quality Control Boa 09/10/2007 09/11/2007 09/28/2007CA SPILLS 90 SPILLS90 data from FirstSearch FirstSearch 06/06/2012 01/03/2013 02/22/2013CA SWEEPS UST SWEEPS UST Listing State Water Resources Control Board 06/01/1994 07/07/2005 08/11/2005CA SWF/LF (SWIS) Solid Waste Information System Department of Resources Recycling and Recover 02/11/2019 02/12/2019 03/05/2019CA SWRCY Recycler Database Department of Conservation 12/10/2018 12/12/2018 01/15/2019CA TOXIC PITS Toxic Pits Cleanup Act Sites State Water Resources Control Board 07/01/1995 08/30/1995 09/26/1995CA UIC UIC Listing Deaprtment of Conservation 04/27/2018 06/13/2018 07/17/2018CA UIC GEO Underground Injection Control Sites (GEOTRACKER) State Water Resource Control Board 12/10/2018 12/11/2018 01/15/2019CA UST Active UST Facilities SWRCB 12/10/2018 12/11/2018 01/15/2019CA UST CLOSURE Proposed Closure of Underground Storage Tank (UST) Cases State Water Resources Control Board 12/10/2018 12/12/2018 01/16/2019CA UST MENDOCINO Mendocino County UST Database Department of Public Health 12/04/2018 12/06/2018 12/14/2018CA VCP Voluntary Cleanup Program Properties Department of Toxic Substances Control 01/28/2019 01/29/2019 03/05/2019CA WASTEWATER PITS Oil Wastewater Pits Listing RWQCB, Central Valley Region 05/08/2018 07/11/2018 09/13/2018CA WDR Waste Discharge Requirements Listing State Water Resources Control Board 12/10/2018 12/12/2018 01/18/2019CA WDS Waste Discharge System State Water Resources Control Board 06/19/2007 06/20/2007 06/29/2007CA WELL STIM PROJ Well Stimulation Project (GEOTRACKER) State Water Resources Control Board 12/10/2018 12/11/2018 01/15/2019CA WIP Well Investigation Program Case List Los Angeles Water Quality Control Board 07/03/2009 07/21/2009 08/03/2009CA WMUDS/SWAT Waste Management Unit Database State Water Resources Control Board 04/01/2000 04/10/2000 05/10/2000US 2020 COR ACTION 2020 Corrective Action Program List Environmental Protection Agency 09/30/2017 05/08/2018 07/20/2018US ABANDONED MINES Abandoned Mines Department of Interior 09/10/2018 09/11/2018 09/14/2018US BRS Biennial Reporting System EPA/NTIS 12/31/2015 02/22/2017 09/28/2017US COAL ASH DOE Steam-Electric Plant Operation Data Department of Energy 12/31/2005 08/07/2009 10/22/2009 TC5597590.2s Page GR-2

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FIFRA (Federal Insecticide, Fu EPA/Office of Prevention, Pesticides and Toxi 04/09/2009 04/16/2009 05/11/2009US FTTS INSP FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fu EPA 04/09/2009 04/16/2009 05/11/2009US FUDS Formerly Used Defense Sites U.S. Army Corps of Engineers 01/31/2015 07/08/2015 10/13/2015US FUELS PROGRAM EPA Fuels Program Registered Listing EPA 08/22/2018 08/22/2018 10/05/2018US FUSRAP Formerly Utilized Sites Remedial Action Program Department of Energy 08/08/2017 09/11/2018 09/14/2018US HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing Environmental Protection Agency 10/19/2006 03/01/2007 04/10/2007US HIST FTTS INSP FIFRA/TSCA Tracking System Inspection & Enforcement Case Lis Environmental Protection Agency 10/19/2006 03/01/2007 04/10/2007US HMIRS Hazardous Materials Information Reporting System U.S. Department of Transportation 03/26/2018 03/27/2018 06/08/2018US ICIS Integrated Compliance Information System Environmental Protection Agency 11/18/2016 11/23/2016 02/10/2017US IHS OPEN DUMPS Open Dumps on Indian Land Department of Health & Human Serivces, Indian 04/01/2014 08/06/2014 01/29/2015US INDIAN LUST R1 Leaking Underground Storage Tanks on Indian Land EPA Region 1 04/13/2018 05/18/2018 07/20/2018US INDIAN LUST R10 Leaking Underground Storage Tanks on Indian Land EPA Region 10 04/12/2018 05/18/2018 07/20/2018US INDIAN LUST R4 Leaking Underground Storage Tanks on Indian Land EPA Region 4 05/08/2018 05/18/2018 07/20/2018US INDIAN LUST R5 Leaking Underground Storage Tanks on Indian Land EPA, Region 5 04/12/2018 05/18/2018 07/20/2018US INDIAN LUST R6 Leaking Underground Storage Tanks on Indian Land EPA Region 6 04/01/2018 05/18/2018 07/20/2018US INDIAN LUST R7 Leaking Underground Storage Tanks on Indian Land EPA Region 7 04/24/2018 05/18/2018 07/20/2018US INDIAN LUST R8 Leaking Underground Storage Tanks on Indian Land EPA Region 8 04/25/2018 05/18/2018 07/20/2018US INDIAN LUST R9 Leaking Underground Storage Tanks on Indian Land Environmental Protection Agency 04/10/2018 05/18/2018 07/20/2018US INDIAN ODI Report on the Status of Open Dumps on Indian Lands Environmental Protection Agency 12/31/1998 12/03/2007 01/24/2008US INDIAN RESERV Indian Reservations USGS 12/31/2014 07/14/2015 01/10/2017US INDIAN UST R1 Underground Storage Tanks on Indian Land EPA, Region 1 04/13/2018 05/18/2018 07/20/2018US INDIAN UST R10 Underground Storage Tanks on Indian Land EPA Region 10 04/12/2018 05/18/2018 07/20/2018US INDIAN UST R4 Underground Storage Tanks on Indian Land EPA Region 4 05/08/2018 05/18/2018 07/20/2018US INDIAN UST R5 Underground Storage Tanks on Indian Land EPA Region 5 04/12/2018 05/18/2018 07/20/2018US INDIAN UST R6 Underground Storage Tanks on Indian Land EPA Region 6 04/01/2018 05/18/2018 07/20/2018US INDIAN UST R7 Underground Storage Tanks on Indian Land EPA Region 7 04/24/2018 05/18/2018 07/20/2018US INDIAN UST R8 Underground Storage Tanks on Indian Land EPA Region 8 04/25/2018 05/18/2018 07/20/2018US INDIAN UST R9 Underground Storage Tanks on Indian Land EPA Region 9 04/10/2018 05/18/2018 07/20/2018US INDIAN VCP R1 Voluntary Cleanup Priority Listing EPA, Region 1 07/27/2015 09/29/2015 02/18/2016 TC5597590.2s Page GR-3

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TC5597590.2s Page GR−5

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TC5597590.2s Page A-1
geologic strata.
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics

2. Groundwater flow velocity.

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

EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in Version Date: 2012
Target Property Map: 5630799 EL MONTE, CA

USGS TOPOGRAPHIC MAP
Elevation: 244 ft. above sea level
UTM Y (Meters): 3769267.8
UTM X (Meters): 401703.9
Universal Tranverse Mercator: Zone 11
Longitude (West): 118.06513 - 118˚ 3’ 54.47’’
Latitude (North): 34.061281 - 34˚ 3’ 40.61’’

TARGET PROPERTY COORDINATES
SOUTH EL MONTE, CA 91733
2727 ROSEMEAD BLVD.

ROSEMEAD

TARGET PROPERTY ADDRESS
GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM ®

TC5597590.2s Page A-2
should be field verified.
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation (ft) Elevation (ft) TP
TP
0 1/2 1 Miles ✩Target Property Elevation: 244 ft.

