Pasadena City Council
October 24, 2022

Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
P-19-150137 OHP Property Number - 098851;
Resource Name - Mrs M Ellis
House
Building Historic HP02 1994 (D. Kane, Caltrans) LA-03440 P-19-150141 OHP Property Number - 098546;
Resource Name - JS Mason
Building Historic HP02 1994 (D. Kane, Caltrans) LA-03440 P-19-150142 OHP Property Number - 098545;
Resource Name - Varick D Martin
House
Building Historic HP02 1994 (D. Kane, Caltrans) LA-03440 P-19-150143 OHP Property Number - 031093;
Resource Name - Rev Hiram Hill/
Alonzo Beal House
Building Historic HP02 1994 (D. Kane, Caltrans) LA-03440 P-19-179928 OHP Property Number - 030623;
Resource Name - 19, 21-25 S
Fair Oaks
Building,
Element of
district
Historic 1977 (Rodney Wray, Cultural
Heritage Program - City of
Pasadena)
P-19-179979 OHP Property Number - 030675;
Resource Name - Green Hotel
Annex/Castle Green Apts/Hotel
Green W Annex;
Other - Castle Green Apts;
Other - Hotel Green
Building, LA-10711
Element of
district
Historic HP03 1979 (M. Gadski)
P-19-179990 OHP Property Number - 030686;
Resource Name - Datsun Toyota
Automotive
Building,
Element of
district
Historic 1978 (Nancy Impastato, Ann
Scheid, Lucy Shih, Cultural Heritage
Program)
P-19-179992 OHP Property Number - 030688;
Resource Name - Star Saddle
Livery/Royal Land Paper Co
Building,
Element of
district
Historic 1979 (Ann Scheid)
P-19-179993 OHP Property Number - 030689;
Resource Name - Pasedena
Polishing & Finishing
Building,
Element of
district
Historic 1978 (Nancy Impastato, Lucy Shih,
Ann Scheid, Cultural Heritage
Program)
P-19-179994 OHP Property Number - 030690;
Resource Name - Camphor Tree
Building,
Element of
district
Historic 1979 (Ann Scheid, Cultural Heritage
Program)
P-19-180006 OHP Property Number - 030702;
Resource Name - Friendship
Baptist Church;
Other - First Black Baptist Church
in Pasadena
Building Historic HP16 1978 (H Moore, E McNeil, J
Henderson, Friendship Baptist
Church)

Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
P-19-180039 OHP Property Number - 030736;
Resource Name - Security Bldg;
Other - Pacific Southwest
Security Bldg
Building Historic HP07
P-19-180045 OHP Property Number - 030742;
Resource Name - Civic Center
Financial District
District Historic HP07 1981 (R. Sicha, Pasadena Heritage) LA-07459 P-19-180047 OHP Property Number - 030746;
Resource Name - Euclid Court
Building Historic HP02 1983 (A. Daza & D. Miller, Urban Conservation)
P-19-180048 OHP Property Number - 030747;
Resource Name - Miraflores Court
Building Historic HP02 1983 (R. Christmas & D. Miller,
Urban Conservation)
P-19-180051 OHP Property Number - 030750;
Resource Name - The Home
Laundry;
Voided - 19-174103
Building Historic HP06 1989 (J. Draeger & C. Anderson,
Urban Conservation)
P-19-180062 OHP Property Number - 030767;
Resource Name - Easton House
Building Historic HP02 1979 (K. Miedema, Pasadena City
College)
P-19-180068 OHP Property Number - 030773;
Resource Name - S Marengo
Historic District
District Historic HP02 1981 (R. Sicha, Pasadena Heritage) P-19-180069 OHP Property Number - 030774;
Resource Name - Don Carlos
Court;
Other - Bungalow Courts of
Pasadena
LA-04359, LA08817, LA-09163,
LA-10846
Building Historic HP03 1983
P-19-180070 OHP Property Number - 030775;
Resource Name - Evanston Inn;
Voided - 19-183246
LA-04359, LA08817, LA-10846Building Historic HP03 1981 (R. Sicha, Pasadena Heritage) P-19-180268 OHP Property Number - 030973;
Resource Name - 206 W
California Blvd
Building Historic HP03 2002 (P. Moruzzi, HRC) LA-12511
P-19-180320 OHP Property Number - 031025;
Resource Name - Markham Place
Historic District
District Historic HP01 2013
P-19-180321 OHP Property Number - 031026;
Resource Name - Neighborhood
House
Building Historic HP15; HP16 1989 (C. Anderson, Urban LA-12511 Conservation)

Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
P-19-180326 OHP Property Number - 031031;
Resource Name - Sequoyah
School Complex;
Other - Neighborhood Church
Property
Building, LA-11801
Structure,
District
Historic HP15; HP16; HP29 1976 (L. Webb, California
Department of Tranportation);
2010 (Kelly Ewing-Toledo, Caltrans)
P-19-180411 OHP Property Number - 031117;
Resource Name - Monticello
Manor;
Other - Monticello Apts
LA-08817, LA09163, LA-09681,
LA-10846, LA11958, LA-12197,
LA-12511, LA-12738
Building Historic HP03; HP04; HP29;
HP30
1979 (L. Heumann, Cultural
Heritage Program);
2002 (P. Moruzzi, HRC)
P-19-180412 OHP Property Number - 031118;
Resource Name - Stoutenburgh
House;
Other - Aguilar House
Building Historic HP02 1980 (G. Carter, CKG Properties) LA-10846 P-19-180417 OHP Property Number - 031123;
Resource Name - Ernest W Smith
House
LA-08817, LA09163, LA-09681,
LA-10846, LA11958, LA-12196,
LA-12197
Building Historic HP02; HP28 1979 (E. Pomeroy, Cultural Heritage Program);
1986 (A. Milkovich, Pasadena
Heritage)
P-19-180418 OHP Property Number - 031124;
Resource Name - Throop
Memorial Universalist Church
LA-08817, LA09163, LA-09681,
LA-10846, LA11958, LA-12196
Building Historic HP13; HP15; HP16 1979 (E. Pomeroy, Cultural Heritage Program)
P-19-180424 OHP Property Number - 031130;
Resource Name - Benshoff House
LA-08817, LA09163, LA-09681,
LA-10846, LA11958, LA-12196
Historic HP03; HP29; HP30 1979 (G. Sullivan, Cultural Heritage Program)
P-19-180483 OHP Property Number - 031190;
Resource Name - Las Flores Apts
LA-08817, LA09163, LA-09681,
LA-10846, LA11958, LA-12196,
LA-12197, LA-12738
Building Historic HP03; HP04; HP29;
HP30
1979 (J Link, J Parkhurst, N
Impastato, A Scheid, Cultural
Heritage Program);
2002 (P Moruzzi, HRC)
P-19-180485 OHP Property Number - 031192;
Resource Name - Pinney House
LA-08817, LA09163, LA-09681,
LA-11958, LA12196, LA-12197,
LA-12738
Building Historic HP02; HP30 1979 (A. Scheid, Cultural Heritage Program)
P-19-180486 OHP Property Number - 031193;
Resource Name - The Masonic
Temple
Building Historic HP13 1985 (M Long, L Melton, & D Hlava, LA-10846 Pasadena Heritage)

Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
P-19-180489 OHP Property Number - 031196;
Resource Name - Livingstone
Hotel
LA-08817, LA09163, LA-09681,
LA-10846, LA11958, LA-12196,
LA-12197, LA-12738
Building Historic HP03; HP05 2002 (P Moruzzi, HRC)
P-19-180490 OHP Property Number - 031197;
Resource Name - Stanley Apts
LA-08817, LA09163, LA-09681,
LA-10846, LA11958, LA-12196,
LA-12197, LA-12738
Building Historic HP03 2002 (P Moruzzi, HRC)
P-19-180495 Resource Name - 1920's Era
Office and Apartment Bldgs
District Historic HP03; HP06 1979 (J. Link, Cultural Heritage Program)
P-19-181857 Resource Name - 326-328 S Los
Robles Ave;
OHP Property Number - 032333
Building Historic HP02 1983 (Denver Miller, Urban
Conservation)
P-19-183398 OHP Property Number - 070849;
Resource Name - Pasadena
Winter Gardens;
Other - P S Public Storage
LA-08817, LA10846, LA-12197,
LA-12511, LA-12738
Building Historic HP06 1986 (J. Draeger, Urban
Conservation)
P-19-183399 OHP Property Number - 070850;
Resource Name - Cornet Bldg,
Arroyo Parkway Storage;
Other - T-Mobile West LLC
IE24799/Arroyo & Bellevue
Building Historic HP06; HP07 1989 (J. Draeger & C. Anderson, LA-11958, LA-13047 Urban Conservation);
2012 (K.A. Crawford, Crawford
Historic Services)
P-19-183400 OHP Property Number - 070854;
Resource Name - Pacific Electric
Railroad Garage;
Other - Discount Tires
Building Historic HP08 1986 (J. Draeger, Urban
Conservation)
P-19-183401 OHP Property Number - 070856;
Resource Name - Market Basket
Warehouse Offices
Building Historic HP06 1989 (C. Anderson, Urban
Conservation)
P-19-183402 OHP Property Number - 070858;
Resource Name - Lewis Iron Bldg
Building Historic HP06 1989 (J. Draeger & C. Anderson,
Urban Conservation)
P-19-183403 OHP Property Number - 070860;
Resource Name - Bryan's
Cleaners
Building Historic HP06 1986 (J. Draeger, Urban
Conservation)
P-19-183407 OHP Property Number - 070867;
Resource Name - Pasadena
Humane Society
LA-08817, LA09163, LA-10846,
LA-11958, LA-12511
Building Historic HP06 1989 (C. Anderson, Urban
Conservation)

Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
P-19-183408 OHP Property Number - 070869;
Resource Name - Royal
Laundry/Milus Textile Service
Building Historic 1991;
2000;
2007;
2007
P-19-183410 OHP Property Number - 070873;
Resource Name - Union Garage
Co
Building,
Element of
district
Historic HP06 1989 (J. Draeger & C. Anderson,
Urban Conservation)
P-19-183411 OHP Property Number - 070875;
Resource Name - 330 S Fair
Oaks Ave
Building Historic HP06 1989 (J. Draeger & C. Anderson,
Urban Conservation)
P-19-183412 OHP Property Number - 070877;
Resource Name - Vitalait
Laboratories
Building Historic HP06 1989 (J. Drager & C. Anderson,
Urban Conservation)
P-19-183413 OHP Property Number - 070879;
Resource Name - 445 S Fair
Oaks Ave
Building Historic HP06 1989 (J. Draeger & C. Anderson,
Urban Conservation)
P-19-183414 OHP Property Number - 070881;
Resource Name - Pasadena
Transfer & Storage;
Other - Pasadena Antique Center
Building Historic HP06 1989 (J. Draeger & C. Anderson,
Urban Conservation)
P-19-183415 OHP Property Number - 070883;
Resource Name - 488-490 S Fair
Oaks Ave
Building Historic HP06 1989 (J. Draeger & C. Anderson,
Urban Conservation)
P-19-183416 OHP Property Number - 070885;
Resource Name - Pasadena
Awning & Linoleum
Building Historic HP06 1989 (J. Dareger & C. Anderson,
Urban Conservation)
P-19-183417 OHP Property Number - 070887;
Resource Name - Pasadena
Biscuit Co;
Resource Name - Bekins Moving
& Storage;
OTIS Resource Number -
Standard Fireproof Storage Co.

Roof Sign
Building Historic HP07 1989 (J. Drager & C. Anderson,
Urban Conservation);
1996 (Brian Goeken, City of
Pasadena)
P-19-183418 OHP Property Number - 070889;
Resource Name - Nishi Auto Parts
Building Historic HP06 1989 (J. Drager & C. Anderson,
Urban Conservation)

Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
P-19-183419 OHP Property Number - 070891;
Resource Name - Sugano
Grocery Store;
Other - Man Le Rattan Furniture
and Gifts
Building Historic HP06 1989 (J. Draeger & C. Anderson,
Urban Conservation)
P-19-183421 OHP Property Number - 070895;
Resource Name - 542-544 S Fair
Oaks Ave
Building Historic HP02 1989 (J. Draeger & C. Anderson,
Urban Conservation)
P-19-183423 OHP Property Number - 070899;
Resource Name - Sanders House
of Lights
Building Historic HP06 1989 (J. Drager & C. Anderson,
Urban Conservation)
P-19-183424 OHP Property Number - 070901;
Resource Name - 1 W California
Blvd
Building Historic HP06 1989 (C. Anderson, Urban
Conservation)
P-19-183429 Resource Name - Stalhuth
House;
OHP Property Number - 070909
Building Historic HP02 1989 (Carson Anderson, Urban
Conservation)
P-19-183430 Resource Name - 162 W Bellevue
Dr;
OHP Property Number - 070911
Building Historic HP02 1989 (Carson Anderson, Urban
Conservation)
P-19-183600 OHP Property Number - 075183;
Resource Name - Pasadena Civic
Center District;
Voided - 19-180481
LA-07459, LA08817, LA-09681District Historic HP12; HP13; HP14; HP15; HP16; HP31;
HP34
1978 (Hays, Cathrine S., Pasadena
Heritage);
1979 (Brown, David, Cultural
Heritage Program)
P-19-184704 OHP Property Number - 087730;
Resource Name - Betz Mfg;
Other - Belco Engineering Inc
Building Historic HP06 1990 (D. Richey, Urban
Conservation)
P-19-184705 OHP Property Number - 087731;
Resource Name - Pasadena Ice
Co;
Other - Los Angeles Cold Storage
Co
Building Historic HP06 1990 (D. Richey, Urban
Conservation)
P-19-184718 OHP Property Number - 087748;
Resource Name - Sanitary Family
Laundry;
Other - Mission Uniform & Linen
Service
Building Historic HP06 1990 (D. Richey, Urban
Conservation)
P-19-184722 OHP Property Number - 087752;
Resource Name - Precision
Components
Building Historic HP06 1990 (D. Richey, Urban
Conservation)

Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
P-19-184771 OHP Property Number - 091838;
Resource Name - Old Pasadena
Historic District;
Voided - 19-180690
LA-07459, LA08817, LA-09681,
LA-10590, LA10846, LA-12511
District Historic HP02; HP03; HP05;
HP06; HP07; HP09;
HP10; HP13; HP16;
HP32
1983 (Pasadena Heritage)
P-19-184963 OHP Property Number - 097179;
Resource Name - Miss Orton's
Classical School for Girls;
Other - Lutheran Home
Building,
District
Historic HP15 1993 (M Gerber & J Harlan,
Univeristy of Riverside & Pasadena
Heritage)
P-19-184977 OHP Property Number - 098228;
Resource Name - Bekins Storage
Co Roof Sign
Building Historic HP06 2004 (J. Michalsky) LA-12511
P-19-184979 OHP Property Number - 098544;
Resource Name - Pasadena Ave
District
District Historic HP02 1983 (S. Mikesell); LA-03440, LA-10713 1994 (Diane Kane, Caltrans)
P-19-187273 OHP Property Number - 123192;
Resource Name - T C Lynch
House
Building Historic HP02 1983 (D. Miller, Urban Conservation) P-19-188016 OHP Property Number - 138513;
Resource Name - Mira Flora Apts
LA-08817, LA09163, LA-10846,
LA-11958, LA12197, LA-12511,
LA-12738
Building Historic HP03 2011 (J. Cronin, City of Pasadena) P-19-190310 OHP Property Number - 126809;
Resource Name - 331-33
Pleasant St
Building Historic HP02 1983 (Denver Miller, Urban
Conservation)
P-19-190680 Resource Name - Bungalow
Courts of Pasadena
District Historic HP03 1981 (Richard J. Sicha, Pasadena Heritage)

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

July 15, 2020
Charles Cisneros
Psomas
Via Email to: [email protected]
Re: Native American Tribal Consultation, Pursuant to the Assembly Bill 52 (AB 52), Amendments to the California Environmental Quality Act (CEQA) (Chapter 532, Statutes of 2014), Public Resources Code Sections 5097.94 (m), 21073, 21074, 21080.3.1, 21080.3.2, 21082.3, 21083.09, 21084.2 and 21084.3, 3ARD012200, 3PAS012100, and 3SPA010100 Projects, Los Angeles County Dear Mr. Cisneros:

Pursuant to Public Resources Code section 21080.3.1 (c), attached is a consultation list of tribes that are traditionally and culturally affiliated with the geographic area of the above-listed project. Please note that the intent of the AB 52 amendments to CEQA is to avoid and/or mitigate impacts to tribal cultural resources, (Pub. Resources Code §21084.3 (a)) (“Public agencies shall, when feasible, avoid damaging effects to any tribal cultural resource.”) Public Resources Code sections 21080.3.1 and 21084.3(c) require CEQA lead agencies to consult with California Native American tribes that have requested notice from such agencies of proposed projects in the geographic area that are traditionally and culturally affiliated with the tribes on projects for which a Notice of Preparation or Notice of Negative Declaration or Mitigated Negative Declaration has been filed on or after July 1, 2015. Specifically, Public Resources Code section 21080.3.1 (d) provides:

Within 14 days of determining that an application for a project is complete or a decision by a public agency to undertake a project, the lead agency shall provide formal notification to the designated contact of, or a tribal representative of, traditionally and culturally affiliated California Native American tribes that have requested notice, which shall be accomplished by means of at least one written notification that includes a brief description of the proposed project and its location, the lead agency contact information, and a notification that the California Native American tribe has 30 days to request consultation pursuant to this section.

The AB 52 amendments to CEQA law does not preclude initiating consultation with the tribes that are culturally and traditionally affiliated within your jurisdiction prior to receiving requests for notification of projects in the tribe’s areas of traditional and cultural affiliation. The Native American Heritage Commission (NAHC) recommends, but does not require, early consultation as a best practice to ensure that lead agencies receive sufficient information about cultural resources in a project area to avoid damaging effects to tribal cultural resources.

The NAHC also recommends, but does not require 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 on or adjacent to the APE, such as known archaeological sites;

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
[Vacant]

COMMISSIONER
Julie TumamaitStenslie
Chumash

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

• 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.

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 section 6254.10.

3. The result of any 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 and a negative response to these searches does not preclude the existence of a tribal cultural resource. 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 can assure that our consultation list remains current.

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

Sincerely,
Steven Quinn
Cultural Resources Analyst
Attachment

MT WILSON QUADRANGLE

PASADENA

QUADRANGLE

PASADENA QUADRANGLE

LOS ANGELES QUADRANGLE
ELM

ONTE QUADRANGLE

LOS ANGELES QUADRANGLE
State of California -- The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #
HRI #
LOCAT Trinomial ION MAP

*Map Name: Pasadena *Scale: 1:24,000
DPR 523J (1/95) *Required Information
Project Boundary
Half-Mile Buffer of Project Boundary
*Resource Name or #: _____________
*Date of Map: Digital 2014
Source: USGS 7.5 Minute Quadrangle
Pasadena
Township: 01N
Range: 12W
Sections: 28, 29, 32, 33 I
Gabrieleno Band of Mission
Indians - Kizh Nation
Andrew Salas, Chairperson
P.O. Box 393
Covina, CA, 91723
Phone: (626) 926 - 4131
[email protected]
Gabrieleno
Gabrieleno/Tongva San Gabriel
Band of Mission Indians
Anthony Morales, Chairperson
P.O. Box 693
San Gabriel, CA, 91778
Phone: (626) 483 - 3564
Fax: (626) 286-1262
[email protected]
Gabrieleno
Gabrielino /Tongva Nation
Sandonne Goad, Chairperson
106 1/2 Judge John Aiso St.,
#231
Los Angeles, CA, 90012
Phone: (951) 807 - 0479
[email protected]
Gabrielino
Gabrielino Tongva Indians of
California Tribal Council
Robert Dorame, Chairperson
P.O. Box 490
Bellflower, CA, 90707
Phone: (562) 761 - 6417
Fax: (562) 761-6417
[email protected]
Gabrielino
Gabrielino-Tongva Tribe
Charles Alvarez,
23454 Vanowen Street
West Hills, CA, 91307
Phone: (310) 403 - 6048
[email protected]
Gabrielino
Soboba Band of Luiseno
Indians
Scott Cozart, Chairperson
P. O. Box 487
San Jacinto, CA, 92583
Phone: (951) 654 - 2765
Fax: (951) 654-4198
[email protected]
Cahuilla
Luiseno
1 of 1
This list is current only as of the date of this document. Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code, Section 5097.94 of the Public Resources Code and section 5097.98 of the Public Resources Code.

This list is only applicable for consultation with Native American tribes under Public Resources Code Sections 21080.3.1 for the proposed 3ARD012200, 3PAS012100, and 3SPA010100 Projects, Los Angeles County.

PROJ-2020-
003965
07/15/2020 04:23 PM
Native American Heritage Commission
Tribal Consultation List
Los Angeles County
7/15/2020
Research & Collections
e-mail: [email protected]
December 25, 2020
PSOMAS
Attn: Charles Cisneros
re: Paleontological resources for the 3PAS012100 Project Dear Charles:

I have conducted a thorough search of our paleontology collection records for the locality and specimen data for proposed development at the 3PAS012100 project area as outlined on the portion of the Pasadena USGS topographic quadrangle map that you sent to me via e-mail on December 16, 2020. 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 IP
24385
South Pasadena; on east side of
Fair Oaks Ave just north of
intersection of Pasadena
Freeway and Fair Oaks Ave
Unknown
formation
(Pliocene) Invertebrates Unknown

LACM IP
23222
on Fair Oaks Ave; north of the
intersection of Fair Oaks and the
Arroyo Seco Freeway
Unknown
formation
(Pliocene) Invertebrates
Surface, along
bluff next to
sidewalk

LACM VP
1023
Workman & Alhambra Sts,
Lincoln Heights
Unknown
Formation
(Pleistocene) Birds (Aves)
Unknown
(excavations
for storm
drains)

LACM VP
2032
Los Angeles Brickyard Mission
Rd. & Daly St.