North South
West East 235 233 231 230 227 227 246 244 245 244 241 239 238 261 256 253 273 268 280 257 254 250 246 244 241 231 223 243 244 245 247 249 251 255 258 261 263 264 General Topographic Gradient: General WNW

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

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

GROUNDWATER FLOW DIRECTION INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®

TC5597590.2s Page A-3
Not Reported

LOCATION GENERAL DIRECTION

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

Status: Not found
Search Radius: 1.25 miles
Site-Specific Hydrogeological Data*:
* ©1996 Site−specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator

HYDROGEOLOGIC INFORMATION
EL MONTE YES - refer to the Overview Map and Detail Map

NATIONAL WETLAND INVENTORY
NWI Electronic
NWI Quad at Target Property Data Coverage
06037C1670F FEMA FIRM Flood data
06037C1675F FEMA FIRM Flood data
Additional Panels in search area: FEMA Source Type
06037C1665F FEMA FIRM Flood data
Flood Plain Panel at Target Property FEMA Source Type

FEMA FLOOD ZONE
and bodies of water).

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

HYDROLOGIC INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®

TC5597590.2s Page A-4
Depth to Bedrock Max: > 10 inches
Depth to Bedrock Min: > 10 inches
Corrosion Potential - Uncoated Steel: Not Reported
Hydric Status: Soil does not meet the requirements for a hydric soil.

Soil Drainage Class: Not reported
Hydrologic Group: Not reported
Soil Surface Texture: variable
Soil Component Name: URBAN LAND
The following information is based on Soil Conservation Service STATSGO data. in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil

DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY Map, USGS Digital Data Series DDS - 11 (1994).
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology

ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION
Era: Cenozoic Category: Stratifed Sequence
System: Quaternary
Series: Quaternary
Code: Q (decoded above as Era, System & Series)
at which contaminant migration may be occurring.

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

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

GROUNDWATER FLOW VELOCITY INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®

TC5597590.2s Page A-5
very fine sandy loam
weathered bedrock
sand
coarse sand
gravelly - sandy loam
silty clay loam
clay loam
Deeper Soil Types: stratified
silty clay
sand
gravelly - loam
Shallow Soil Types: fine sandy loam
sand
gravelly - sand
coarse sand
gravelly - sandy loam
clay loam
fine sand
sandy loam
loamy sand
silt loam
clay
Surficial Soil Types: loam
sand
gravelly - sand
coarse sand
gravelly - sandy loam
clay loam
fine sand
sandy loam
loamy sand
silt loam
clay
Soil Surface Textures: loam
appear within the general area of target property.

Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may

OTHER SOIL TYPES IN AREA
Min: 0.00
Max: 0.00
Min: 0.00
1 0 inches 6 inches variable Not reported Not reported Max: 0.00 Soil Layer Information
Boundary Classification
Permeability
Rate (in/hr) Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®

TC5597590.2s Page A-6
D18 1379 1/2 - 1 Mile ENE
C16 1425 1/2 - 1 Mile South
C15 1426 1/2 - 1 Mile South
C14 1424 1/2 - 1 Mile South
C13 1392 1/2 - 1 Mile South
C12 1423 1/2 - 1 Mile South
10 CADW60000005164 1/2 - 1 Mile SSE
9 1385 1/2 - 1 Mile North
B6 1395 1/4 - 1/2 Mile NNW
B5 1386 1/4 - 1/2 Mile NNW

STATE DATABASE WELL INFORMATION

LOCATION

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

No PWS System Found

FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION

LOCATION

MAP ID WELL ID FROM TP
25 USGS40000140294 1/2 - 1 Mile West
E24 USGS40000140550 1/2 - 1 Mile NW
E23 USGS40000140549 1/2 - 1 Mile NW
17 USGS40000140219 1/2 - 1 Mile WSW
11 USGS40000140246 1/2 - 1 Mile WSW
8 USGS40000140300 1/2 - 1 Mile WSW
7 USGS40000140459 1/2 - 1 Mile NE
A4 USGS40000140341 1/4 - 1/2 Mile West
A3 USGS40000140340 1/8 - 1/4 Mile West
A2 USGS40000140339 1/8 - 1/4 Mile West
A1 USGS40000140359 1/8 - 1/4 Mile West

FEDERAL USGS WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
State Database 1.000
Federal FRDS PWS Nearest PWS within 0.001 miles
Federal USGS 1.000

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

LOCAL / REGIONAL WATER AGENCY RECORDS
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®

TC5597590.2s Page A-7
4 CAOG11000214124 1/2 - 1 Mile WNW
3 CAOG11000214172 1/2 - 1 Mile SSW
2 CAOG11000204712 1/2 - 1 Mile NNW
1 CAOG11000204925 1/4 - 1/2 Mile West

STATE OIL/GAS WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP

OTHER STATE DATABASE INFORMATION
D22 1394 1/2 - 1 Mile ENE
D21 1397 1/2 - 1 Mile ENE
D20 1393 1/2 - 1 Mile ENE
D19 1378 1/2 - 1 Mile ENE

STATE DATABASE WELL INFORMATION

LOCATION

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

EDR Inc.
2 8 0
2 80
2 4 0
3 2 0
3 2 0
3 2 0
3 2 0
2 8 0
2 8 0
0 2 8 0
2 8 0
2 8 0
2 8 0
2 8 0
2 4 0
2 4 0
2 4 0
2 4 0
2 4 0
2 4 0
2 4 0
2 4 0
CA

EDR Inc.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation Database EDR ID Number
1 West
1/4 - 1/2 Mile
Click here for full text details OIL_GAS CAOG11000204925 2 NNW
1/2 - 1 Mile
Click here for full text details OIL_GAS CAOG11000204712 3 SSW
1/2 - 1 Mile
Click here for full text details OIL_GAS CAOG11000214172 4 WNW
1/2 - 1 Mile
Click here for full text details OIL_GAS CAOG11000214124 A1
West
1/8 - 1/4 Mile
Lower
Click here for full text details FED USGS USGS40000140359 A2
West
1/8 - 1/4 Mile
Lower
Click here for full text details FED USGS USGS40000140339 A3
West
1/8 - 1/4 Mile
Lower
Click here for full text details FED USGS USGS40000140340 A4
West
1/4 - 1/2 Mile
Lower
Click here for full text details FED USGS USGS40000140341 B5
NNW
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS 1386
Page: 1

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation Database EDR ID Number
B6
NNW
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS 1395
7 NE
1/2 - 1 Mile
Higher
Click here for full text details FED USGS USGS40000140459 8 WSW
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000140300 9 North
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS 1385
10 SSE
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADW60000005164 11 WSW
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000140246 C12
South
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS 1423
C13
South
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS 1392
C14
South
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS 1424
Page: 2

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation Database EDR ID Number
C15
South
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS 1426
C16
South
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS 1425
17 WSW
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000140219 D18
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS 1379
D19
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS 1378
D20
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS 1393
D21
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS 1397
D22
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS 1394
E23
NW
1/2 - 1 Mile
Higher
Click here for full text details FED USGS USGS40000140549 Page: 3

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation Database EDR ID Number
E24
NW
1/2 - 1 Mile
Higher
Click here for full text details FED USGS USGS40000140550 25 West
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000140294 Page: 4

Basement 0.933 pCi/L 100% 0% 0%
Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Living Area - 1st Floor 0.711 pCi/L 98% 2% 0%
Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Number of sites tested: 63
Federal Area Radon Information for LOS ANGELES COUNTY, CA : Zone 3 indoor average level < 2 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.

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

Federal EPA Radon Zone for LOS ANGELES County: 2
91733 1 0
______ ________ ________
Zipcode Num Tests > 4 pCi/L
Radon Test Results
State Database: CA Radon

AREA RADON INFORMATION

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
®
TC5597590.2s Page 5

EDR Inc.

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

Source: U.S. Geological Survey

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

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

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

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

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

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

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

TC5597590.2s Page PSGR-1

PHYSICAL SETTING SOURCE RECORDS SEARCHED

LOCAL / REGIONAL WATER AGENCY RECORDS

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

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

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

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

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

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

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

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

TC5597590.2s Page PSGR-2

PHYSICAL SETTING SOURCE RECORDS SEARCHED

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

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

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

TC5597590.2s Page PSGR-3

PHYSICAL SETTING SOURCE RECORDS SEARCHED

APPENDIX F

HYDROLOGY AND WATER QUALITY STUDIES

Cal Land Engineering, Inc.
dba Quartech Consultants
Geotechnical, Environmental, and Civil Engineering
Cal Land Engineering, Inc.
576 E. Lambert Road, Brea, California 92821 Tel: 714-671-1050 Email: [email protected]

HYDROLOGY REPORT
DATE 07/28/2020
JOB ADDRESS:
2727 Rosemead Blvd.,
South El Monte, CA

PREPARED BY:

Cal Land Engineering, Inc.
576 E. Lambert Road,
Brea, Ca 92821

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Introduction
The project site is located in the City of South El Monte as shown on the map below.

The project has a relatively flat slope, existing drainage flow drains to southwest direction from northeast.

Hydraulic calculation is based on 50-year storm event. Off-site drainage is not expected for this project.

The proposed development is to construct a 4 story mixed use residential/commercial building.

For this project, all proposed drainage will drain towards Troy Avenue.

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Hydrology Map

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Drainage Map

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Hydrologic Analysis

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Hydraulic Calculations
15” PVC Pipe for Sub Area A
n= 0.009 for PVC pipe
V= (1.49/0.009) x (R) 2/3 x (S) 1/2 ft/sec
Q= V x Ap cfs
A= 1.227 P=3.927 R=1.227/3.927=0.312 S=0.005
V= (1.49/0.009) x (0.312) 2/3 x (0.005) 1/2 = 5.39
Q= 5.39 x 1.227 = 6.61 cfs

6.61 > 5.7768 cfs for 15” PVC pipe with 0.5% slope
48” Parkway Drain for Area A
n= 0.012 for steel pipe
V= (1.49/0.012) x (R) 2/3 x (S) 1/2 ft/sec
Q= V x Ap cfs
A= 1.333 P=8.667 R=1.333/8.667=0.154 S=0.02
V= (1.49/0.012) x (0.154) 2/3 x (0.02) 1/2 = 5.05
Q= 5.05 x 1.333 = 6.73
Q= 6.73 cfs > 5.7768 cfs for 4” x 24” Parkway Drain with 2% slope

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Sump Pump for area A
Calculation of total dynamic head
Allowable Q = 5.7768 cfs (see page 6) = 2,593 GPM
Six (6) pumps to be used and to handle 16.67% peak flow rate with 1.25 factor of safety.

Therefore each pump shall handle 2,593 gpm x 0.16666 x 1.25 = 540 GPM Sump Elevation: 233.00 Outlet Elevation: 240.30
Length of Pipe: say 291’ (4” pipe)

1.Friction loss, 4” pvc pipe
a. 4” Horizontal pipe =25’
b. 4” vertical pipe= 7.3’
c. Two (2) 4” 90 degree elbow=20’
d. One (1) 4” PVC check valve=26’
e. One (1) gate valve=2.3’
f. Total equivalent length=80.6’
Friction loss=80.6/100x 6.53 (see page 10 by R&P) = 5.26’ Static head=240.3-233.0 = 7.3’ (maximum)

2. Total dynamic head=friction loss + static head =5.26 + 7.3 = 12.56’ Each pump shall deliver 540 gpm @ 12.56 TDH
Pump model: Goulds pump model WS5012D4, 1750rpm, 230V/1-Phase, 5.0 HP

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Hydrology Report
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Cal Land Engineering, Inc.
dba Quartech Consultants
Geotechnical, Environmental, and Civil Engineering
Cal Land Engineering, Inc.
576 E. Lambert Road, Brea, California 92821 Tel: 714-671-1050 Email: [email protected]

LOW IMPACT DEVELOPMENT PLAN
PROVIDES DATE 07/28/2020
PROJECT NAME:

MYE Plaza
JOB ADDRESS:
2727 Rosemead Blvd.,
South El Monte, CA
BY
CAL LAND ENGINEERING, INC.

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Introduction
In order to comply with the New Development and Redevelopment Standards of the Los Angeles County Municipal NPDES Permit (MS4 permit), this study has been provided in order to determine the best capability of the project to use BMP’s to manage and capture stormwater runoff.

The project site is located on the southwest corner of Rosemead Blvd and Mabel Avenue, in the City of South El Monte. The proposed development is a 4 story mixed use commercial/residential building. The site is relatively flat (2% to 3%), existing drainage flow drains to southwest direction from northeast.

Existing drainage will not be altered. All drainage will be proposed to drain to an infiltration system before overflowing to Troy Avenue.

Project Data
Project Name MYE Plaza
Address: 2727 Rosemead Blvd., South El Monte
APN 5281-002-005, 006, 009, 010, 011 &
018
Project Area 75,772.09 ft2 (1.739 acres)
Disturbed Area 75,772.09 ft2 (1.739 acres)
Impervious Area 71,531.25 ft2 (94.40%)
Pervious Area 4,240.84 ft2 (5.60%)
Owner MYE Plaza, LLC
Telephone 626 890-1117
Existing Land Use Commercial
Proposed Land Use Commercial / Residential
Scope of Work
This report’s scope is limited to the property in 2727 Rosemead Blvd., South El Monte, CA only.

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Project Designation
This project will be equal to one acre or greater of disturbed area and adding more than 10,000 square feet of impervious surface area. This will result in the designation of “Designated Project” All “Designated Projects” must retain 100 percent of the SWQDv on-site through infiltration, evapotranspiration, stormwater runoff harvest and use, or a combination thereof unless it is demonstrated that it is technically infeasible to do so. To meet these requirements, Designated Project must:
- Conduct site assessment and identify design considerations, including determining the feasibility of on-site infiltration
- Apply site-specific source control measures
- Calculate the Stormwater Quality Design Volume
- Implement stormwater quality control measures
- Develop a maintenance plan
Vicinity Map

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Site Plan

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

II. Feasibility
Infiltration
Per Infiltration Report (see page 29), soil has an infiltration rate of 2.1 inch per hour which is greater than the minimum required of 0.3 inch per hour.

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

III. Source Control Measures
Source control measures are designed to prevent pollutants from contacting stormwater runoff or prevent discharge of contaminated stormwater runoff to the storm drain system and/or receiving water. This section describes structural-type, source control measures that must be considered for implementation in conjunction with appropriate non-structural source control measures, such as good housekeeping and employee training, to optimize pollution prevention.

Source control measures should be implemented to the maximum extent practicable to mitigate pollutant mobilization from the project site in stormwater and non-stormwater runoff. A summary of the source control measures that should be implement for each type of project is summarized in the next table. Fact sheets for each source control will be presented after the table.

For this project, being a project of more than 1 acre and with greater than 10,000 ft2 impervious area, S-1, S-8, and S-9 will be required. See Appendix B for the fact sheets.

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

IV. Stormwater Quality Design Volume Calculation
Current water quality requirements are based on treating a specific volume of stormwater runoff from the project site (stormwater quality design volume [SWQDv]). By treating the SWQDv, it is expected that pollutant loads, which are typically higher during the beginning of storm events, will be reduced in the discharge to or prevented from reaching the receiving water.

The design storm, from which the SWQDv is calculated, is defined as the greater of:
- The 0.75 inch, 24-hour rain event; or
- The 85th percentile, 24-hour rain event as determined from the Los Angeles County 85th percentile precipitation isoheytal map
For this project, the 85th percentile, 24-hour rain event will be used, which is 1.00 inch (see page 8)
Using Hydrocalc:

SWQDv = 4,818.52 ft3 (see page 9)
Peak flow capacity = 0.4374 cfs (see page 9)

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Hydrology Map (85th percentile)

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Hydrocalc (85th percentile storm event)

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

V. Stormwater Quality Control Measures
Stormwater quality control measures are required to augment site design principles and source control measures to reduce the volume of stormwater runoff and potential pollution loads in stormwater runoff to the maximum extent practicable. Stormwater quality control measures are designed to handle the frequent, smaller storm events, or the initial volume of stormwater runoff from larget storm events (typically referred to as first flush events). The first flush of larger storm events is the initial period of the storm where stormwater runoff typically carries the highest concentration and loads of pollutants. Small, frequent storm events represent most of the total annual average precipitation in the County.