Unknown
Formation
(Pleistocene, silt &
clay)
Mastodon
(Mammut) 20-35 ft bgs

LACM VP
3363
W of Monterey Pass Road in
Coyote Pass; E of the Long Beach
Freeway & S of the N boundary
Unknown
Formation
(Pleistocene; sand Horse (Equus) unknown
of Section 32 and silt)
VP, Vertebrate Paleontology; IP, Invertebrate Paleontology; bgs, below ground surface This records search covers only the records of the NaturalHistory 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
Energy Use Summary
Construction Phase (gallons/construction period) Gasoline Diesel Construction Vehicles 59,671 71,430
Worker Trips 57,735 274
Vendor Trips 1,253 21
Haul Trucks 22 18,937
Total 118,682 90,662
Operations Phase (gallons/year) Gasoline Diesel
Natural Gas
(kBTU/yr) Electricity (kWh/yr)
Apartments Mid Rise 10,442 216 952,480 419,906
Congregate Care (Assisted Living) 14,755 305 952,476 419,904 Enclosed Parking with Elevator 0 0 0 2,257,940
High Turnover (Sit Down Restaurant) 40,932 700 2,081,700 513,630 Medical Office Building 145,501 3,006 1,556,810 2,067,190 0 0 0 0 0
All Land Uses 211,629 4,226 5,543,466 5,678,570
Operations Onroad Energy Use
Year 2026
Vehicle Types MPG by Fuel Type Population by Fuel Type
GAS DSL ELEC GAS DSL ELEC Total
LDA 34.4 53.9 6,890,013 71,374 232,749 6,961,387
LDT1 29.3 24.3 820,893 277 13,403 821,171
LDT2 28.2 39.6 2,406,087 19,279 50,413 2,425,365
LHDT1 11.1 22.9 173,057 143,072 316,129
LHDT2 9.6 20.7 30,381 57,538 87,918
MCY 36.2 330,653 330,653
MDV 22.8 30.5 1,623,219 43,701 32,680 1,666,920
MH 5.5 11.1 33,697 14,107 47,804
MHDT 5.4 11.7 26,201 137,838 164,039
HHDT 4.6 7.5 74 116,234 116,307
OBUS 5.4 9.2 5,959 4,901 10,860
SBUS 9.5 8.0 3,247 6,784 10,032
UBUS 5.5 5.7 975 6 16 981
Trips/Day Trips/day Trips/day Trips/day Total VMT/day VMT/day VMT/day Trip Length Land Use Weekday Saturday Sunday Weekly Weekday Saturday Sunday Apartments Mid Rise 281.20 253.65 211.85 1871.5 967 873 729 3.44 Congregate Care (Assisted Living) 360 406 437 2644.5 1,240 1,396 1,503 3.44 Enclosed Parking with Elevator
High Turnover (Sit Down Restaurant) 996 1,087 1,267 7336.05 3,428 3,740 4,358 3.44 Medical Office Building 4,729 1,164 193 25004.09 16,269 4,005 665 3.44 Total 6,367 2,911 2,109
Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Total Apartments Mid Rise 0.733946 0.080432 0.080432 0.070378 0.000905 0.000905 0.000905 0.000905 0.000938 0.000594 0.025612 0.000712 0.003336 100.0% Congregate Care (Assisted Living) 0.733946 0.080432 0.080432 0.070378 0.000905 0.000905 0.000905 0.000905 0.000938 0.000594 0.025612 0.000712 0.003336 100.0% Enclosed Parking with Elevator 0.733946 0.080432 0.080432 0.070378 0.000905 0.000905 0.000905 0.000905 0.000938 0.000594 0.025612 0.000712 0.003336 100.0% High Turnover (Sit Down Restaurant) 0.733946 0.080432 0.080432 0.070378 0.000905 0.000905 0.000905 0.000905 0.000938 0.000594 0.025612 0.000712 0.003336 100.0% Medical Office Building 0.733946 0.080432 0.080432 0.070378 0.000905 0.000905 0.000905 0.000905 0.000938 0.000594 0.025612 0.000712 0.003336 100.0% Vehicle Trips
Weekday Trips LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHDT Obus Ubus MCY Sbus MH Total Daily VMT Apartments Mid Rise 206 23 23 20 0 0 0 0 0 0 7 0 1 281 967.33 Congregate Care (Assisted Living) 264 29 29 25 0 0 0 0 0 0 9 0 1 360 1,239.57 Enclosed Parking with Elevator 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - High Turnover (Sit Down Restaurant) 731 80 80 70 1 1 1 1 1 1 26 1 3 996 3,427.58 Medical Office Building 3471 380 380 333 4 4 4 4 4 3 121 3 16 4,729 16,268.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
Total 4673 512 512 448 6 6 6 6 6 4 163 5 21 6,367
Saturday Trips LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHDT Obus Ubus MCY Sbus MH Total Daily VMT Apartments Mid Rise 186 20 20 18 0 0 0 0 0 0 6 0 1 254 872.56 Congregate Care (Assisted Living) 298 33 33 29 0 0 0 0 0 0 10 0 1 406 1,396.36 Enclosed Parking with Elevator 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - High Turnover (Sit Down Restaurant) 798 87 87 77 1 1 1 1 1 1 28 1 4 1,087 3,739.86 Medical Office Building 854 94 94 82 1 1 1 1 1 1 30 1 4 1,164 4,004.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
Total 2136 234 234 205 3 3 3 3 3 2 75 2 10 2,911
Sunday Trips LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHDT Obus Ubus MCY Sbus MH Total Daily VMT Apartments Mid Rise 155 17 17 15 0 0 0 0 0 0 5 0 1 212 728.76 Congregate Care (Assisted Living) 321 35 35 31 0 0 0 0 0 0 11 0 1 437 1,502.87 Enclosed Parking with Elevator 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - High Turnover (Sit Down Restaurant) 930 102 102 89 1 1 1 1 1 1 32 1 4 1267 4,358.24 Medical Office Building 142 16 16 14 0 0 0 0 0 0 5 0 1 193 664.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
Total 1548 170 170 148 2 2 2 2 2 1 54 2 7 2,109
Gallons of Fuel
Gasoline LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHD Obus Ubus MCY Sbus MH Total Apartments Mid Rise 7,075 920 947 1,008 15 11 9 0 32 36 237 8 144 10,442 Congregate Care (Assisted Living) 9,997 1,300 1,339 1,424 21 15 13 0 45 51 335 12 203 14,755 Enclosed Parking with Elevator 0 0 0 0 0 0 0 0 0 0 0 0 0 0 High Turnover (Sit Down Restaurant) 27,733 3,606 3,714 3,950 59 43 35 0 126 141 930 32 564 40,932 Medical Office Building 98,582 12,820 13,201 14,043 209 152 125 1 447 500 3,305 113 2,004 145,501 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
143,386 18,646 19,200 20,425 303 220 182 1 651 728 4,807 165 2,915 211,629 Total Gallons Gasoline Diesel LDA LDT1 LDT2 MDV OBUS LHDT2 MHDT HHD Obus Ubus MCY Sbus MH Total Apartments Mid Rise 47 0 5 20 6 10 22 40 15 0 0 20 30 216 Congregate Care (Assisted Living) 66 1 8 29 8 14 31 57 22 0 0 29 42 305 Enclosed Parking with Elevator 0 0 0 0 0 0 0 0 0 0 0 0 0 0 High Turnover (Sit Down Restaurant) 151 1 18 66 19 31 70 130 50 1 0 65 96 700 Medical Office Building 651 5 75 283 83 133 303 560 214 3 0 281 414 3,006 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
915 7 106 397 117 188 425 788 302 4 0 395 582 4,226 Total Gallons Diesel 215,856 Total Gallons of Diesel and Gasoline
31 Average MPG
Utilities
NaturalGas Use Electricity Use
Land Use kBTU/yr kWh/yr
Apartments Mid Rise 952,480 419,906
Congregate Care (Assisted Living) 952,476 419,904
Enclosed Parking with Elevator 0 2,257,940
High Turnover (Sit Down Restaurant)2,081,700 513,630
Medical Office Building 1,556,810 2,067,190
0 Total 5,543,466 5,678,570
Offroad Construction Equipment Energy Use
PhaseName OffRoadEquipmentType
OffRoadEqui
pmentUnitA
mount UsageHours HorsePower Load Factor Horsepower Category Num Days Year Fuel Consumption Rate
(gal/hour) Fuel Type
Total Fuel Consumption
(gal/construction period)
Demolition Concrete/Industrial Saws 0 8 81 0.73 100 66 2023 4.7 Gasoline 0 Demolition Excavators 1 12 158 0.38 175 66 2023 2.9 Diesel 868 Demolition Off-Highway Trucks 1 12 402 0.38 300 66 2023 4.1 Diesel 1,247 Demolition Rubber Tired Dozers 0 8 247 0.4 300 66 2023 4.5 Diesel 0 Demolition Tractors/Loaders/Backhoes 2 12 97 0.37 100 66 2023 1.6 Diesel 933 Site Preparation Excavators 1 12 158 0.38 175 26 2023 2.9 Diesel 342 Site Preparation Graders 0 8 187 0.41 175 26 2023 3.2 Diesel 0 Site Preparation Off-Highway Trucks 1 12 402 0.38 300 26 2023 4.1 Diesel 491 Site Preparation Rubber Tired Dozers 0 7 247 0.4 300 26 2023 4.5 Diesel 0 Site Preparation Tractors/Loaders/Backhoes 2 12 97 0.37 100 26 2023 1.6 Diesel 368 Grading Bore/Drill Rigs 2 12 221 0.5 100 108 2023 2.2 Diesel 2,825 Grading Cranes 2 12 231 0.29 300 108 2023 3.3 Diesel 2,464 Grading Excavators 1 12 158 0.38 175 108 2023 2.9 Diesel 1,421 Grading Generator Sets 1 12 84 0.74 100 108 2023 5.2 Gasoline 4,982 Grading Graders 0 8 187 0.41 175 108 2023 3.2 Diesel 0
Grading Plate Compactors 1 12 8 0.43 25 108 2023 0.3 Gasoline 174 Grading Rubber Tired Dozers 0 8 247 0.4 300 108 2023 4.5 Diesel 0 Grading Tractors/Loaders/Backhoes 2 12 97 0.37 100 108 2023 1.6 Diesel 1,527 Building Construction Air Compressors 2 12 78 0.48 100 640 2023 1.3 Diesel 9,763 Building Construction Cranes 1 12 231 0.29 300 640 2023 3.3 Diesel 7,300 Building Construction Excavators 1 12 158 0.38 175 640 2023 2.9 Diesel 8,422 Building Construction Forklifts 0 6 89 0.2 100 640 2023 2.0 Diesel 0 Building Construction Generator Sets 1 12 84 0.74 100 640 2023 5.2 Gasoline 29,522 Building Construction Pumps 3 12 84 0.74 100 640 2023 1.3 Diesel 22,860 Building Construction Skid Steer Loaders 2 12 65 0.37 50 640 2023 0.9 Diesel 5,264 Building Construction Tractors/Loaders/Backhoes 1 12 97 0.37 100 640 2023 1.6 Diesel 4,525 Building Construction Welders 3 12 46 0.45 50 640 2023 2.4 Gasoline 24,994 Architectural Coating Air Compressors 2 12 78 0.48 100 53 2023 1.3 Diesel 808 Total Gasoline 59,671
Total Diesel 71,430
Onroad Construction Energy Use
Year 2023
Vehicle Types MPG by Fuel Type Population by Fuel Type
GAS DSL ELEC GAS DSL ELEC Total
LDA 31.7 50.0 6,635,002 62,493 150,700 6,697,495
LDT1 27.2 22.9 758,468 361 7,123 758,828
LDT2 25.5 36.7 2,285,150 15,595 28,810 2,300,745
LHDT1 10.7 21.9 174,910 125,545 300,455
LHDT2 9.3 19.8 30,103 50,003 80,106
MCY 36.4 305,045 305,045
MDV 20.7 28.1 1,589,863 36,128 16,377 1,625,991
MH 5.2 10.7 34,680 13,123 47,802
MHDT 5.1 11.2 25,624 122,124 147,749
HHDT 4.3 7.1 75 109,819 109,894
OBUS 5.1 8.7 5,955 4,287 10,242
SBUS 9.2 7.7 2,784 6,672 9,455
UBUS 5.1 5.9 958 13 16 971
Input Gasoline Consumption Diesel Consumption
Phase Name Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vendor Haul Worker Vendor Haul Demolition 10 0 600 14.7 6.9 5
Site Preparation 10 0 60 14.7 6.9 5
Grading 23 0 26400 14.7 6.9 5
Building Construction 150 6 0 14.7 6.9 5
Architectural Coating 30 0 0 14.7 6.9 5
Adjusted
Demolition 660 0 600 14.7 6.9 5 377 0 0 2 0 420
Site Preparation 260 0 60 14.7 6.9 5 149 0 0 1 0 42
Grading 2484 0 26400 14.7 6.9 5 1,420 0 21 7 0 18,475
Building Construction 96000 3840 0 14.7 6.9 5 54,880 1,253 0 261 21 0 Architectural Coating 1590 0 0 14.7 6.9 5 909 0 0 4 0 0 0 0 0 0 0 0
Total 57,735 1,253 22 274 21 18,937
Energy Use Summary
Construction Phase (gallons/construction period) Gasoline Diesel Construction Vehicles 59,671 71,430
Worker Trips 57,016 271
Vendor Trips 1,253 21
Haul Trucks 17 14,969
Total 117,958 86,691
Operations Phase (gallons/year) Gasoline Diesel
Natural Gas
(kBTU/yr) Electricity (kWh/yr)
Apartments Mid Rise 8,766 181 952,487 419,904
Condo/Townhouse High Rise 27,288 564 2,078,920 1,068,120 Congregate Care (Assisted Living) 12,653 261 952,476 419,904 Enclosed Parking with Elevator 0 0 0 2,257,940
High Turnover (Sit Down Restaurant) 29,039 600 513,600 1,351,860 0 0 0 0 0
All Land Uses 77,747 1,606 4,497,483 5,517,728
Operations Onroad Energy Use
Year 2026
Vehicle Types MPG by Fuel Type Population by Fuel Type
GAS DSL ELEC GAS DSL ELEC Total
LDA 34.4 53.9 6,890,013 71,374 232,749 6,961,387
LDT1 29.3 24.3 820,893 277 13,403 821,171
LDT2 28.2 39.6 2,406,087 19,279 50,413 2,425,365
LHDT1 11.1 22.9 173,057 143,072 316,129
LHDT2 9.6 20.7 30,381 57,538 87,918
MCY 36.2 330,653 330,653
MDV 22.8 30.5 1,623,219 43,701 32,680 1,666,920
MH 5.5 11.1 33,697 14,107 47,804
MHDT 5.4 11.7 26,201 137,838 164,039
HHDT 4.6 7.5 74 116,234 116,307
OBUS 5.4 9.2 5,959 4,901 10,860
SBUS 9.5 8.0 3,247 6,784 10,032
UBUS 5.5 5.7 975 6 16 981
Trips/Day Trips/day Trips/day Trips/day Total VMT/day VMT/day VMT/day Trip Length Land Use Weekday Saturday Sunday Weekly Weekday Saturday Sunday Apartments Mid Rise 275.28 248.31 207.39 1832.1 812 733 612 2.95 Condo/Townhouse High Rise 857 774 644 5703.15 2,528 2,284 1,900 2.95 Congregate Care (Assisted Living) 360 406 437 2644.5 1,063 1,197 1,289 2.95 Enclosed Parking with Elevator
High Turnover (Sit Down Restaurant) 996 1,087 1,267 7336.05 2,939 3,207 3,737 2.95 Total 2,489 2,516 2,555
Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Total Apartments Mid Rise 0.733946 0.080432 0.080432 0.070378 0.000905 0.000905 0.000905 0.000905 0.000938 0.000594 0.025612 0.000712 0.003336 100.0% Condo/Townhouse High Rise 0.733946 0.080432 0.080432 0.070378 0.000905 0.000905 0.000905 0.000905 0.000938 0.000594 0.025612 0.000712 0.003336 100.0% Congregate Care (Assisted Living) 0.733946 0.080432 0.080432 0.070378 0.000905 0.000905 0.000905 0.000905 0.000938 0.000594 0.025612 0.000712 0.003336 100.0% Enclosed Parking with Elevator 0.733946 0.080432 0.080432 0.070378 0.000905 0.000905 0.000905 0.000905 0.000938 0.000594 0.025612 0.000712 0.003336 100.0% High Turnover (Sit Down Restaurant) 0.733946 0.080432 0.080432 0.070378 0.000905 0.000905 0.000905 0.000905 0.000938 0.000594 0.025612 0.000712 0.003336 100.0%

0.0%
Vehicle Trips
Weekday Trips LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHDT Obus Ubus MCY Sbus MH Total Daily VMT Apartments Mid Rise 202 22 22 19 0 0 0 0 0 0 7 0 1 275 812.08 Condo/Townhouse High Rise 629 69 69 60 1 1 1 1 1 1 22 1 3 857 2,528.00 Congregate Care (Assisted Living) 264 29 29 25 0 0 0 0 0 0 9 0 1 360 1,063.00 Enclosed Parking with Elevator 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - High Turnover (Sit Down Restaurant) 731 80 80 70 1 1 1 1 1 1 26 1 3 996 2,939.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
Total 1827 200 200 175 2 2 2 2 2 1 64 2 8 2,489
Saturday Trips LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHDT Obus Ubus MCY Sbus MH Total Daily VMT Apartments Mid Rise 182 20 20 17 0 0 0 0 0 0 6 0 1 248 732.51 Condo/Townhouse High Rise 568 62 62 54 1 1 1 1 1 0 20 1 3 774 2,283.92 Congregate Care (Assisted Living) 298 33 33 29 0 0 0 0 0 0 10 0 1 406 1,197.46 Enclosed Parking with Elevator 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - High Turnover (Sit Down Restaurant) 798 87 87 77 1 1 1 1 1 1 28 1 4 1,087 3,207.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
Total 1846 202 202 177 2 2 2 2 2 1 64 2 8 2,516
Sunday Trips LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHDT Obus Ubus MCY Sbus MH Total Daily VMT Apartments Mid Rise 152 17 17 15 0 0 0 0 0 0 5 0 1 207 611.80 Condo/Townhouse High Rise 473 52 52 45 1 1 1 1 1 0 16 0 2 644 1,900.36 Congregate Care (Assisted Living) 321 35 35 31 0 0 0 0 0 0 11 0 1 437 1,288.80 Enclosed Parking with Elevator 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - High Turnover (Sit Down Restaurant) 930 102 102 89 1 1 1 1 1 1 32 1 4 1267 3,737.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
Total 1876 206 206 180 2 2 2 2 2 2 65 2 9 2,555
Gallons of Fuel
Gasoline LDA LDT1 LDT2 MDV LHDT1 LHDT2 MHDT HHD Obus Ubus MCY Sbus MH Total Apartments Mid Rise 5,939 772 795 846 13 9 8 0 27 30 199 7 121 8,766 Condo/Townhouse High Rise 18,489 2,404 2,476 2,634 39 28 24 0 84 94 620 21 376 27,288 Congregate Care (Assisted Living) 8,573 1,115 1,148 1,221 18 13 11 0 39 43 287 10 174 12,653 Enclosed Parking with Elevator 0 0 0 0 0 0 0 0 0 0 0 0 0 0 High Turnover (Sit Down Restaurant) 19,675 2,559 2,635 2,803 42 30 25 0 89 100 660 23 400 29,039 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
52,676 6,850 7,054 7,503 111 81 67 0 239 267 1,766 61 1,071 77,747 Total Gallons Gasoline Diesel LDA LDT1 LDT2 MDV OBUS LHDT2 MHDT HHD Obus Ubus MCY Sbus MH Total Apartments Mid Rise 39 0 5 17 5 8 18 34 13 0 0 17 25 181 Condo/Townhouse High Rise 122 1 14 53 16 25 57 105 40 1 0 53 78 564 Congregate Care (Assisted Living) 57 0 7 25 7 12 26 49 19 0 0 24 36 261 Enclosed Parking with Elevator 0 0 0 0 0 0 0 0 0 0 0 0 0 0 High Turnover (Sit Down Restaurant) 130 1 15 56 17 27 60 112 43 1 0 56 83 600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
348 3 40 151 44 71 162 299 115 2 0 150 221 1,606 Total Gallons Diesel 79,353 Total Gallons of Diesel and Gasoline
34 Average MPG
Utilities
NaturalGas Use Electricity Use
Land Use kBTU/yr kWh/yr
Apartments Mid Rise 952,487 419,904
Condo/Townhouse High Rise 2,078,920 1,068,120
Congregate Care (Assisted Living) 952,476 419,904
Enclosed Parking with Elevator 0 2,257,940
High Turnover (Sit Down Restaurant)513,600 1,351,860
0 Total 4,497,483 5,517,728
Offroad Construction Equipment Energy Use
PhaseName OffRoadEquipmentType
OffRoadEqui
pmentUnitA
mount UsageHours HorsePower Load Factor Horsepower Category Num Days Year Fuel Consumption Rate
(gal/hour) Fuel Type
Total Fuel Consumption
(gal/construction period)
Demolition Concrete/Industrial Saws 0 8 81 0.73 100 66 2023 4.7 Gasoline 0 Demolition Excavators 1 12 158 0.38 175 66 2023 2.9 Diesel 868 Demolition Off-Highway Trucks 1 12 402 0.38 300 66 2023 4.1 Diesel 1,247 Demolition Rubber Tired Dozers 0 8 247 0.4 300 66 2023 4.5 Diesel 0 Demolition Tractors/Loaders/Backhoes 2 12 97 0.37 100 66 2023 1.6 Diesel 933 Site Preparation Excavators 1 12 158 0.38 175 26 2023 2.9 Diesel 342 Site Preparation Graders 0 8 187 0.41 175 26 2023 3.2 Diesel 0 Site Preparation Off-Highway Trucks 1 12 402 0.38 300 26 2023 4.1 Diesel 491 Site Preparation Rubber Tired Dozers 0 7 247 0.4 300 26 2023 4.5 Diesel 0 Site Preparation Tractors/Loaders/Backhoes 2 12 97 0.37 100 26 2023 1.6 Diesel 368 Grading Bore/Drill Rigs 2 12 221 0.5 100 108 2023 2.2 Diesel 2,825 Grading Cranes 2 12 231 0.29 300 108 2023 3.3 Diesel 2,464 Grading Excavators 1 12 158 0.38 175 108 2023 2.9 Diesel 1,421 Grading Generator Sets 1 12 84 0.74 100 108 2023 5.2 Gasoline 4,982 Grading Graders 0 8 187 0.41 175 108 2023 3.2 Diesel 0
Grading Plate Compactors 1 12 8 0.43 25 108 2023 0.3 Gasoline 174 Grading Rubber Tired Dozers 0 8 247 0.4 300 108 2023 4.5 Diesel 0 Grading Tractors/Loaders/Backhoes 2 12 97 0.37 100 108 2023 1.6 Diesel 1,527 Building Construction Air Compressors 2 12 78 0.48 100 640 2023 1.3 Diesel 9,763 Building Construction Cranes 1 12 231 0.29 300 640 2023 3.3 Diesel 7,300 Building Construction Excavators 1 12 158 0.38 175 640 2023 2.9 Diesel 8,422 Building Construction Forklifts 0 6 89 0.2 100 640 2023 2.0 Diesel 0 Building Construction Generator Sets 1 12 84 0.74 100 640 2023 5.2 Gasoline 29,522 Building Construction Pumps 3 12 84 0.74 100 640 2023 1.3 Diesel 22,860 Building Construction Skid Steer Loaders 2 12 65 0.37 50 640 2023 0.9 Diesel 5,264 Building Construction Tractors/Loaders/Backhoes 1 12 97 0.37 100 640 2023 1.6 Diesel 4,525 Building Construction Welders 3 12 46 0.45 50 640 2023 2.4 Gasoline 24,994 Architectural Coating Air Compressors 2 12 78 0.48 100 53 2023 1.3 Diesel 808 Total Gasoline 59,671
Total Diesel 71,430
Onroad Construction Energy Use
Year 2023
Vehicle Types MPG by Fuel Type Population by Fuel Type
GAS DSL ELEC GAS DSL ELEC Total
LDA 31.7 50.0 6,635,002 62,493 150,700 6,697,495
LDT1 27.2 22.9 758,468 361 7,123 758,828
LDT2 25.5 36.7 2,285,150 15,595 28,810 2,300,745
LHDT1 10.7 21.9 174,910 125,545 300,455
LHDT2 9.3 19.8 30,103 50,003 80,106
MCY 36.4 305,045 305,045
MDV 20.7 28.1 1,589,863 36,128 16,377 1,625,991
MH 5.2 10.7 34,680 13,123 47,802
MHDT 5.1 11.2 25,624 122,124 147,749
HHDT 4.3 7.1 75 109,819 109,894
OBUS 5.1 8.7 5,955 4,287 10,242
SBUS 9.2 7.7 2,784 6,672 9,455
UBUS 5.1 5.9 958 13 16 971
Input Gasoline Consumption Diesel Consumption
Phase Name Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vendor Haul Worker Vendor Haul Demolition 13 0 300 14.7 6.9 5
Site Preparation 8 0 60 14.7 6.9 5
Grading 10 0 21030 14.7 6.9 5
Building Construction 150 6 0 14.7 6.9 5
Architectural Coating 30 0 0 14.7 6.9 5
Adjusted
Demolition 858 0 300 14.7 6.9 5 490 0 0 2 0 210
Site Preparation 208 0 60 14.7 6.9 5 119 0 0 1 0 42
Grading 1080 0 21030 14.7 6.9 5 617 0 17 3 0 14,717
Building Construction 96000 3840 0 14.7 6.9 5 54,880 1,253 0 261 21 0 Architectural Coating 1590 0 0 14.7 6.9 5 909 0 0 4 0 0 0 0 0 0 0 0
Total 57,016 1,253 17 271 21 14,969