Designated Projects retain the SWQDv on-site using retention-based stormwater quality control measures (infiltration and/or stormwater runoff harvest and use).

Various factors must be considered when selecting stormwater quality control measures. In addition to retaining stormwater runoff on-site or treating to reduce target pollutants of concern, site considerations such as size of the drainage area, depth between the groundwater table and stormwater quality control measure, soil type and permeability, site slope, hydraulic head, size of stormwater quality control measure, and need for vegetation irrigation are important factors in selecting the appropriate stormwater quality control measure for a project site. Land requirements and costs to design, construct, and maintain stormwater quality control measures vary by type.

Vector breeding considerations must also be addressed in selecting stormwater quality control measures because of the potential for nuisance and human health effects.

Pretreatment must be provided for stormwater quality control measures whose function may be adversely affected by sediment or other pollutants. Pretreatment may also be provided to facilitate the routine removal of sediment, trash, and debris, and to increase the longevity of downstream stormwater quality control measures. Typical pretreatment options include presettling basins or forebays (small detention basins), vegetated swales, vegetated filter strips, hydrodynamic separators, oil/water separators, and catch basin inserts.

For the project, perforated pipe will be used as the treatment BMP (detail on page 13). Dualvortex separator shall be used as a pre-treatment BMP (detail on page 11)

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Dual-Vortex Separator (pretreatment)

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Perforated Pipe (treatment)

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

VI. Calculations
For Treatment:

SWQDv = 4,818.52 ft3 (see page 7)
Use 8’ diameter x 96’ long perforated pipe:

Volume = [(3.14 x 82)/4] * 96 = 4,823.04 ft3 > 4,818.52 ft3 For Pretreatment:

Peak flow capacity = 0.4374 cfs (see page 7)
Use DVS-36 (Dual-Vortex Separator) which has a maximum filter capacity of 0.56 cfs > 0.4374 cfs

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

VII. Operation and Maintenance

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

CMP Detention Pipe

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Appendix A
Infiltration Report

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

Appendix B
Source Control Measure Fact Sheets

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

LID Plan
2727 Rosemead Blvd., South El Monte July 28, 2020
576 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090

APPENDIX G

TRANSPORTATION STUDY

1 | P a g e

CITY OF SOUTH EL MONTE
1415 N. SANTA ANITA AVENUE
SOUTH EL MONTE, CALIFORNIA 91733
(626) 579-6540 FAX (626) 579-2107
Address/Location: 2727 ROSEMEAD BLVD
Case No.: CUP 20-090
Project Description: Mye Plaza 5 Story Mixed Use Development (73 apartments; 16,800 sqf Commercial)
------------------------------------------------------------------------------------------------------------------------------------------ TRAFFIC COMMENTS/REQUIREMENTS:

We have reviewed the VMT analysis for the above project. The VMT component of the Traffic Analysis has been accepted.

Reviewed by:

City of South El Monte Consultant Traffic Department
Jana Robbins
TT# 201032
Date: 03/01/21

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030

MEMORANDUM
To: Jana Robbins, Bahman Janka
Transtech Engineers, Inc.

CC: Ian McAleese, Colby Cataldi
City of South El Monte
From: Mehul Champaneri, Dana Privitt
Kimley-Horn and Associates, Inc.

Date: February 24, 2021
Subject: Mye Plaza Mixed Use Project – CEQA VMT Analysis The memorandum documents Vehicle Miles Traveled (VMT) Analysis for the proposed Mye Plaza Mixed Use Project (Project) in the City of South El Monte.

Project Description
The proposed project would allow for the development of a 4-story, 106,137 square-foot (sf) mixed-use building on an approximately 1.73-acre site at 2727 North Rosemead Boulevard, in the western portion of the City. The project would include 73 condominium units on the second, third, and fourth levels with 16,800 sf of commercial retail on the ground floor. Ground floor parking and a parking deck between the ground level and second level residences would serve the project site. The site is composed of six parcels (APN 5281-002-005, -006, -009, -010, -011, -018) and bordered by Mabel Avenue to the north, Rosemead Boulevard to the east, a mobile home park and Troy Avenue to the south, and light industrial to the west.

Vehicular access would be provided at three locations. Local access would be provided via Mabel Avenue, State Route 164 (Rosemead Boulevard), and Garvey Avenue to the north. Driveways on Mabel Avenue and Rosemead Boulevard would provide access for commercial use parking on the ground floor while resident parking would be provided via a secured access ramp on Mabel Avenue, leading to the above ground parking deck level. Regional access would be provided by Interstate 10, approximately 0.75 mile to north, and State Route 60, approximately 1.4 miles to the south of the project site.

The project site has a General Plan designation of Commercial-Manufacturing and is zoned CommercialManufacturing (C-M). The project would require a General Plan Amendment to change the designation from Commercial-Manufacturing to Mixed-Use and a Zone Change from Commercial-Manufacturing (C-M) to Commercial Residential (C-R). The commercial-residential zoning district allows for a mix of commercial and residential uses, or solely commercial or residential land uses. Other discretionary and ministerial permits such grading and building permits would be required.

Senate Bill 743 (SB 743)
SB 743, approved in 2013, mandated a change in the way transportation impacts are determined according to the California Environmental Quality Act (CEQA). The Governor’s Office of Planning and Research (OPR) has directed the use of VMT as the replacement for automobile delay-based LOS for the purposes of determining a significant transportation impact under CEQA. As of December 2018, the Natural Resources Agency finalized updates to CEQA Guidelines to incorporate SB 743 (i.e., VMT). To assist in the implementation of VMT as the primary measure of a transportation impact under CEQA, the OPR

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 published an updated Technical Advisory on Evaluating Transportation Impacts in CEQA in December 2018. Statewide application of the new guidelines went into effect on July 1, 2020.

In anticipation of the change to VMT, the San Gabriel Valley Council of Governments (SGVCOG) undertook the SGVCOG SB 743 Implementation Study to assist with answering important implementation questions about the methodology, thresholds, and mitigation approaches for VMT impact analysis in its member agencies. The study includes the following main components.  Analysis Methodologies Memorandum – Identification of potential thresholds that can be considered when establishing thresholds of significance for VMT assessment and recommendations of analysis methodologies for VMT impact screening and analysis  Mitigation Memorandum – Types of mitigation that can be considered for VMT mitigation  VMT Assessment Tool – A web-based tool that can be used for VMT screening and mitigation recommendation
The City of South El Monte utilized the information produced through the Implementation Study to adopt a methodology and significance thresholds for use in CEQA compliance. Consistent to the implantation study, the City recommends utilizing the Southern California Association of Government (SCAG) Travel Demand Model as its methodology to measure VMT.

VMT Thresholds
The City of South El Monte has adopted the following VMT significance criteria.

Project VMT Thresholds
Based on the OPR guidelines, a project would result in a significant project generated VMT impact if either of the following conditions are satisfied.
 The baseline project generated Home-Based VMT per capita exceeds the 15% below the SGVCOG baseline Home-Based VMT per capita for residential projects  Project shows a net increase in Total VMT in the region for retail projects The City guidelines also recommended the use of Total VMT per service population as an efficiency metric to evaluate retail projects. However, for mixed-use projects, OPR recommends analyzing each land use separately and comparing each result to the appropriate threshold. Combining land use for VMT analysis is not recommended by OPR, as different land uses generate different amounts of VMT, so the outcome of such an analysis could depend more on the mix of uses than on their travel efficiency. Therefore, for the purpose of this analysis only the two listed thresholds (Home-Based VMT per capita and Total VMT) were used to evaluate the project VMT impacts. However, the comparison of Total VMT per service population was also made for informational purpose only.

Cumulative VMT Thresholds
If a project is consistent with the regional RTP/SCS, then the cumulative impacts shall be considered less than significant subject to consideration of other substantial evidence. If it is not consistent with the RTP/SCS, a project would result in a significant VMT impact if:
 The cumulative project generated VMT per capita or service population exceeds 15% below the SGVCOG baseline VMT per capita or service population

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Initial VMT Screening
This section documents Vehicle Miles Traveled (VMT)/ SB 743 considerations for the project. The City Guidelines provides details on appropriate screening thresholds that can be used to identify when a proposed land use project is anticipated to result in a less than significant impact without conducting a more detailed level analysis. Screening thresholds are broken into the following three steps:

1. Transit Priority Areas (TPA) Screening
As described in the OPR Guidelines, projects located within half mile from an existing major transit stop or within half of a mile from an existing stop along a high-quality transit corridor can be screened out. The Project site is served by public transit provided by Los Angeles County Metropolitan Transportation Authority (Metro). Bus stops located at Rosemead Boulevard and Garvey Avenue serve the project with Metro Line 266 (from 6:09 AM to 8:42 PM), Metro Line 70 (24 hours) and Metro Line 770 (from 4:49 AM to 7:53 PM). Metro Line 266 operates along Rosemead Boulevard, and Metro Lines 70 and 770 operates along Garvey Avenue within the project vicinity. These bus routes operate with headways varying from 15 to 20 minutes during the peak commute periods. The Metro bus stops for these routes are located within half mile distance of the Project site.

Based on the OPR Guidelines, the Project may be presumed to have a less than significant impact absent substantial evidence to the contrary. The OPR Guidelines state that this presumption may NOT be appropriate if the project:
 Has a Floor Area Ratio (FAR) of less than 0.75;
 Includes more parking for use by residents, customers, or employees of the project than required by the jurisdiction (if the jurisdiction requires the project to supply parking);  Is inconsistent with the applicable Sustainable Communities Strategy (as determined by the City), with input from the Metropolitan Planning Organization);  Replaces affordable residential units with a smaller number of moderate-or high income residential units.

Project does not meet any of the criteria that would disqualify it from TPA screening with the exception of headways not consistently less than 15 minutes during the peak commute periods as required by OPR.

Therefore, in abundance of caution and to provide a conservative analysis, the Project is not screening out based on TPA screening.

2. Low VMT-Generation Area Screening
Projects generating VMT below 15% below regional average can be screened out. City of South El Monte has selected SGVCOG regional average for VMT screening. For a mixed-used project all components of the project should be analyzed against the low VMT maps for either the dominant project land use (if applicable) or for each individual land use (if there is no dominant project land use). Reductions in VMT may be applied to account for internal trips that would occur within the project site. Based on the SGVCOG online VMT tool, the residential component is below 15% of the regional VMT per Capita, whereas the commercial component is not below 15% of the regional VMT per service Population. Therefore, the project is not screened out based on the low VMT-Generation Area screening. The net change in total VMT cannot be evaluated using the VMT tool and requires a full VMT analysis. Project area VMT and City VMT threshold from the initial screening analysis based on the online VMT tool is shown in Table 1. Detailed results from the VMT tool are also included in the Attachment A.

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Table 1 – City Thresholds and Project Area VMT (Initial Screening for Low VMT Area) Land Use and
Efficiency Metric
Existing
SGVCOG Avg. VMT
VMT
Threshold
Existing+Project
Project Area VMT
Potentially
Significant
Residential: Home-Based
VMT per Capita 16.21 13.78 (85%) 12.95 No
Retail: Total VMT per
Service Population 36.09 30.68 (85%) 43.08 Yes
Note: The threshold values and Project Area VMT are generated using SGVCOG online tool.

As mentioned earlier, the Total VMT per Service Population metric is only provided for informational purpose and not considered in the evaluation and conclusion of this analysis.

3. Project Type Screening
Some project types have been identified in the City guidelines as having the presumption of a less than significant impact. The following uses can be presumed to have a less than significant impact absent substantial evidence to the contrary as their uses are local serving in nature:
 Local-serving retail uses less than 50,000 square feet  Other local-serving uses as approved by the City Staff  Projects generating less than 110 daily vehicle trips The retail component of the Project can be screened out based on the Project Type screening criteria.

However, since this is a mixed-use project and the impact of project as whole is necessary to be considered in the analysis in terms of Total VMT. Therefore, in abundance of caution and to provide a conservative analysis, the Project was not screening out initially based on Project Type screening.

A land use project needs only meet one of the above screening thresholds to be presumed to result in not significant impact under CEQA pursuant to SB 743. As mentioned above, the Project is considered to have not met any of the criteria that would qualify it to be non-significant and therefore a complete VMT analysis was conducted to further analyze the VMT impacts.

Cumulative VMT Screening
The proposed project was checked against the SCAG Regional Transportation Plan (RTP) 2040 forecasts, and the project is consistent with the future growth in the SCAG forecasts. Therefore, based on the City guidelines the cumulative impacts of the proposed project are considered less than significant.

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 VMT Analysis
For mixed-use project, OPR recommends analyzing each component individually or focus on the predominant land use. For the purpose of this analysis both residential and retail components are considered equal and analyzed individually. A logical way to evaluate this type of land use is to consider different trip purpose of the project for each component. The following discussion is provided regarding the trip types.

Home-Based trips. These are the primary automobile trips associated with residential uses such as the proposed project. The residential use is expected to generate several trips related to work, shopping, school, etc. in the region. The efficiency of VMT associated with home-based trips has been assessed based on the SCAG Travel Demand Model consistent with the City’s draft guidelines.

Total trips. These includes all vehicle trips and trip purposes including trucks. Retail component is evaluated using total VMT per service population. The efficiency of VMT associated with total trips has been assessed based on the SCAG Travel Demand Model consistent with the City’s draft guidelines.

Project VMT was derived using the most current version of SCAG. The SCAG model is a trip-based model and considers interaction between different land uses based on socio-economic data such as population, households and employment. Adjustments in socio-economic data (households, population and employment) were made to the appropriate traffic analysis zone (TAZ) within the SCAG model to reflect the Project’s proposed land use. Table 2 shows the Project household and employment numbers added to the appropriate project TAZ in the SCAG model.

Table 2 – SCAG Model Project Socio-Economic Data
TAZ (Tier 2) Additional
Households
Additional
Retail Employment
TAZ # 22195100 73 40
The calculation of vehicle miles traveled has two components – the total number of trips generated and the average trip length of each vehicle. As the proposed project is a mixed-use, both trip production and attractions were used from the home-based and all trip purpose matrices in the SCAG model. Using the peak and off-peak person trip matrices, skim (distances) matrices and appropriate occupancy rates, VMT was calculated for the project traffic analysis zone (TAZ). The following discussion is provided regarding these trip types and VMT evaluation metrics.

Project Home-Based VMT per Capita
The home-based VMT per capita is the Home-Based production VMT divided by population derived from the SCAG model. The Home-Based VMT per Capita is used to measure efficiency of VMT generated by residential uses. The project area Home-Based VMT per Capita for the existing and existing plus project conditions were calculated based on the SCAG model and compared to evaluate VMT impacts.

Net Change in Total regional VMT
OPR recommends “net increase” as the threshold for significance for retail land uses. This means that if a proposed retail use results in additional VMT in the region, it would result in a finding of significance. Net change in regional VMT is also used to measure the project’s VMT impact. Total SGVCOG regional VMT was derived for the with and without project conditions, using both the productions and attractions from all trip purposes included in the model, and net change in the VMT was calculated.

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Potential Impacts - Quantitative
As shown in Table 3, the project area Home-Based VMT per Capita will remain 15% below SGVCOG average VMT per Capita. Net VMT in the SGVCOG region is reduced with the project compared to the existing conditions.