PHASE I ENVIRONMENTAL SITE ASSESSMENT
Phase I Environmental Site Assessment
465, 491, 503, 525 and 577 South Arroyo Parkway
Pasadena, California 91105
PREPARED BY:

EMG
10461 Mill Run Circle, Suite 1100
Owings Mills, Maryland 21117
800.733.0660
www.EMGcorp.com
EMG CONTACT:

Kelly Hoover
Senior Environmental
Consultant
800.733.0660. x6279
[email protected]
EMG Project Number:
136895.19R000-001.135
Date of Report:

April 30, 2020
On Site Date:

February 28, 2019
Prepared for:

The Arroyo Parkway, LLC
716 Mission Street
South Pasadena, California 91030
Ellen Lee
Project Summary Table
Report Section Acceptable Routine Solution Phase II REC Estimated Cost Significant Data Gaps Yes
Current Use of Project Yes
Hazardous Materials Yes
Storage Tanks Yes (1) No N/A
Waste Generation No (2) Yes No N/A
Surface Areas Yes
Adjoining Property Use Yes
Historical Review Yes (3) No N/A
Project Regulatory Database Review Yes (4) Historical N/A Off-Site Regulatory Database Review Yes
Vapor Migration Yes
Asbestos No (5) Yes No $499
Radon Gas Yes
Lead-Based Paint Yes
Lead in Drinking Water Yes
Moisture Conditions No (6) Yes No Refer to PCA
Conditions noted in the Project Summary Table are representative of the overall conditions of the property. The Project Summary Table should not be used as a stand alone document. REC - Recognized Environmental Condition, as defined by ASTM E1527-13.

Footnotes:

1. A ”gasol” pump was identified in the southeastern corner of 511 South Arroyo Parkway based on Sanborn maps dated 1950 and 1970. “Gasol” is an abbreviated term for gasoline, which is used on Sanborn maps during this time period. A “gasol” pump generally consists of a fuel dispenser and most commonly a mechanical pump and nozzle. Based on the lack of information related to the historical presence of a "gasol" pump on-site, Ramboll US Corporation (Ramboll) conducted a Phase II Environmental Site Assessment to evaluate the subsurface conditions in the vicinity of the pump. On February 13, 2018, Spectrum Geophysics of Chatsworth conducted a geophysical survey to mark subsurface utility lines, subsurface structures, and underground obstructions in the area of concern. During the geophysical survey, two approximately 2-inch diameter metal conduits were observed extending above ground surface in the general vicinity of the former “gasol” pump.

One conduit was located within an elevated concrete pad, extended approximately three inches above the ground surface and was backfilled with concrete. The second conduit extended approximately two inches above the ground surface and was open to an approximate depth of five feet below ground surface (bgs). A petroleum-like odor was noted on the measuring tape used to measure the total depth of the open conduit. Finally, a subsurface metallic anomaly, suggestive of piping, was detected approximately 0.5 foot bgs and extended laterally between the two aforementioned conduits. Two soil borings were also advanced to 20 feet bgs in the vicinity of the former pump. Soil samples were collected from borings at approximate depths of 5, 10, 15, and 20 feet and were field screened for organic vapors with a photoionization detector (PID). 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 i www.EMGcorp.com p 800.733.0660
The soil samples were also submitted to a laboratory for the analysis of volatile organic compounds (VOCs), oxygenates and methyl tert butyl ether (MTBE), total petroleum hydrocarbons (TPH)-gasoline range organics (GRO), TPH-diesel range organics (DRO), TPH-oil range organics (ORO), and lead. Groundwater samples were not collected due to the typical depth to groundwater in the area (more than 140 feet bgs). No VOC, MTBE or TPH were detected in soil samples. Lead was detected at concentrations ranging from 3.8 mg/kg to 10 mg/kg; however, all concentrations were below the USEPA regional screening levels for residential and commercial/industrial use, and within typical background levels for California. Based on this information, the former "gasol" pump represents a de minimis condition associated with the Project. No further action or investigation is recommended.

2. One cooking grease bin and an in-ground grease trap which are not currently in use were identified at the vacant former Margarita Jones restaurant (541 South Arroyo Parkway) and an additional in-ground grease trap which is not currently in use was identified at the vacant former Dona Rosa Bakery and Taqueria (577 South Arroyo Parkway) located on the southwest portion of the Project. In addition, a 55-gallon drum was observed on the southwest portion of the Project.

According to labeling on the drum, the contents are "Non-hazardous" and consist of soil cuttings that were generated during the completion of a subsurface investigation at the Project in 2018. No evidence of releases from the grease bin, traps or drum, such as staining or dead vegetation, was observed. The cooking grease in the bin and any remaining cooking grease located in the grease traps, as well as the contents of the soil cutting drum, should be disposed by a licensed contractor in accordance with applicable regulations.

3. The review of the historical data available for the Project identified that a bus facility (and later a distributing company, auto repair facility, tire center and auto detailing shop) with an associated fueling station was located on the northern portion of the Project, in the area of the current Whole Foods store, from approximately the 1930s through 2007. Sanborn Maps from 1950 through 1970 depicted “gas and oil tanks” in the southern portion of the Whole Foods site. Furthermore, a UST was formerly associated with 455 South Arroyo Parkway, in the area of the current Whole Foods store. No details regarding the size or contents of the UST were provided. Additionally, Absolute Automotive at 451 South Arroyo Parkway was also listed on the historical auto station database which may have also been associated with this address/business. No records regarding the installation or removal of USTs were found during this assessment. Based on the fact that a three-story underground parking garage was constructed at the Whole Foods building, it appears likely that any onsite USTs or potentially contaminated soils associated with USTs would have been excavated and removed during the construction of the parking garage. Based on the excavation of onsite soils during the redevelopment in 2008 and anticipated depth to groundwater, the former bus fueling facility and historical USTs do not appear to represent a recognized environmental condition. No further action or investigation is recommended at this time.

4. The review of the historical data available for the Project and the regulatory database report identified that a service station, the former ARCO station located at 125 East California Boulevard, was located at the Project from approximately the 1930s to 2002 and utilized at least three USTs. This facility was located on the southern portion of the Project, the site of the current vacant restaurant at 577 South Arroyo Parkway. An unauthorized gasoline release impacting groundwater was first reported in 1988 and soil vapor extraction operations were initiated. In 1998, three USTs were removed from the site and various soil and groundwater investigations were subsequently conducted. The Project received a "no further action" letter from the Pasadena Fire Department dated May 24, 2000; however, the site also received an additional clarification letter regarding the "no further action" letter stating that while the site has complied with the regulatory requirements for the site investigation/remediation, contamination remained at the Project below regulatory action levels. A Declaration of Environmental Restriction allowing access for remediation was recorded on August 21, 2002 that was to terminate 90 days after No Further Action was received. Quarterly monitoring was completed and 761 cubic yards of soil was removed. The LARWQCB granted case closure on December 3, 2004 with no property use restrictions, activity and use limitations, institutional controls, or engineering controls. The monitoring wells were abandoned in 2005. Based on the "no further action" status, the historical use of the Project as a service station represents a historical recognized environmental condition.

No further action or investigation is recommended at this time. 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 ii www.EMGcorp.com p 800.733.0660

5. Based on the date of construction (1921, 1925, 1951, 2003 and 2008), there is a potential that asbestos containing materials (ACM) exist at the Project. The suspect asbestos containing roofing materials, ceiling tile, wallboard/joint compound, vinyl floor tile, vinyl sheet flooring and various mastics were observed in generally good condition with the exception of some limited areas of damage noted in the 499/511 Building and the 577 Building. These materials can be maintained in place if an Operations and Maintenance (O&M) Program is developed and implemented. A properly designed O&M Program is sufficient to maintain the materials in accordance with current regulatory standards.

6. Moisture conditions (including standing water on the floors) were observed on the ceiling, wall and floor areas at the 499/511 Building (currently a vacant building). The areas affected by the moisture were approximately 320 square feet in size. In addition, moisture conditions were observed on the second floor ceiling tiles at the 577 Building (former Dona Rosa Bakery and Taqueria). The areas affected by the moisture were approximately 20 square feet in size. Refer to the EMG Property Condition Assessment (PCA) report (EMG Project Number 136895.19R000-001.264) for further discussion. 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 iii www.EMGcorp.com p 800.733.0660

TABLE OF CONTENTS

1.0 Executive Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

1.1 Findings, Opinions, & Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

1.2 Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

1.3 Certification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

1.4 Reliance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

2.0 Scope of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10

2.1 Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10

2.2 Scope of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10

2.3 ASTM E1527 Non-Scope Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10

3.0 User Provided Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12

3.1 User Questionnaire . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12

3.2 Environmental Lien/AUL Search . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12

4.0 Physical Setting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

4.1 Topography . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

4.2 Geology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

4.3 Hydrogeology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

4.4 Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

5.0 Site Reconnaissance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

5.1 Units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

5.2 Project Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18

5.3 Hazardous Materials and Petroleum Products . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19

5.4 Waste Generation, Storage, and Disposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24

5.5 Surface Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29

5.6 Utilities, Heating, and Cooling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33

5.7 Adjoining Property Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34

5.8 Interviews . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37

5.8.1 Key Site Manager . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37

5.8.2 Current Occupants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37

5.8.3 Current Owner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37

5.8.4 Past Owners and Occupants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37

5.8.5 Nearby Owners and Occupants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 iv www.EMGcorp.com p 800.733.0660

6.0 Historical Use Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38

6.1 Project Historical Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38

6.2 Off-Site Historical Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41

6.3 Historical Environmental Documentation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42

7.0 Environmental Records Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45

7.1 Regulatory Database Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45

7.1.1 Project Regulatory Database Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46

7.1.2 Off-Site Regulatory Database Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49

7.1.3 Vapor Migration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53

7.2 Local Agency Records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54

8.0 ASTM E1527 Non-Scope Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56

8.1 Asbestos . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56

8.2 Radon Gas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57

8.3 Lead-Based Paint . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57

8.4 Lead in Drinking Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57

8.5 Moisture Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57

8.6 Wetlands . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59

8.7 Flood Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60

9.0 Limitations, Key Terms, and References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61

9.1 Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61

9.2 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61

9.3 Key Terms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 v www.EMGcorp.com p 800.733.0660

TABLE OF APPENDICES
Appendix A: Photographs
Appendix B: Field Sketch
Appendix C: Maps and Aerial Photographs
- Tax Map
- Aerial Photographs
- Fire Insurance Maps
- Topographic Maps
Appendix D: Questionnaires
Appendix E: Laboratory Analytical Results
Appendix F: Supporting Documentation
- Assessor Records
- Local Agency Records
- Project Regulatory Records
- Off-Site Regulatory Records
- City Directories
Appendix G: Historical Environmental Documents
Appendix H: Regulatory Database Report and Physical Setting Report (PSR) Appendix I: Key Personnel Resumes
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 vi www.EMGcorp.com p 800.733.0660
East elevation of Project East elevation of Project

1.0 Executive Summary
EMG performed a Phase I Environmental Site Assessment of the property summarized below on February 28, 2019.