Table 3 – Project VMT Impact Evaluation
Land Use and
Efficiency Metric
Existing
SGVCOG Avg. VMT
VMT
Threshold
Existing+Project
Project Area VMT
Potentially
Significant
Residential: Home-Based
VMT per Capita 16.27 13.83 (85%) 12.99 No
Retail: SGVCOG regional
Total VMT 74,437,225 Less than Existing 74,424,935 No
Note: VMT Thresholds are calculated based on the Base Year 2012 SCAG model runs.

The numerical threshold value (16.27) shown in Table 3 is based on the methodology recommended by City’s draft SB 743 Implementation Guidelines. It should be noted that this value slightly differs from the threshold value (16.21) shown in the SGVCOG online VMT tool, but the outcome of the analysis will be consistent with the City’s guidelines as the threshold of significance is based on the percentage of the with and without project VMT and not the absolute value. Both the with and without project VMT values were recalculated for consistent comparison.

Potential Impacts - Qualitative
The retail component of the project was also analyzed qualitatively. As described earlier, OPR recommends the threshold for significance for retail land uses is “a net increase.” This means that if a proposed retail use results in additional VMT, it would result in a finding of significance.

Local serving retail primarily serves pre-existing needs (i.e. they do not generate new trips because they meet existing demand). Because of this, local-serving retail uses can be presumed to reduce trip lengths when a new store is proposed. Essentially, the assumption is that someone will travel to a newly constructed local serving store because of a its proximity, rather than the proposed retail store fulfilling an unmet need (i.e. the person had an existing need that was met by the retail located further away and is now traveling to the new retail use because it is closer to the person’s origin location). This results in a trip on the roadway network becoming shorter, rather than a new trip being added to the roadway network, which would result in an impact to the overall transportation system. This is especially true for mixed-use projects where the proximity to the retail is much closer, and as seen in Table 3 the net regional VMT is reduced with the project. Conversely, residential and office land uses often drive new trips given that they introduce new participants to the transportation system.

Figure 1 has been provided to visually demonstrate the basis of this finding. Note that the numbers provided are for illustrative purposes as the analysis technique used is qualitative. The figure demonstrates that by providing a new retail opportunity in the community, proximity to a retail destination is improved and trips related to retail serving are shorten resulting in a reduction in VMT.

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Figure 1 – Illustration of the VMT Reducing Effect of Local Serving Retail Conclusion
The Project’s transportation impact based on the quantitative as well qualitative VMT analysis is non-significant based on City of South El Monte and OPR’s recommended thresholds.

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Exhibit 1: Project Location
Mye Plaza Mixed Use Project

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 Attachment A: Initial Screening using SGVCOG VMT Tool

SGVCOG VMT Evaluation Tool Report

Project Details
Timestamp of Analysis: January 04, 2021, 12:52:53 PM
Project Name: Mye plaza
Project Description: Mixed Use
Project Location
Jurisdiction:

South El Monte
Inside a TPA?
No (Fail)

APN TAZ
5281-002-010 22195100
Analysis Details
Data Version: SCAG Regional Travel Demand Model
2016 RTP Base Year 2012
Analysis Methodology: TAZ
Baseline Year: 2012
Project Land Use
Residential:

Single Family DU:

Multifamily DU:

Total DUs: 0
Non-Residential:

OKce bSF:

Local Serving Retail bSF:

Industrial bSF:

Residential Affordawility (percent of all units):

Extremely Lo% Income: 0 k
Very Lo% Income: 0 k
Lo% Income: 0 k
ParWing:

Motor Vehicle ParWing:

Bicycle ParWing:

SGVCOG VMT Evaluation Tool Report

Residential Vehicle Miles Traveled (VMT) Screening Results Land Use Type 1: Residential
VMT Hithout Project 1: .ome-wased VMT per Capita
VMT Baseline Description 1: SGVCOG Average
VMT Baseline Value 1: 16/21
VMT Threshold Description 1: -15k
Land Use 1 has ween Pre-Screened wy the Local Jurisdiction: N&A Hithout Project Hith Project F Tier 1-3 VMT
Reductions
Hith Project F All VMT Reductions
Project Generated Vehicle Miles
Traveled (VMT) Rate
12/95 null null
Lo% VMT Screening Analysis Yes (Pass) null null

SGVCOG VMT Evaluation Tool Report

Commercial Vehicle Miles Traveled (VMT) Screening Results Land Use Type 2: Commercial
VMT Hithout Project 2: Total VMT per Service Population VMT Baseline Description 2: SGVCOG Average
VMT Baseline Value 2: 36/09
VMT Threshold Description 2: -15k
Land Use 2 has ween Pre-Screened wy the Local Jurisdiction: N&A Hithout Project Hith Project F Tier 1-3 VMT
Reductions
Hith Project F All VMT Reductions
Project Generated Vehicle Miles
Traveled (VMT) Rate
43/08 null null
Lo% VMT Screening Analysis No (Fail) null null

APPENDIX H

NATIVE AMERICAN TRIBAL CONSULTATION CORRESPONDENCE

Native American Tribal Consultation under AB 52 are between tribal representatives and the Lead Agency (City of South El Monte). AB 52 requires that any information – not just documents– submitted by a California Native American tribe during the environmental review process shall not be included in the environmental document or otherwise disclosed by the lead agency or any other public agency to the public consistent with Gov. Code Sections 6254, subd.(r) and 6254.10. (Pub.

Resources Code § 21082.3, subd. (c)(1)). Unless the tribe agrees, in writing, to public disclosure, the project applicant or the project applicant’s legal advisors, using a reasonable degree of care, shall maintain the confidentiality of the information exchanged for the purposes of preventing looting, vandalism or damage to a tribal cultural resource and shall not disclose the information to a third party. (Pub. Resources Code § 21082.3, subd. (c)(2)(A)).

For more information, please contact the Planning Division at the City of South El Monte.

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

December 29, 2020
Brian Leung
City of South El Monte
Via Email to: [email protected]
Re: Native American Consultation, Pursuant to Senate Bill 18, Government Code §65352.3 and §65352.4, Mye Plata at 2727 North Rosemead Blvd Project, Los Angeles County Dear Mr. Leung:

Attached is a consultation list of tribes with traditional lands or cultural places located within the boundaries of the above referenced counties.

Government Code §65352.3 and §65352.4 require local governments to consult with California Native American tribes identified by the Native American Heritage Commission (NAHC) for the purpose of avoiding, protecting, and/or mitigating impacts to cultural places when creating or amending General Plans, Specific Plans and Community Plans.

The law does not preclude initiating consultation with the tribes that are culturally and traditionally affiliated within your jurisdiction. The NAHC believes that this is the best practice to ensure that tribes are consulted commensurate with the intent of the law.

The NAHC also believes that agencies should also include with their notification letters, information regarding any cultural resources assessment that has been completed on the area of potential effect (APE), such as:

1. The results of any record search that may have been conducted at an Information Center of the California Historical Resources Information System (CHRIS), including, but not limited to:
• A listing of any and all known cultural resources that have already been recorded or are adjacent to the APE, such as known archaeological sites; • Copies of any and all cultural resource records and study reports that may have been provided by the Information Center as part of the records search response;
• Whether the records search indicates a low, moderate or high probability that unrecorded cultural resources are located in the APE; and • If a survey is recommended by the Information Center to determine whether previously unrecorded cultural resources are present.

2. The results of any archaeological inventory survey that was conducted, including:
• Any report that may contain site forms, site significance, and suggested mitigation measures.

CHAIRPERSON
Laura Miranda
Luiseño

VICE CHAIRPERSON
Reginald Pagaling
Chumash

SECRETARY
Merri Lopez-Keifer
Luiseño

PARLIAMENTARIAN
Russell Attebery
Karuk

COMMISSIONER
Marshall McKay
Wintun

COMMISSIONER
William Mungary
Paiute/White Mountain
Apache

COMMISSIONER
Julie TumamaitStenslie
Chumash

COMMISSIONER
[Vacant]

COMMISSIONER
[Vacant]

EXECUTIVE SECRETARY
Christina Snider
Pomo

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

All information regarding site locations, Native American human remains, and associated funerary objects should be in a separate confidential addendum, and not be made available for public disclosure in accordance with Government Code §6254.10.