Project Description
Project Name: 465, 491, 503, 525 and 577 South Arroyo Parkway (the "Project") Project Address: 465, 491, 503, 525 and 577 South Arroyo Parkway, Pasadena, Los Angeles County, California 91105
Additional Current/Historical
Addresses:
441-577 South Arroyo Parkway; 112-118 East Bellevue Drive; 101-125 East California Boulevard
Assessor Parcel Number(s): 5722-008-002, 5722-008-012, 5722-008-016, 5722-008-017, 5722-008-019 Site Visit Date: February 28, 2019
Property Type: Retail
Land Area (acres)/Source: 3.3 from assessing records
Number of Units: 8 units
Number of Buildings: 8
Year Constructed: 1921 (499/501/511), 1925 (485-497), 1951 (523/541), 2003 (577), and 2008 (441-483) Basement: Yes (499 Building and Subterranean Parking Garage in 441-483 Building) Building Area (SF)/Source: 147,725 from client provided information (rent roll) Domestic Sewage: Public utility - City of Pasadena
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 1 www.EMGcorp.com p 800.733.0660
East-southeast elevation of Project Northeast elevation of 441-483 Building (Whole Foods) Northwest elevation of 441-483 Building (Whole Foods) East elevation of 441-483 Building (Whole Foods) South elevation of 441-483 Building (Whole Foods) Northeast elevation of 485-497 Building (K9 Loft) 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 2 www.EMGcorp.com p 800.733.0660
East elevation of 485-497 Building (K9 Loft) Northwest elevation and associated parking area of 485-497 Building (K9 Loft)
East elevation of 499/511 Building South elevation of 499/511 Building Southeast elevation of 499/511 Building East elevation of 501 Building 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 3 www.EMGcorp.com p 800.733.0660
Southeast elevation of 501 Building North elevation of 523 Building East elevation of 523 Building West elevation of 523 Building East-southeast elevation of 541 Building South elevation of 541 Building 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 4 www.EMGcorp.com p 800.733.0660
West elevation of 541 Building North elevation of 577 Building Southeast elevation of 577 Building South elevation of 577 Building

1.1 Findings, Opinions, & Conclusions
EMG performed a Phase I Environmental Site Assessment using methods and procedures consistent with good commercial and customary practice in conformance with ASTM E1527-13 of 465, 491, 503, 525 and 577 South Arroyo Parkway, Pasadena, Los Angeles County, California 91105. Any exceptions to, or deletions from, this practice are described in Section 2 of this report.

This assessment has revealed no evidence of recognized environmental conditions (RECs), historical recognized environmental conditions (HRECs), controlled recognized environmental conditions (CRECs), significant data gaps, or significant business environmental risks in connection with the Project, except as discussed below.

Storage Tanks
De Minimis Condition: Historic "Gasol pump" identified
A ”gasol” pump was identified in the southeastern corner of 511 South Arroyo Parkway based on Sanborn maps dated 1950 and 1970. “Gasol” is an abbreviated term for gasoline, which is used on Sanborn maps during this time period. A “gasol” pump generally consists of a fuel dispenser and most commonly a mechanical pump and nozzle. Based on the lack of information related to the 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 5 www.EMGcorp.com p 800.733.0660
historical presence of a "gasol" pump on-site, Ramboll US Corporation (Ramboll) conducted a Phase II Environmental Site Assessment to evaluate the subsurface conditions in the vicinity of the pump. On February 13, 2018, Spectrum Geophysics of Chatsworth conducted a geophysical survey to mark subsurface utility lines, subsurface structures, and underground obstructions in the area of concern.

During the geophysical survey, two approximately 2-inch diameter metal conduits were observed extending above ground surface in the general vicinity of the former “gasol” pump. One conduit was located within an elevated concrete pad, extended approximately three inches above the ground surface and was backfilled with concrete. The second conduit extended approximately two inches above the ground surface and was open to an approximate depth of five feet below ground surface (bgs). A petroleum-like odor was noted on the measuring tape used to measure the total depth of the open conduit. Finally, a subsurface metallic anomaly, suggestive of piping, was detected approximately 0.5 foot bgs and extended laterally between the two aforementioned conduits. Two soil borings were also advanced to 20 feet bgs in the vicinity of the former pump. Soil samples were collected from borings at approximate depths of 5, 10, 15, and 20 feet and were field screened for organic vapors with a photoionization detector (PID). The soil samples were also submitted to a laboratory for the analysis of volatile organic compounds (VOCs), oxygenates and methyl tert butyl ether (MTBE), total petroleum hydrocarbons (TPH)-gasoline range organics (GRO), TPH-diesel range organics (DRO), TPH-oil range organics (ORO), and lead. Groundwater samples were not collected due to the typical depth to groundwater in the area (more than 140 feet bgs). No VOC, MTBE or TPH were detected in soil samples. Lead was detected at concentrations ranging from 3.8 mg/kg to 10 mg/kg; however, all concentrations were below the USEPA regional screening levels for residential and commercial/industrial use, and within typical background levels for California. Based on this information, the former "gasol" pump represents a de minimis condition associated with the Project.

No further action or investigation is recommended.

Waste Generation
Business Environmental Risk: Unused cooking grease bin, grease traps and soil cutting drum identified One cooking grease bin and an in-ground grease trap which are not currently in use were identified at the vacant former Margarita Jones restaurant (541 South Arroyo Parkway) and an additional in-ground grease trap which is not currently in use was identified at the vacant former Dona Rosa Bakery and Taqueria (577 South Arroyo Parkway) located on the southwest portion of the Project. In addition, a 55-gallon drum was observed on the southwest portion of the Project. According to labeling on the drum, the contents are "Non-hazardous" and consist of soil cuttings that were generated during the completion of a subsurface investigation at the Project in 2018. No evidence of releases from the grease bin, traps or drum, such as staining or dead vegetation, was observed.

The cooking grease in the bin and any remaining cooking grease located in the grease traps, as well as the contents of the soil cutting drum, should be disposed by a licensed contractor in accordance with applicable regulations.

Historical Review
De Minimis Condition: Historical bus facility fueling station/USTs identified The review of the historical data available for the Project identified that a bus facility (and later a distributing company, auto repair facility, tire center and auto detailing shop) with an associated fueling station was located on the northern portion of the Project, in the area of the current Whole Foods store, from approximately the 1930s through 2007. Sanborn Maps from 1950 through 1970 depicted “gas and oil tanks” in the southern portion of the Whole Foods site.

Furthermore, a UST was formerly associated with 455 South Arroyo Parkway, in the area of the current Whole Foods store. No details regarding the size or contents of the UST were provided. Additionally, Absolute Automotive at 451 South Arroyo Parkway was also listed on the historical auto station database which may have also been associated with this address/business. 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 6 www.EMGcorp.com p 800.733.0660
No records regarding the installation or removal of USTs were found during this assessment. Based on the fact that a three-story underground parking garage was constructed at the Whole Foods building, it appears likely that any onsite USTs or potentially contaminated soils associated with USTs would have been excavated and removed during the construction of the parking garage. Based on the excavation of onsite soils during the redevelopment in 2008 and anticipated depth to groundwater, the former bus fueling facility and historical USTs do not appear to represent a recognized environmental condition.

No further action or investigation is recommended at this time.

Project Regulatory Database Review
Historical Recognized Environmental Condition: Historic service station identified The review of the historical data available for the Project and the regulatory database report identified that a service station, the former ARCO station located at 125 East California Boulevard, was located at the Project from approximately the 1930s to 2002 and utilized at least three USTs. This facility was located on the southern portion of the Project, the site of the current vacant restaurant at 577 South Arroyo Parkway. An unauthorized gasoline release impacting groundwater was first reported in 1988 and soil vapor extraction operations were initiated. In 1998, three USTs were removed from the site and various soil and groundwater investigations were subsequently conducted. The Project received a "no further action" letter from the Pasadena Fire Department dated May 24, 2000; however, the site also received an additional clarification letter regarding the "no further action" letter stating that while the site has complied with the regulatory requirements for the site investigation/remediation, contamination remained at the Project below regulatory action levels. A Declaration of Environmental Restriction allowing access for remediation was recorded on August 21, 2002 that was to terminate 90 days after No Further Action was received. Quarterly monitoring was completed and 761 cubic yards of soil was removed. The LARWQCB granted case closure on December 3, 2004 with no property use restrictions, activity and use limitations, institutional controls, or engineering controls. The monitoring wells were abandoned in 2005. Based on the "no further action" status, the historical use of the Project as a service station represents a historical recognized environmental condition.

No further action or investigation is recommended at this time.

Asbestos
Business Environmental Risk: Suspect ACM Identified
Based on the date of construction (1921, 1925, 1951, 2003 and 2008), there is a potential that asbestos containing materials (ACM) exist at the Project. The suspect asbestos containing roofing materials, ceiling tile, wallboard/joint compound, vinyl floor tile, vinyl sheet flooring and various mastics were observed in generally good condition with the exception of some limited areas of damage noted in the 499/511 Building and the 577 Building.

These materials can be maintained in place if an Operations and Maintenance (O&M) Program is developed and implemented. A properly designed O&M Program is sufficient to maintain the materials in accordance with current regulatory standards.

Moisture Conditions
Business Environmental Risk: Moisture conditions identified Moisture conditions (including standing water on the floors) were observed on the ceiling, wall and floor areas at the 499/511 Building (currently a vacant building). The areas affected by the moisture were approximately 320 square feet in size. In addition, moisture conditions were observed on the second floor ceiling tiles at the 577 Building (former Dona Rosa Bakery and Taqueria). The areas affected by the moisture were approximately 20 square feet in size.

Refer to the EMG Property Condition Assessment (PCA) report (EMG Project Number 136895.19R000-001.264) for further discussion.
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1.2 Recommendations
EMG recommends the following:

Recommendation Estimated Cost
The cooking grease in the bin and any remaining cooking grease located in the grease traps, as well as the contents of the soil cutting drum, should be disposed by a licensed contractor in accordance with applicable regulations.

Not Applicable
The development and implementation of an Asbestos O&M Program. Costs indicated are for O&M Program Document development only. Comprehensive survey costs, if required, will be identified as a result of O&M Program implementation.
$499
Refer to the EMG Property Condition Assessment (PCA) report (EMG Project Number 136895.19R000-001.264) for further discussion of the identified moisture conditions.

To Be Determined

1.3 Certification
EMG certifies that EMG has no undisclosed interest in the subject property, that EMG's relationship with the Client is at arms-length, and that EMG's employment and compensation are not contingent upon the findings or recommendations provided in the Report.

If you have any questions regarding this report, please contact Kelly Hoover at (800) 733-0660 x6279 or [email protected].

Surveyed By: Jeanie Schulz, Project Manager
Written By: Jeanie Schulz, Project Manager
Environmental Professional and Reviewed By:

I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in § 312.10 of 40 CFR 312.

I have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the Project. I have developed and performed the all appropriate inquiries in conformance with the standard and practices set forth in 40 CFR Part 312.

Kelly Hoover, Senior Environmental Consultant

1.4 Reliance

1. May be relied upon by Lender and its successor in determining whether to make a loan evidenced by a note "Property Note" secured by the Subject Property.

2. May be relied upon by any purchaser in determining whether to purchase the Property Note for this transaction from Lender.

3. May be relied upon by any Rating Agency in rating securities issued by Lender and representing an interest in the Property Note.

4. May be included with and referenced to in materials offering the Property Note or an interest in the Property Note for sale to intended third party beneficiaries to this Report, except as expressly stated herein.

Lender (to be identified), its parent, affiliates and their successors and assigns, bond holders and potential bond holders, the underwriters 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 8 www.EMGcorp.com p 800.733.0660
of and securitization of the loan secured by the Property, the rating agencies rating such securitization, and each of such parties’ counsel, are entitled to rely upon this Report and to use its contents and conclusions as may be appropriate. This report is also for the use and benefit of, and may be relied upon by, Allstate Insurance Company, an Illinois Insurance company, Arroyo Parkway, LLC, Arroyo Parkway Property Owner, LLC, Edgewood Realty Partners, LLC, Adept Development and The Kutzer Company, and any of their affiliates, partners, members, officers, employees, agents, assigns, and their respective heirs, executors, administrators, transferees, successors in interest, and third parties authorized in writing by Edgewood Realty Partners, LLC, and EMG, including the lender(s) in connection with a secured financing of the site, and their respective successors and assigns. The above mentioned parties agree by accepting this report that any use or reliance on this report shall be limited by the exceptions and limitations in this report, and with the acknowledgment that actual site conditions may change with time, and that hidden conditions may exist at the site that were not discovered within the authorized scope of the assessment. Any use by or distribution of this report to third parties, without the express written consent of EMG, is at the sole risk and expense of such third party except as noted in the reliance language above. 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 9 www.EMGcorp.com p 800.733.0660

2.0 Scope of Work

2.1 Purpose
The purpose of this report is to provide the Client the results of a commercially prudent and reasonable inquiry designed to identify recognized environmental conditions at the Project taking into account reasonably ascertainable information. In accordance with ASTM E1527-13, the level of environmental assessment was guided by several factors, including the type of property and the risk tolerance of the user.

The user informed EMG that the purpose of the assessment is for financing.

2.2 Scope of Work
The assessment was conducted utilizing generally accepted Phase I industry standards, using American Society for Testing and Materials (ASTM) Standard Practice E 1527-13.

This assessment is based on the evaluation of the information gathered, laboratory analyses of samples collected (when required), and accessibility at the time of the assessment.

The Scope of Work included an evaluation of:

2.3 ASTM E1527 Non-Scope Considerations
At the Client's request, the assessment included a screening approach for the following Non-ASTM Considerations, which are otherwise beyond the Scope of ASTM E1527-13.

Interviews with individuals knowledgeable about the Project for the purpose of gathering information regarding the potential for contamination at the Project.

 Available pertinent documents obtained by EMG or provided by the client.

Reasonably ascertainable federal, state, and local records in an effort to identify sites of known or suspected hazardous waste activity located at or near the Project.

The Project history in an attempt to identify possible ownership(s) and/or uses, as identified through review of reasonably ascertainable standard historical sources.

The physical characteristics of the Project, as identified through review of reasonably ascertainable topographic data, wetlands, soils, geology, and groundwater data.

Current Project conditions (as applicable) as they pertain to the presence or absence of: facility storage tanks, drums, containers (above or below ground), etc., transformers and other electrical equipment which utilize fluid which may potentially contain PCBs, the use of hazardous materials/chemicals and petroleum products, and/or the generation, treatment, storage, or disposal of hazardous, regulated, or medical wastes.

An evaluation of information contained in programs such as the NPL, SEMS, CERCLIS, SHWS, RCRIS, SWF, LUST, and other governmental information systems within specific search distances of the Project. This evaluation was performed to identify sites that represent a recognized environmental condition. The regulatory agency report provided is based on an evaluation of the data collected and compiled by a contracted data research company. The search is designed to meet the requirements of ASTM Standard Practice E 1527-13. The information provided is assumed to be correct and complete. 
Visual observation of the adjoining properties to identify high-risk neighbors and the potential for known or suspected contamination to migrate onto the Project.

465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 10 www.EMGcorp.com p 800.733.0660
Non-ASTM Considerations
Asbestos Containing
Materials:

The identification of suspect asbestos containing materials in accessible areas. Sampling of suspect materials was not performed.

Radon Gas: Radon gas propensity, through the review of the USEPA's Map of Radon Zones.

Lead-Based Paint: The identification of lead-based paint for residential and daycare properties constructed prior to 1978. Sampling of suspect materials was not performed.

Lead In Drinking Water: A screening for lead in water, based on information provided by the municipal water provider.

Moisture Conditions: The identification of visible moisture conditions and conditions conducive for moisture conditions. In addition, EMG interviewed Project personnel regarding any known or suspected moisture conditions, water intrusion, or mildew like odors.

Wetlands: Review of readily available wetlands map data available from the US Fish and Wildlife Service. A site specific wetland delineation is beyond the scope of this assessment.

Flood Zone: Review of readily available flood zone map designations available from regulatory agencies, such as the Federal Emergency Management Agency (FEMA).
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 11 www.EMGcorp.com p 800.733.0660

3.0 User Provided Information
In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small Business Liability Relief and Brownfield’s Revitalization Act of 2001 (the “Brownfield’s Amendments”) (if desired), the user must provide certain information (if available) identified in the User Questionnaire to the environmental professional. Failure to provide this information could result in a determination that “all appropriate inquiry” is not complete.

Within this Phase I Environmental Site Assessment, EMG's reference to the Client follows the ASTM guide's definition of user, that is, the party that retains EMG for the preparation of a baseline ESA of the Project. A user may include, without limitation, a purchaser, potential tenant, owner, existing or potential mortgagee, lender, or property manager of the Project.

3.1 User Questionnaire
EMG submitted the following User Questionnaire to the user pursuant to the responsibilities described in Section 6 of ASTM Standard E 1527-13. All Appropriate Inquires (40 CFR Part 312) requires that these questions be answered by or on behalf of a party seeking to qualify for limited liability protections to CERCLA liability.

A completed User Questionnaire was not returned to EMG. The lack of this information represents a data gap. However, based on the other information obtained during the completion of this assessment, the lack of the User Questionnaire does not represent a significant data gap. A copy of the User Questionnaire is included in Appendix D.

3.2 Environmental Lien/AUL Search
The presence of an Activity and Use Limitation (AUL) at a property is an indication that there may be residual levels of hazardous substances or petroleum products present above unrestricted land use levels. Although Environmental Liens and AULs are often recorded with the property deed at the local land title office, in some cases they are filed in a separate environmental agency database or in project documentation, such as agency closure letters. ASTM E1527-13 does not require the environmental professional to undertake a review of recorded land title records and judicial records for environmental liens and AULs. Such a review is performed at the discretion of the user, based on their need to meet the requirements of 40 CFR 312.20 and 312.25.

The user did not engage EMG to review title and judicial records for environmental liens or AULs recorded against the Project.

Furthermore, these documents were not provided to EMG for review. The lack of this information represents a data gap. However, based on the other information obtained during the completion of this assessment, the lack of the Environmental AUL/Lien search does not represent a significant data gap.
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4.0 Physical Setting
ASTM E1527-13 requires that the current 7.5-minute USGS Topographic Map (or equivalent) showing the area on which the Project is located be reviewed. Additional physical setting sources, such as soil survey maps, groundwater maps and geologic maps may be obtained and reviewed at the discretion of the environmental professional. The purpose of this review is to evaluate whether hazardous substances or petroleum products are likely to migrate to the Project.

4.1 Topography
The most recent version of the USGS Topographic Map available is discussed below. Historical USGS Topographic Maps, if available, are discussed in Section 6.

USGS Topographic Map and Google Earth Review
Topographic Map Name: Pasadena, California
Topographic Map Year: 2015
Project Topography
Upper Elevation (feet): 790
Lower Elevation (feet): 790
Surface Slope: Relatively flat
Slope Direction: South
General Vicinity Topography
Slope Direction: South
Nearest Surface Water Feature: Arroyo Seco Creek
Nearest Surface Water Feature
Distance:
5,950 feet
Nearest Surface Water Feature
Direction:

West

4.2 Geology
The generalized geology of the Project area was researched using seamless USGS geological maps provided in the ERIS Physical Setting Report (PSR) and/or readily available geologic maps. The PSR is included in Appendix H.

Generalized Geology
Source: ERIS
Unit Name: Quaternary alluvium and marine deposits
Primary Rock Type: Alluvium
Secondary Rock Type: Terrace
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4.3 Hydrogeology
Groundwater conditions at the Project are estimated based on reasonably available data such as groundwater maps, previous subsurface investigations conducted at, or in the vicinity of the Project, and local conditions. Shallow groundwater flow is generally expected to follow the ground level slope of surface elevations towards the nearest open body of water. Estimated groundwater levels may vary due to seasonal fluctuations in precipitation, local usage demands, geology, underground structures, or dewatering operations.

Hydrogeology
Source: A previous subsurface investigation completed at the Project.

Estimated Depth to Shallow
Groundwater:
146-155 feet below ground surface
Estimated Direction of Shallow
Groundwater Flow:

South-southeast

4.4 Soils
The Soil Survey Geographic Database (SSURGO) contains information about soil as collected by the National Cooperative Soil Survey at the Natural Resources Conservation Service (NRCS). Review of the SSURGO data available in the PSR (Appendix H) and/or from the NRCS Web Soil Survey identified the following soil type(s) at the Project:

Soil Series Name Drainage Texture
Urban land-Palmview-Tujunga complex Well drained to somewhat excessively drained
Sandy loam and loamy sand
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 14 www.EMGcorp.com p 800.733.0660

5.0 Site Reconnaissance
The objective of the site reconnaissance is to obtain information indicating the likelihood of identifying recognized environmental conditions in connection with the property. In accordance with ASTM E1527-13, EMG attempted to visually observe the periphery of the Project and all structures to the extent not obstructed by obstacles. In addition, EMG attempted to visually observe interior common areas, maintenance and repair areas, and a representative sample of occupant spaces. In general, EMG does not look under floors, above ceilings, behind walls, in confined spaces, in transformer vaults, or in other areas not considered to be safe to access.

Site Reconnaissance Conditions
Date Completed: February 28, 2019
EMG Project Manager: Jeanie Schulz
Weather Conditions: Partly cloudy
Temperature (F): 70s
Percent of Units Observed: Approximately 85%
Access Limitations: A representative sample of interior areas of the tenant space located at 501 South Arroyo Parkway was not made available to EMG for access due to the privacy concerns as patients/ clientele were present. Additionally, EMG was unable to access the roofs. The lack of access represents a data gap. However, based on the conditions observed in the accessed areas, discussions with the site contact, and review of other available information, the lack of access does not represent a significant data gap.

5.1 Units
The units located at the Project are discussed below.

Commercial Units Observed
Unit # Tenant Name Tenant Operations
441-483 South Arroyo
Parkway (441-483
Building)
Whole Foods Grocery store
485-497 South Arroyo
Parkway (485-497
Building)
K9 Loft Pet product retail store and pet daycare/boarding 499/511 South Arroyo
Parkway (499/511
Building)
Vacant Not applicable
501 South Arroyo
Parkway (501 Building)
Encompass Wells and
Gold Line Pilates
Wellness center and Pilates studio
523 South Arroyo
Parkway
Town and Country Party rental retail store
541 South Arroyo
Parkway (541 Building)
Vacant Not applicable
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 15 www.EMGcorp.com p 800.733.0660
Whole Foods store interior (441-483) Whole Foods office space (441-483) Whole Foods parking garage (441-483) K9 Loft store interior (485-497) Commercial Units Observed
Unit # Tenant Name Tenant Operations
577 South Arroyo
Parkway/125 East
California Boulevard (577
Building)
Vacant Not applicable
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 16 www.EMGcorp.com p 800.733.0660
K9 Loft dog play area (485-497) 499/511 Building interior 499/511 Building interior 499/511 Building basement interior Encompass Wellness patient treatment room (501) Town and County interior (523) 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 17 www.EMGcorp.com p 800.733.0660
541 Building interior 541 Building kitchen
577 Building interior 577 Building kitchen

5.2 Project Use
Environmentally Suspect Project Use
Project Use Currently Located at the Project
Cellular Communications Equipment: No
Commercial Printing: No
Dry Cleaner: No
Emergency Generator or Diesel Fire Pump: No
Gas Station: No
Industrial Use: No
Landfill: No
Machine Shop: No
Meth Lab: No
Military Use: No
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 18 www.EMGcorp.com p 800.733.0660
Environmentally Suspect Project Use
Project Use Currently Located at the Project
Petroleum Exploration/Production: No
Photograph/X-Ray Developing: No
Vehicle Repair: No

5.3 Hazardous Materials and Petroleum Products
Accessible interior and exterior areas of the Project were observed for the presence of hazardous materials and petroleum products.

EMG evaluated any observed manways, vent pipes, fill connections, concrete pads, and unknown saw cuts to determine if USTs are present at the Project, or if USTs were historically located at the Project. In addition, the Key Site Manager and other property management personnel were interviewed regarding the presence of USTs at the Project.

EMG observed the Project for the presence of potentially PCB-containing equipment such as electrical transformers and hydraulic lifts.

Equipment installed after 1979 is unlikely to contain PCBs.

EMG observed the Project for visual evidence of petroleum and natural gas pipelines, such as pipeline markers.

Storage and Use of Hazardous Materials and Petroleum Products Feature Identified at Project
Drums and Small Containers: Yes. Further discussed below.

Underground Storage Tanks (USTs): No
Aboveground Storage Tanks (ASTs): No
Oil Cooled Transformers: Yes. Further discussed below.

Hydraulic Elevators: Yes. Further discussed below.

Hydraulic Lifts: Yes. Further discussed below.

Other Hydraulic Equipment: Yes. Further discussed below.

Petroleum or Natural Gas Pipelines: No
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 19 www.EMGcorp.com p 800.733.0660
Typical janitorial supply storage in tenant spaces Janitorial supply storage at Whole Foods Maintenance supply storage at Whole Foods
Drums and Small Containers
Material Quantity Storage Location Spills or Leaks
Janitorial and maintenance
supplies
Retail-size containers Janitor closets and other designated areas
No
Review of the hazardous materials use and storage at the Project did not identify any recognized environmental conditions or environmental concerns with regards to the materials listed in the table above. 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 20 www.EMGcorp.com p 800.733.0660
Vaulted transformer on northwest exterior of 441-483 Building Vaulted transformer on western exterior of 577 Building Oil Cooled Transformers
Type: Vaulted
Number of Units: 2
Owner: Utility company
Labeled: Not labeled
Age: Appears to have been installed after 1979
PCB Status: Unlikely to be PCB-contaminated based on the apparent age of the equipment.

Spills or Leaks Observed: No
Conclusion: Based on the information above, the presence of this equipment does not represent a recognized environmental condition.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 21 www.EMGcorp.com p 800.733.0660
Hydraulic elevator equipment in parking garage Hydraulic elevator equipment in parking garage Hydraulic Elevators
Number of Elevators: 2
Owner: Tenant
Age: Appears to have been installed after 1979
PCB Status: Unlikely to be PCB-contaminated based on the apparent age of the equipment.

Spills or Leaks Observed: No
Conclusion: Based on the information above, the presence of this equipment does not represent a recognized environmental condition.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 22 www.EMGcorp.com p 800.733.0660
Hydraulic lift equipment in the basement of the 499 Building Hydraulic Lifts
Number of Lifts: 1
Owner: Property
Installation: Below grade
Age: Appears to have been installed prior to 1980
PCB Status: Potentially contains PCBs
Spills or Leaks Observed: No
Conclusion: Based on the information above, the presence of this equipment does not represent a recognized environmental condition.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 23 www.EMGcorp.com p 800.733.0660
Hydraulic box baler
Other Hydraulic Equipment
Type of Equipment: Box baler
Number of Units: 1
Owner: Tenant
Age: Appears to have been installed after 1979
PCB Status: Unlikely to be PCB-contaminated based on the apparent age of the equipment.

Spills or Leaks Observed: No
Conclusion: Based on the information above, the presence of this equipment does not represent a recognized environmental condition.

5.4 Waste Generation, Storage, and Disposal
Visual observation for the generation, treatment, storage, and disposal of wastes was performed. The areas of waste generation and storage were observed for evidence of current and past releases.

Although a waste disposal regulatory compliance audit is beyond the scope of this assessment, general waste disposal procedures were evaluated to determine if any deficiencies exist that are likely to result in a release to the Project.

Waste Generation and Disposal
Feature Identified at Project
Waste Generation: Yes. Further discussed below.

Septic Systems: No
Sewer Lift Stations: No
Grease Traps: Yes. Further discussed below.

Oil Water Separators: Yes. Further discussed below.

Unknown Drums or Containers: No
Waste Disposal Ponds or Lagoons: No
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 24 www.EMGcorp.com p 800.733.0660
Dumpsters Retail waste storage in Whole Foods (441-483) Waste Generation
Waste Type Disposal Method Storage Location Spills or Leaks Domestic sewage Sanitary sewer Not applicable No
Municipal trash Contracted waste hauler Dumpsters No
Retail waste (damaged or
expired product)
Contracted waste hauler Whole Foods warehouse (441-483) No Cooking grease Contracted waste hauler Grease traps and bin No Non-hazardous soil cuttings Contracted waste hauler Western exterior of 577 Building No A grease bin containing minimal quantities of grease was observed on the western exterior of the 541 Building. In addition, a drum was observed on the western exterior of the 577 Building with labeling indicating the contents consisted of non-hazardous soil cuttings.

According to the Key Site Manager, the grease bin has not been used in several years and the soil cuttings in the drum were generated during a 2018 subsurface investigation completed at the 499/511 Building. Refer to Sections 1.1 and 6.3 for further discussions.

Review of waste storage and disposal information did not identify any recognized environmental conditions or environmental concerns with regards to the wastes listed in the table above.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 25 www.EMGcorp.com p 800.733.0660
Below-grade grease trap on western exterior of 541 Building Below-grade grease trap on northern exterior of 577 Building Grease trap in parking garage of 441-483 Building (Whole Foods) Grease trap in parking garage of 441-483 Building (Whole Foods) Empty grease bin on western exterior of 541 Building Drum labeled as non-hazardous soil cuttings on western exterior of 577 Building
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 26 www.EMGcorp.com p 800.733.0660
Below-grade grease trap on western exterior of 541 Building Below-grade grease trap on northern exterior of 577 Building Grease Traps
Type: In-ground concrete (2 traps)
Wastes: Cooking grease
Year Installed: Unknown
Currently Active: No
Reported Condition: Good
Observed Condition: Good
Location: Western exterior of 541 Building and northern exterior of 577 Building Discharge Location: Storm sewer
Waste Removal: According to the Key Site Manager, the grease traps have been inactive for several years.