3. The result of the Sacred Lands File (SLF) check conducted through the Native American Heritage Commission was positive. Please contact the Gabrieleno Band of Mission Indians – Kizh Nation on the attached list for more information.

4. Any ethnographic studies conducted for any area including all or part of the APE; and

5. Any geotechnical reports regarding all or part of the APE.

Lead agencies should be aware that records maintained by the NAHC and CHRIS are not exhaustive. A tribe may be the only source of information regarding the existence of a tribal cultural resource.

This information will aid tribes in determining whether to request formal consultation. In the event, that they do, having the information beforehand will help to facilitate the consultation process.

If you receive notification of change of addresses and phone numbers from tribes, please notify the NAHC. With your assistance, we are able to assure that our consultation list remains current.

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

[email protected].

Sincerely,
Andrew Green
Cultural Resources Analyst
Attachment

Andrew Salas, Chairman Nadine Salas, Vice-Chairman Dr. Christina Swindall Martinez, secretary Albert Perez, treasurer I Martha Gonzalez Lemos, treasurer II Richard Gradias, Chairman of the council of Elders PO Box 393 Covina, CA 91723 [email protected]

GABRIELENO BAND OF MISSION INDIANS - KIZH NATION
Historically known as The Gabrielino Tribal Council - San Gabriel Band of Mission Indians recognized by the State of California as the aboriginal tribe of the Los Angeles basin February 5, 2021
Project Name: Mye Plaza Use Project at 2727 N. Rosemead Blvd in the western part of the city of South El Monte
Dear Ian McAleese,
Thank you for your letter dated January 8,2021 regarding AB52 consultation. The above proposed project location is within our Ancestral Tribal Territory; therefore, our Tribal Government requests to schedule a consultation with you as the lead agency, to discuss the project and the surrounding location in further detail.

Please contact us at your earliest convenience. Please Note:AB 52, “consultation” shall have the same meaning as provided in SB 18 (Govt. Code Section 65352.4).

Thank you for your time,
Andrew Salas, Chairman
Gabrieleno Band of Mission Indians – Kizh Nation
1(844)390-0787

ATTACHMENT D

MYE PLAZA MIXED-USE DEVELOPMENT

PROJECT

MITIGATION MONITORING

AND REPORTING PROGRAM
Prepared for City of South El Monte
1415 Santa Anita Avenue
South El Monte, CA 91733
Prepared by Kimley-Horn and Associates, Inc.
1100 W Town and Country Road, Suite 700
Orange, California 92868
Date: December 2021

Mye Plaza Mixed-Use Development Project
Mitigation Monitoring and Reporting Program
1 PURPOSE OF MITIGATION MONITORING AND REPORTING PROGRAM The California Environmental Quality Act (CEQA) requires that all public agencies establish monitoring and/or reporting procedures for mitigation adopted as conditions of approval in order to mitigate or avoid significant environmental impacts. This Mitigation Monitoring and Reporting Program (MMRP) has been developed to provide a vehicle by which to monitor mitigation measures (MMs) outlined in The Mye Plaza Mixed Use Development Project Initial Study/Mitigated Negative Declaration (IS/MND).

The Mye Plaza Mixed Use Development MMRP has been prepared in conformance with Public Resources Code §21081.6 and City of South El Monte Monitoring Requirements. Specifically, Public Resources Code Section 21081.6 states:
(a) When making findings required by paragraph (1) of subdivision (a) of Section 21081 or when adopting a mitigated negative declaration pursuant to paragraph (2) of subdivision (c) of Section 21080, the following requirements shall apply:
(1) The public agency shall adopt a reporting or monitoring program for the changes made to the project or conditions of project approval, adopted in order to mitigate or avoid significant effects on the environment. The reporting or monitoring program shall be designed to ensure compliance during project implementation. For those changes which have been required or incorporated into the project at the request of a responsible agency or a public agency having jurisdiction by law over natural resources affected by the project, that agency shall, if so requested by the lead or responsible agency, prepare and submit a proposed reporting or monitoring program.
(2) The lead agency shall specify the location and custodian of the documents or other material which constitute the record of proceedings upon which its decision is based.
(b) A public agency shall provide that measures to mitigate or avoid significant effects on the environment are fully enforceable through permit conditions, agreements, or other measures. Conditions of project approval may be set forth in referenced documents which address required mitigation measures or incase of the adoption of a plan, policy, regulation, or other public project, by incorporating the mitigation measures into the plan, policy, regulation, or project design. (c) Prior to the close of the public review period for a draft environmental impact report or mitigated negative declaration, a responsible agency, or a public agency having jurisdiction over natural resources affected by the project, shall either submit to the lead agency complete and detailed performance objectives for mitigation measures which would address the significant effects on the environment identified by the responsible agency or agency having jurisdiction over natural resources affected by the project, or refer the lead agency to appropriate, readily available guidelines or reference documents. Any mitigation measures submitted to a lead agency by a responsible agency or an agency having jurisdiction over natural resources affected by the project shall be limited to measures which mitigate impacts to resources which are subject to the statutory authority of, and definitions applicable to, that agency.

Compliance or noncompliance by a responsible agency or agency having jurisdiction

Mye Plaza Mixed-Use Development Project
Mitigation Monitoring and Reporting Program
2 over natural resources affected by a project with that requirement shall not limit the authority of the responsible agency or an agency having jurisdiction over natural resources affected by a project, or the authority of the lead agency, to approve, condition, or deny projects as provided by this division or any other provision of law.

State CEQA Guidelines Section 15097 provides clarification of mitigation monitoring and reporting requirements and guidance to local lead agencies on implementing strategies. The reporting or monitoring program must be designed to ensure compliance during project implementation. The City of South El Monte is the Lead Agency for The Mye Plaza Mixed Use Development Project and is therefore responsible for ensuring implementation of the MMRP. The MMRP has been drafted as a fully enforceable monitoring program to meet Public Resources Code Section 21081.6 requirements.

The MMRP is comprised of the Mitigation Program and includes measures to implement and monitor the Mitigation Program. The MMRP defines the following for each MM:
 Definition of Mitigation. The Mitigation Measure containsthe criteria for mitigation, either in the form of adherence to certain adopted regulations or identification of the steps to be taken in mitigation.
 Responsible Party or Designated Representative. Unless otherwise indicated, an applicant would be the responsible party for implementing the mitigation, and the City of South El Monte or designated representative is responsible for monitoring the performance and implementation of the mitigation measures. To guarantee that the mitigation will not be inadvertently overlooked, a supervising public official acting as the Designated Representative is the official who grants the permit or authorization called for in the performance. Where more than one official is identified, permits or authorization from all officials shall be required.  Time Frame. In each case, a time frame is provided for performance of the mitigation or the review of evidence that mitigation has taken place. The performance points selected are designed to ensure that impact-related components of project implementation do not proceed without establishing that the mitigation is implemented or ensured. All activities are subject to the approval of all required permits from agencies with permitting authority over the specific activity.

The MM numbering system in the table corresponds with the MM numbering system in the IS/MND. The MMRP table’s last column will be used by the parties responsible for documenting when MM implementation has been completed. The ongoing documentation and monitoring of mitigation compliance will be completed by the City of South El Monte. The completed MMRP and supplemental documents will be kept on file at the City of South El Monte Planning Division.

Mye Plaza Mixed-Use Development Project
Initial Study and Mitigated Negative Declaration Mitigation Monitoring and Reporting Program 3 MYE PLAZA MIXED-USE DEVELOPMENT PROJECT

MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measures (MMs) Implementation Timing
Monitoring/Reporting
Methods
Responsible for
Approval/
Monitoring
Verification
Date Initials
Air Quality
MM AQ-1: Health Emissions. Prior to the issuance of building permits, the building official shall confirm that the applicable project plans and specifications do not include wood-burning or natural gas hearths.