Waste Manifests: Copies of the most recent disposal manifests were not available.

Conclusion: Based on the information above, no recognized environmental conditions or environmental concerns were identified.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 27 www.EMGcorp.com p 800.733.0660
Grease trap in parking garage of 441-483 Building (Whole Foods) Grease trap in parking garage of 441-483 Building (Whole Foods) Grease Traps
Type: Above ground plastic (2 traps)
Wastes: Cooking grease
Year Installed: 2008
Currently Active: Yes
Reported Condition: Good
Observed Condition: Good
Location: Lower level of parking garage below Whole Foods building (441-483) Discharge Location: Storm sewer
Waste Removal: A contracted waste hauler reportedly removed the waste as needed Waste Manifests: Copies of the most recent disposal manifests were not available but the equipment appears to be serviced regularly based on field observations and discussion with the Key Site Manager.

Conclusion: Based on the information above, no recognized environmental conditions or environmental concerns were identified.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 28 www.EMGcorp.com p 800.733.0660
Sump and oil-water separator in parking garage of 441-483 Building
Oil Water Separators
Type: In-ground concrete
Wastewater Source: Parking facility
Year Installed: 2007
Currently Active: Yes
Reported Condition: Good
Observed Condition: Good
Location: Lower level of parking garage beneath Whole Foods building (441-483) Discharge Location: Storm sewer
Waste Removal: A contracted waste hauler removes the waste as needed.

Waste Manifests: A copy of the most recent disposal manifest was not available but the equipment appears to be serviced regularly based on field observations and discussion with the Key Site Manager.

Conclusion: Based on the information above, no recognized environmental conditions or environmental concerns were identified.

5.5 Surface Areas
The interior and exterior surface areas were observed for environmentally significant features such as wells, sumps, staining, and pits.

Surface Areas
Feature Identified at Project
Environmentally Significant Floor Drains, Sumps and Pits: Yes. Further discussed below.

Pools of Liquid Waste: No
Surface Staining: No
Unusual or Noxious Chemical Odors: No
Landfilling: No
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 29 www.EMGcorp.com p 800.733.0660
Surface Areas
Feature Identified at Project
Stressed Vegetation: No
Stormwater Retention/Detention Basins: No
Domestic Water Wells: No
Monitoring Wells: No
Irrigation Wells/Dry Wells: No
Evidence of Former Subsurface Investigation: Yes. Further discussed below.

Railroad Tracks: Yes. Further discussed below.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 30 www.EMGcorp.com p 800.733.0660
Sump and oil-water separator in parking garage of 441-483 Building
Environmentally Significant Floor Drains, Sumps, and Pits Type of Drain # of Drains Discharge Point
Staining or Odors
Observed
Connected to Oil/Water
Separator Location
Sump 1 Storm sewer No Yes Lower level of parking
garage beneath Whole
Foods building (441-483)
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 31 www.EMGcorp.com p 800.733.0660
Evidence of former soil boring on western exterior of 577 Building Evidence of former soil boring on north- northwest exterior of 577 Building
Evidence of former soil boring on north exterior of 577 Building Evidence of Former Subsurface Investigation
Evidence: Three apparent boreholes
Location: North, northwest and west exterior of 577 Building Staining: No
Stressed Vegetation: No
Dumping of Hazardous Waste: No
Conclusion: Refer to Sections 1.1 and 6.3 for further discussions.

Railroad Tracks
Location: Abutting west of the Project
Type: Thru-railway
Rail Yard: Not associated with a rail yard or other area of concentrated activity Timeframe: Since at least 1890
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 32 www.EMGcorp.com p 800.733.0660
Abutting west railroad tracks
Railroad Tracks
Current Status: Active
Staining: No
Distressed Vegetation: No
Other Evidence of Contamination: No
Conclusion: Based on this information, the presence of the railroad tracks does not appear to represent a recognized environmental condition at this time.

5.6 Utilities, Heating, and Cooling
Utilities
Domestic Water: Public utility - City of Pasadena
Electricity: Public utility - City of Pasadena
Natural Gas: Public utility - Southern California Gas Company Domestic Sewer: Public utility - City of Pasadena
Heating and Cooling
Type of Heating: Natural gas units
Type of Cooling: Electric units
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 33 www.EMGcorp.com p 800.733.0660
Water heater

5.7 Adjoining Property Use
The adjoining properties were visually observed for evidence of recognized environmental conditions, such as property uses likely to result in a release and visual evidence of surface migration of releases. ASTM E1527-13 defines adjoining properties as any real property that is contiguous or partially contiguous with the Project or that would be but for a street, road, or other public thoroughfare separating them. The following adjoining properties were identified:

North
Bordering Street/Road: East Bellevue Drive
Address Range: 412 South Raymond Avenue, 411 South Arroyo Parkway, 432 South Arroyo Parkway Description of Property Use: Union Station Homeless Services adult center (northwest), Arroyo Parkway Self Storage (north), Snyder Diamond retail store (northeast)
East
Bordering Street/Road: South Arroyo Parkway
Address Range: 450-560 South Arroyo Parkway, 171 East California Boulevard Description of Property Use: Commercial/retail businesses (Lifestyle Outdoors, MC2Fit, Cisco Home, Denong Fine Tea, Parkway Grill, Arroyo Chop House, Bryan's Cleaners and Laundry, Granny's Pantry and West World Imports) and condominiums
South
Bordering Street/Road: East California Boulevard
Address Range: 100 East California Boulevard, 605 South Arroyo Parkway, 160 East California Boulevard Description of Property Use: Medical office building (Retina Institute/The California Clinic to the southwest), Valero service station (south) and Arroyo-California Car Wash/Chevron service station (southeast) West
Bordering Street/Road: Railroad tracks
Address Range: 442-552 South Raymond Avenue
Description of Property Use: Commercial/retail businesses (Plati German Car Service, Absolute Automotive, SoCal Public Radio/KPCC, CMG Design and U-Haul Rentals and Self Storage) 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 34 www.EMGcorp.com p 800.733.0660
Adjacent north Arroyo Parkway Self Storage Adjacent northeast Snyder Diamond and Lifestyle Outdoor retail stores
Findings
Environmentally Suspect Uses: Yes, two service stations (Valero and Chevron) are located at 605 South Arroyo Parkway and 160 East California Boulevard, adjacent to the south and southeast of the Project. In addition, two auto repair facilities (Plati German Car Service and Absolute Automotive) are located at 442 and 450 South Raymond Avenue), adjacent to the west of the Project. Lastly, a dry cleaner (Bryan's Cleaners and Laundry) is located at 544 South Arroyo Parkway, adjacent to the east of the Project.

No monitoring wells or other visual evidence of a current or past release associated with the service stations, auto repair facilities and dry cleaner were observed.

Visual Evidence of a Release: No visual evidence of a release, such as staining or monitoring wells, was observed near the Project boundary closest to these facilities.

Releases Reported: The adjacent SoCal Public Radio/KPCC and U-Haul Rentals and Self Storage facilities are identified on the LUST and CHMIRS databases, resepectively, indicating releases occurred at these facilities.

Conclusion: Refer to Section 7.1.2 for further discussion of the regulatory database listing associated with the adjacent properties. No other recognized environmental conditions or environmental concerns were identified.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 35 www.EMGcorp.com p 800.733.0660
Adjacent east mixed-used building and Cisco Home store Adjacent east-southeast Granny's Pantry and Bryan's Cleaners and Laundry
Adjacent southeast Chevron service station Adjacent south Valero service station car wash and auto repair Adjacent west railroad tracks and Plati German Car Service Adjacent west railroad tracks and U-Haul facility 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 36 www.EMGcorp.com p 800.733.0660

5.8 Interviews

5.8.1 Key Site Manager
EMG attempted to interview the Key Site Manager as part of this assessment. In addition, a Questionnaire was provided to the Key Site Manager to assist EMG in determining if recognized environmental conditions exist at the Project.

Key Site Manager Interviews
Name Relationship To Property Years With Property Telephone Number Claudia Rodriguez Property Manager 1 626.441.9620
Refer to Section 1.1 for further discussions of historical uses of the Project and the moisture conditions identified by the Key Site Manager Questionnaire. A copy of the Key Site Manager Questionnaire is included in Appendix D.

5.8.2 Current Occupants
EMG made a reasonable attempt to interview all major occupants and also those other occupants whose operations are likely to indicate a recognized environmental condition.

No occupants of the Project were available or would agree to an interview. The lack of occupant interviews represents a data gap.

However, based on the conditions observed in the accessed areas, discussions with the site contact, and review of other available information, the lack of this information does not represent a significant data gap.

5.8.3 Current Owner
EMG submitted an Owner Questionnaire to the client in an effort to identify the owner of the Project who could be interviewed to provide information regarding proceedings involving the Project.

A completed Owner Questionnaire was not returned to EMG. The lack of this information represents a data gap. However, based on the other information obtained during the completion of this assessment, the lack of the Owner Questionnaire does not represent a significant data gap. A copy of the blank Owner Questionnaire is included in Appendix D.

5.8.4 Past Owners and Occupants
No past owners of the Project, who likely would have material information regarding recognized environmental conditions at the Project, were identified.

5.8.5 Nearby Owners and Occupants
The Project was not an abandoned property with evidence of unauthorized uses or uncontrolled access; therefore, interviews were not conducted with adjoining or nearby property owners or occupants. 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 37 www.EMGcorp.com p 800.733.0660

6.0 Historical Use Information
The purpose of the historical review is to determine the previous uses of the Project and surrounding area in order to identify the likelihood of past uses having led to a recognized environmental condition. Historical sources that are both reasonably ascertainable, and likely to be useful are reviewed in an attempt to document the historical use of the Project and surrounding areas dating back to 1940, or the first developed use, whichever is earlier.

Copies of representative historical maps/aerial photographs are included in Appendix C. Other historical documentation, such as City Directory abstracts, copies of building department records, and ownership records are included in Appendix F, when available.

The following standard historical sources were researched:

Standard Historical Sources
Data Type Source Years Covered
Aerial Photographs: Environmental Risk Information
Services (ERIS)
1928, 1934, 1938, 1944, 1949, 1956, 1964, 1972,
1980, 1988, 1994, 2002, 2005, 2010, 2012, 2014,
2016
Fire Insurance (Sanborn) Maps: ERIS 1890, 1894, 1903, 1910, 1931, 1950, 1970 USGS Topographic Maps: ERIS 1894, 1896, 1900, 1928, 1940, 1953, 1966, 1972, 1988, 1995, 2015
Local Street Directories: ERIS 1921, 1924, 1928, 1933, 1937, 1940, 1943, 1947, 1951, 1955, 1960, 1965, 1970, 1975, 1979, 1985,
1990, 1995-96, 2000-01, 2005-06, 2012, 2018
Building Department Records: City of Pasadena Building and Safety Department
1920s - Current
Fire Department Records: City of Pasadena Fire Department Not applicable Zoning/Land Use Records: City of Pasadena Planning Department 2005 - Current Property Tax Files and Land Title
Records:

Los Angeles County Assessor 2002 - Current
Key Site Manager Interview: Pre-Survey Questionnaire 2018 - Current Oil and Gas Well Map: ERIS Current
Previous Environmental Reports: Refer to Section 6.3 Refer to Section 6.3 Other Historical Sources: Not applicable Not applicable EMG was not able to obtain standard historical sources that document the Project history in five-year intervals. Furthermore, EMG was not able to document the use of the Project back to the first developed use, or back to 1940, whichever is earlier. The lack of this information represents a data gap. However, based on the other information obtained during the completion of this assessment, the lack of this information does not represent a significant data gap.

6.1 Project Historical Use
Based on review of the historical resources identified in Section 6.0, the following chronological history was developed for the Project. 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 38 www.EMGcorp.com p 800.733.0660
Chronological History of Project
Years Project Use Tenants
Environmental
Concern
Prior to 1890 No historical data available. Not applicable No 1890s Residences and vacant lots Residential No
1900s A factory and vacant lots Voting machine factory No 1910s Vacant building and vacant lots Not applicable No 1920s - Mid 1930s Various commercial buildings
(including current 485-497, 499/511
and 501 Buildings) and vacant lots
Pacific Electric RV Company motor bus
garage and office, a storage building,
roofing material storage building/
offices, sheet metal works, wholesale
groceries warehouse/offices, and a
plumbing supply warehouse/office
No
Late 1930s - 1940s Various commercial buildings
(including current 485-497, 499/511
and 501 Buildings) and a service
station on the southeast portion of the
Project.

Pasadena City Lines bus garage/office
and an associated fueling station
(439-457 S Arroyo), G. Rose used
lumber (473), Destruxol Corporation
Insecticides (495), Market Basket office
(501) and S Connolly Richfield Service
Station (125 E California)
Yes. Refer to Section 1.1
for further discussion.
1950s - Early 1960s Various commercial buildings
(including current 485-497, 499/
511, 501, 523 and 541 Buildings) and a
service station on the southeast portion
of the Project. Of note, a "gasol pump"
was noted on the 1950 Sanborn map
located on the southeast corner of the
499/511 building.

Pasadena City Lines (bus garage,
office, paint spray booth, wash rack
and fueling station) (439-483), various
warehouses and offices (485),
Destruxol Corporation Insecticides
(495), Taverner & Fricke wholesale
paper/Dorr Bros. Moving/Rade
Corporation (501), Home & Industrial
Supply building materials/Skills
Unlimited (523) and Chick & John
Richfield Service Station/Patterson
Richfield Service Station (125)
Yes. Refer to Section 1.1
for further discussion.

Mid 1960s - Late 1960s Various commercial buildings
(including current 485-497, 499/
511, 501, 523 and 541 Buildings) and a
service station on the southeast portion
of the Project
Pasadena City Lines (bus garage,
office, wash rack, spray paint booth
and fueling station) (439-483), Servisoft
Water Service (491), multi-tenant
building (495), Commercial
Commodities/Dorr Bros. Moving/
Pasadena Scientific Industries/Marick
Corporation (501), Westward Ho
restaurant (541) and Patterson
Richfield Service Station (125)
Yes. Refer to Section 1.1
for further discussion.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 39 www.EMGcorp.com p 800.733.0660
Chronological History of Project
Years Project Use Tenants
Environmental
Concern
1970s Various commercial buildings
(including current 485-497, 499/511,
501, 523 and 541 Buildings) and a
service station on the southeast portion
of the Project. Of note, a "gasol pump"
was noted on the southeast corner of
the 499/511 building in the 1970
Sanborn map.