Prior to Building Permit
Issuance
Verify Requirements
Included on Project Plans
Planning and Building
& Safety Divisions
Cultural Resources
MM CR-1: Prior to the issuance of the first grading permit or permit for ground disturbance activities, the Applicant shall provide evidence to the City of South El Monte that a qualified professional (i.e., archaeologist, historian, architect, paleontologist, Native American Tribal monitor) has been retained. The selection of the qualified professional(s) shall be subject to approval by the City. In the event that cultural resources (archaeological, historical, paleontological) are inadvertently unearthed during excavation and grading activities of any future development project, the contractor shall immediately cease all earth-disturbing activities within a 100- foot radius of the area of discovery. The qualified professional shall be contacted to evaluate the significance of the finding an appropriate course of action. If avoidance of the resource(s) is not feasible, salvage operation requirements pursuant to Section 15064.5 of the State CEQA Guidelines shall be followed. After the find has been appropriately avoided or mitigated, work in the area may resume.

Prior to Grading Permit
Issuance; During Excavation
and Grading Activities
Verify Requirements
Included on Grading and
Construction Plans
Retention of a Qualified
Professional, If Cultural
Resources are
Unearthed; Evaluate
Significance of Findings
Planning and Building
& Safety Divisions
Qualified Professional
Paleontologist
MM CR-2: California Health and Safety Code Section 7050.5, State CEQA Guidelines Section 15064.5, and Public Resources Code Section 5097.98 mandate the process to be followed in the event of an accidental discovery of any human remains in a location other than a dedicated cemetery. California Health and Safety Code Section 7050.5 requires that in the event that human remains are During Excavation and
Grading Activities, If Remains
are Unearthed
Verify Requirements on
Construction Plans
Site Inspection
Planning and Building
& Safety Divisions
Coroner, Native
American Heritage

Mye Plaza Mixed-Use Development Project
Initial Study and Mitigated Negative Declaration Mitigation Monitoring and Reporting Program 4 Mitigation Measures (MMs) Implementation Timing
Monitoring/Reporting
Methods
Responsible for
Approval/
Monitoring
Verification
Date Initials
discovered, disturbance of the site shall be halted until the coroner has conducted an investigation into the circumstances, manner and cause of death, and the recommendations concerning the
treatment and disposition of the human remains have been made to the person responsible for the excavation, or to his or her authorized representative, in the manner provided in Section 5097.98 of the Public Resources Code. If the coroner determines that the remains are not subject to his or her authority and if the coroner recognizes or has reason to believe the human remains to be those of a Native American, he or she shall contact, by telephone within 24 hours, the Native American Heritage Commission.

Commission, if
remains are Native
American
Geology and Soils
MM GEO-1: Prior to the issuance of grading permits, the City of South El Monte shall review all project plans for grading, foundation, structural, infrastructure, and all other relevant construction permits to ensure compliance with the applicable recommendations from the Geotechnical Investigation and other applicable Code requirements.

Prior to Grading Permit
Issuance
Verify Compliance on
Project Plans
Planning and Building
& Safety Divisions
MM GEO-2: Prior to the issuance of the first grading permit or permits for ground disturbance activities, the Applicant shall provide evidence to the City of South El Monte that a qualified professional paleontologist has been retained. The selection of the qualified professional(s) shall be subject to the acceptance of the City. In the event that paleontological are inadvertently unearthed during excavation and grading activities of any future development project, the contractor shall immediately cease all earth-disturbing activities within a 100-foot radius of the area of discovery. The qualified professional shall be contacted to evaluate the significance of the finding an appropriate course of action. If avoidance of the resource(s) is not feasible, salvage operation Prior to Grading Permit
Issuance
Retention of a Qualified
Paleontologist.

Planning and Building
& Safety Divisions

Mye Plaza Mixed-Use Development Project
Initial Study and Mitigated Negative Declaration Mitigation Monitoring and Reporting Program 5 Mitigation Measures (MMs) Implementation Timing
Monitoring/Reporting
Methods
Responsible for
Approval/
Monitoring
Verification
Date Initials
requirements pursuant to Section 15064.5 of the State CEQA Guidelines shall be followed. After the finding has been appropriately avoided or mitigated, work in the area may resume.

Hazards and Hazardous Materials
MM HAZ-1: In accordance with National Emissions Standards for Hazardous Air Pollutants (NESHAP) guidelines, an asbestos survey shall be performed on any structures proposed for demolition that are known or suspected to have been constructed prior to 1980. If asbestos-containing materials (ACMs) are determined to be present, the materials shall be abated by a certified asbestos abatement contractor in accordance with the regulations and notification requirements of the South Coast Air Quality Management District (SCAQMD). Demolition and disposal of ACMs shall be completed in accordance with the procedures specified by SCAQMD’s Rule 1403.

Prior to Demolition Completion of Asbestos
Survey, If AsbestosContaining Materials
Discovered, Abatement
by Certified Asbestos
Abatement Contractor
Planning and Building
& Safety Divisions
Certified Asbestos
Abatement
Contractor
MM HAZ-2: A lead-based paint survey shall be performed on any structure proposed for demolition that are known or suspected to have been constructed prior to 1980. If lead-based paint is identified, then federal and State construction worker health and safety regulations shall be followed during renovation or demolition activities. If loose or peeling lead-based paint is identified at the structure, it shall be removed by a qualified lead abatement contractor and disposed of in accordance with existing hazardous waste regulations. Requirements set forth in the California Code of Regulations shall be followed during demolition activities, including employee training, employee air monitoring, and dust control. Any debris or soil containing lead-based paint or coatings shall be disposed of at landfills that meet acceptance criteria for the waste being disposed.

Prior to Demolition Completion of LeadBased Paint Survey, If Lead-Based Paint
Identified, Removal by a
Qualified Lead
Abatement Contractor
Planning and Building
& Safety Divisions
Qualified Lead
Abatement
Contractor
Tribal Cultural Resources

Mye Plaza Mixed-Use Development Project
Initial Study and Mitigated Negative Declaration Mitigation Monitoring and Reporting Program 6 Mitigation Measures (MMs) Implementation Timing
Monitoring/Reporting
Methods
Responsible for
Approval/
Monitoring
Verification
Date Initials
MM TCR-1: Retain a Native American Monitor Prior to
Commencement of Ground-Disturbing Activities.

A. The Applicant shall retain a Native American monitor from (or approved by) the Gabrieleño Band of Mission Indians – Kizh Nation (the “Kizh” or the “Tribe”) – the direct lineal descendants of the project location. The monitor shall be retained prior to the commencement of any “grounddisturbing activity” for the subject project, at all project locations (i.e., both on-site and any off-site locations that are included in the project description/definition and/or required in connection with the project, such as public improvement work). “Ground-disturbing activity” includes, but is not limited to, pavement removal, potholing,
auguring, grubbing, tree removal, boring, grading,
excavation, drilling, and trenching.

B. A copy of the executed monitoring agreement shall be provided to the City of South El Monte prior to the earlier of the commencement of any ground-disturbing activity
for the project, or the issuance of any permit necessary to commence a ground-disturbing activity.

C. The Applicant shall provide the Tribe with a minimum of 30 days advance written notice of the commencement of
any project ground-disturbing activity so that the Tribe has sufficient time to secure and schedule a monitor for the project.

D. The Applicant shall hold at least one pre-construction sensitivity/educational meeting prior to the
commencement of any ground-disturbing activities, where at a senior member of the Tribe will inform and educate the project’s construction and managerial crew and staff members (including any project subcontractors and
consultants) about the tribal cultural resources (“TCR”) mitigation measures and compliance obligations, as well as places of significance located on the project site (if any), Prior to Ground Disturbing
Activities
Retention of an
Approved Native
American Monitor;
Executed Monitoring
Agreement
Monitoring During
Ground Disturbance
Activities; PreConstruction
Sensitivity/Educational
Meeting; Daily Tribal
Monitoring Logs
Planning and Building
& Safety Divisions
Native American
Monitor