A municipal vehicle maintenance
facility (including a garage, office, spray
paint booth, wash rack and fueling
station (439-483), Cimino Distributing/
Foto Beverage Company (455),
Servisoft Water Service (491),
multi-tenant office/warehouse facility
(495), Huntington Desk Company
(499), Commercial Commodities
Company/Pasadena Scientific
Industries/John R. Anderson (501),
Robert Masten (503), Lewis Unique
Iron (523), Westward Ho/Duck Soup
restaurant (541) and Patterson
Richfield Service Station (125)
Yes. Refer to Section 1.1
for further discussion.
1980s - Early 1990s Various commercial buildings
(including current 485-497, 499/511,
501, 523 and 541 Buildings) and a
service station on the southeast portion
of the Project
ATW/A&S Tire Sales/American Tire
Warehouse/Capitol Group Tire/
Discount Tire Center (455), Rags to
Riches (491), multi-tenant office/
warehouse building (495), Huntington
Desk Company (499), John R.

Anderson/Rae Mar Development (501),
Lewis Wrought Iron/Colonial Antiques/
Phil Harbaugh Auto/Porte La Grande
Auto (523), Manana restaurant (541)
and Patterson Richfield Service Station
(165)
Yes. Refer to Section 1.1
for further discussion.

Mid 1990s - Late 1990s Various commercial buildings
(including current 485-497, 499/511,
501, 523 and 541 Buildings) and a
Absolute Automotive Service/Mark
Kramer Construction (451), Discount
Tire Centers (455), multi-tenant office/
warehouse building (495), Huntington
Desk Company/Business Interiors
(499), Bruce Anderson (501), Roy
Aldridge Auto (523), Manana
restaurant (541) and ARCO service
station (125)
Yes. Refer to Section 1.1
for further discussion.

Early 2000s - Mid 2000s Various commercial buildings
(including current 485-497, 499/511,
501, 523 and 541 Buildings) and a
service station on the southeast portion
of the Project. Of note, the service
station was demolished in
approximately 2002 and replaced by
the current 577 Building.

Absolute Automotive Service/Frank's
Detail Shop (451), Discount Tire
Centers (455), Absolute Auto Detail
(491), Corporate Furniture Resources
(499), Parkway Antiques (523),
Margarita Jones restaurant (541), Dona
Rosa/HMS Catering (577), Vic's ARCO
Mini Market and Service Station (125)
in 2000-2002
Yes. Refer to Section 1.1
for further discussion.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 40 www.EMGcorp.com p 800.733.0660
Chronological History of Project
Years Project Use Tenants
Environmental
Concern
2008 - Current Various commercial buildings
(including current 441-483, 485-497,
499/511, 501, 523, 541 and
577 Buildings)
Whole Foods Market (465), K9 Loft
(499), AAA Board Up/E-Biome/Gold
Line Pilates/Encompass Wellness/
Jensen Construction (501), Margarita
Jones restaurant (541) and Dona Rosa
Bakery and Tacqueria (577)
No
Tax files and land title records can include general property information, current and historical ownership names, and title records provided by the user. Readily available ownership records are reviewed from the local tax assessor. A 50-year chain of title search was not performed based on the Scope of Work. The following ownership history was identified.

Ownership History of Project
Year Purchased Owner Name Environmental Concern
Prior to 2002 BP Coast Products, LLC (southern portion of Project) Yes. Refer to Section 1.1 for further discussion.
2002 125 ECP, LLC (southern portion of Project) No
2007 Marc Itah Trust No

6.2 Off-Site Historical Use
Based on review of the historical resources identified in Section 6.0, the following chronological history was developed for the adjoining properties.

Chronological History of Adjoining Properties
Years Adjoining Property Use Environmental Concern
North
Prior to 1890 No historical data available No
1890 - 1930s Undeveloped land No
1940s - Current General commercial (including a former dry cleaner to northeast) Yes. Refer to Section 7.1.2 for further discussion.

East
Prior to 1890 No historical data available No
1890 - 1920s Residential and undeveloped land No
1930s - 1940s General commercial, residential and undeveloped land No 1950s - Current General commercial (including dry cleaners) and residential Yes. Refer to Section 7.1.2 for further discussion.

South
Prior to 1890 No historical data available No
1890 - Mid 1900s Undeveloped land No
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 41 www.EMGcorp.com p 800.733.0660
Chronological History of Adjoining Properties
Years Adjoining Property Use Environmental Concern
Late 1900s - Mid 1930s General commercial No
Late 1930s - Current General commercial including two service stations to the south and southeast
Yes. Refer to Section 7.1.2 for further
discussion.

West
Prior to 1890 No historical data available No
1890 - 1920s Railroad tracks, residential and undeveloped land No 1930s - 1950s Railroad tracks, residential, warehouses and office buildings No 1960s - Current Railroad tracks, warehouses and office buildings (businesses include various auto repair facilities)
Yes. Refer to Section 7.1.2 for further
discussion.

Refer to Section 7.1.2 for further discussion of the historical adjacent properties.

6.3 Historical Environmental Documentation
In accordance with ASTM E1527-13, EMG requested that the user provide copies of previous environmental assessments for review.

Furthermore, EMG may have obtained prior environmental assessments and regulatory records from local, state, and federal regulatory agencies. The purpose of reviewing prior environmental assessments is to determine if any recognized environmental conditions have previously been identified. Documentation provided to EMG which is unrelated to the completion of this report may not be reviewed.

Report Title Prepared By Report Date Obtained From Copy of Report Concerns
Identified
Request for Closure
Letter for ARCO Facility
No. 510
Delta Environmental
Consultants, Inc. (DEC)
August 26, 1999 Client Appended Yes. Further
discussed below.

Notice of Detection of
Contamination and
Landowner Notification
Requirements for ARCO
Facility No. 510
City of Pasadena Fire
Department (PFD)
December 28,
1999
Client Appended Yes. Further
discussed below.

Intent to Make a
Determination that No
Further Action is
Required or Issue a
Closure Letter for ARCO
Facility No. 510
PFD December 28,
1999
Client Appended Yes. Further
discussed below.

Underground Storage
Tank Closure Activities at
ARCO Facility No. 510
PFD May 24, 2000 Client Appended Yes. Further
discussed below.

Site Map (showing
remedial activities)
Secor International, Inc.
(Secor)
February 19, 2003 Regulatory agency Appended Yes. Further discussed below.

Grading Plan for 577
South Arroyo Parkway
Prutz & Associates (P&A) March 6, 2003 Client Available Upon Request
Yes. Further
discussed below.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 42 www.EMGcorp.com p 800.733.0660
Report Title Prepared By Report Date Obtained From Copy of Report Concerns
Identified
Site Map (showing soil
borings and groundwater
monitoring well locations)
Secor December 2, 2003 Regulatory agency Appended Yes. Further discussed below.

Atlantic Richfield
Company Quarterly
Report
Secor January 15, 2004 Regulatory agency Appended Yes. Further discussed below.

Underground Storage
Tank Program -
Notification to Fee Title
Holder With Intent to
Close Case
Los Angeles Regional
Water Quality Control
Board (LARWQCB)
October 22, 2004 Regulatory agency Appended Yes. Further discussed below.

Underground Tank
Program - Case Closure
Letter
LARWQCB December 3, 2004 Regulatory agency Appended Yes. Further discussed below.

ALTA/ACSM Land Title
Survey for 465 South
Arroyo Parkway
JRN Civil Engineers
(JRN)
November 5, 2014 Client Appended No
Phase I Environmental
Site Assessment
EBI Consulting (EBI) November 5, 2014 Client Available Upon Request
Yes. Further
discussed below.

Phase II Environmental
Site Assessment
Ramboll US Corporation
(Ramboll)
March 12, 2018
(revised draft)
Regulatory agency Appended Yes. Further
discussed below.

Phase I Environmental
Site Assessment
EMG March 13, 2018 Client Available Upon
Request
Yes. Further
discussed below.

LUST Case Summary for
ARCO Facility No. 510
LARWQCB Current Regulatory agency Appended Yes. Further discussed below.

Historical Recognized Environmental Condition: Historical service station identified The review of the historical data available for the Project and the regulatory database report identified that a service station (former ARCO station located at 125 East California Boulevard) was located at the Project from approximately the 1930s to 2002 and utilized at least three USTs. This facility was located on the southern portion of the Project (site of the current vacant restaurant at 577 South Arroyo Parkway). An unauthorized gasoline release impacting groundwater was first reported in 1988 and soil vapor extraction operations were initiated. In 1998, three USTs were removed from the site and various soil and groundwater investigations were subsequently conducted. The Project received a "no further action" letter from the Pasadena Fire Department dated May 24, 2000; however, the site also received an additional clarification letter regarding the "no further action" letter stating that while the site has complied with the regulatory requirements for the site investigation/remediation, contamination remained at the Project below regulatory action levels. A Declaration of Environmental Restriction allowing access for remediation was recorded on August 21, 2002 that was to terminate 90 days after No Further Action was received. In addition, the Declaration indicates that written approval would be required from BP West Coast Products LLC prior to the construction of any improvements or installing any equipment within the Restricted Area for a period of 90 days after the receipt of a No Further Action letter. Quarterly monitoring was completed and 761 cubic yards of soil was removed.

The LARWQCB granted case closure on December 3, 2004 with no property use restrictions, activity and use limitations, institutional controls, or engineering controls. The monitoring wells were abandoned in 2005. Based on the "no further action" status, the historical use of the Project as a service station represents a historical recognized environmental condition.

De minimis condition: Historical bus station fueling facility/USTs identified 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 43 www.EMGcorp.com p 800.733.0660
The review of the historical data available for the Project identified that a bus facility (and later a distributing company, auto repair facility, tire center and auto detailing shop) with an associated fueling station was located on the northern portion of the Project, in the area of the current Whole Foods store, from approximately the 1930s through 2007. Sanborn Maps from 1950 through 1970 depicted “gas and oil tanks” in the southern portion of the Whole Foods site. No records regarding the installation or removal of USTs were found during this assessment. Based on the fact that a three-story underground parking garage was constructed at the Whole Foods building, it appears likely that any onsite USTs or potentially contaminated soils associated with USTs would have been excavated and removed during the construction of the parking garage. Based on the excavation of onsite soils during the redevelopment in 2008, the former bus fueling facility does not represent a recognized environmental condition.

De minimis condition: Historical UST identified
The 2014 EBI Phase I Environmental Site Assessment indicated a UST was formerly associated with 455 South Arroyo Parkway, in the area of the current Whole Foods store. No details regarding the size or contents of the UST were provided. Additionally, 451 South Arroyo Parkway (Absolute Automotive Service) was listed on the historical auto station database which may have been associated with this address/business. No records regarding the installation or removal of UST(s) at this site were found during this assessment. Based on the fact that a three-story underground parking garage was constructed at the Whole Foods building, it appears likely that any onsite USTs or potentially contaminated soils associated with USTs would have been excavated and removed during the construction of the parking garage. Based on the excavation of onsite soils during the redevelopment in 2008, the reported SWEEPS UST or historical usage of the Project does not represent a recognized environmental condition.

De minimis condition: Historical "gasol pump" identified A ”gasol pump" was identified in the southeastern corner of 511 South Arroyo Parkway based on Sanborn maps dated 1950 and 1970. “Gasol” is an abbreviated term for gasoline, which is used on Sanborn maps during this time period. A “gasol pump" generally consists of a fuel dispenser and most commonly a mechanical pump and nozzle. Based on the lack of information related to the historical presence of a gasol pump on-site, Ramboll US Corporation (Ramboll) conducted a Phase II Environmental Site Assessment to evaluate the subsurface conditions in the vicinity of the pump. On February 13, 2018, Spectrum Geophysics of Chatsworth conducted a geophysical survey to mark subsurface utility lines, subsurface structures, and underground obstructions in the area of concern. During the geophysical survey, two approximately 2-inch diameter metal conduits were observed extending above ground surface in the general vicinity of the former gasol pump. One conduit was located within an elevated concrete pad, extended approximately three inches above the ground surface, and was backfilled with concrete. The second conduit extended approximately two inches above the ground surface and was open to an approximate depth of five feet below ground surface (bgs). A petroleum-like odor was noted on the measuring tape used to measure the total depth of the open conduit. Finally, a subsurface metallic anomaly, suggestive of piping, was detected approximately 0.5 foot bgs and extended laterally between the two conduits. Two soil borings were also advanced to 20 feet bgs in the vicinity of the former pump. Soil samples were collected from borings at approximate depths of five, ten, 15, and 20 feet and were field screened for organic vapors with a photoionization detector (PID). The soil samples were also submitted to a laboratory for the analysis of volatile organic compounds (VOCs), oxygenates and methyl tert butyl ether (MTBE), total petroleum hydrocarbons (TPH)-gasoline range organics (GRO), TPH-diesel range organics (DRO), TPH-oil range organics (ORO), and lead. Groundwater samples were not collected due to the typical depth to groundwater in the area (more than 140 feet bgs). No VOCs, MTBE or TPH were detected in soil samples. Lead was detected at concentrations ranging from 3.8 mg/kg to 10 mg/kg; however, all concentrations were below the USEPA regional screening levels for residential and commercial/industrial use, and within typical background levels for California. Based on this information, the former gasol pump represents a de minimis condition associated with the Project.

Refer to Section 1.1 for further discussion.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 44 www.EMGcorp.com p 800.733.0660

7.0 Environmental Records Review
The purpose of the records review is to obtain and review records that will help identify recognized environmental conditions. ASTM E1527-13 requires the review of reasonably ascertainable records from standard sources as defined in Section 8.2.1 of ASTM E1527-13.

Additional records sources, such as local fire department records, local building department records, and local environmental health department records may be obtained and reviewed at the discretion of the environmental professional.

The availability of record information varies widely, depending on the source. Reasonably ascertainable records are those records that are publicly available, obtainable within reasonable time and cost constraints, and practically reviewable. In addition, the records must be provided by the agency within 20 calendar days of receiving a request, at no more than a nominal cost intended to cover the source's cost of retrieving and duplicating the information.

7.1 Regulatory Database Review
EMG obtained a regulatory database report from a commercial database provider in an effort to determine if the Project is a listed regulatory site and whether there are any mappable regulatory database sites within the search distances specified by ASTM E1527-13.

EMG attempted to field-verify the locations of the identified regulatory sites, as well as confirm distances and locations relative to the Project using available mapping software. Therefore, the distances and/or directions noted in this section may not match the Database Report. In addition, EMG reviewed the unmappable sites in the database report, cross-referencing addresses and site names.

In accordance with ASTM E1527-13, regulatory files and/or records associated with standard environmental record sources may be obtained and reviewed when the files and/or records are reasonably ascertainable, the files/records are expected to contain significant information for the purpose of identifying recognized environmental conditions, and an alternative source of the information is not available. Furthermore, review of regulatory files and/or records may be limited by the scope of work. Unless otherwise noted in Section 1.1, further review of regulatory agency files and/or records is not considered to be warranted based on the general nature of the regulatory database listing, the level of detail provided in the regulatory database, the availability of information from alternative sources, and/or the low likelihood that the agency files and/or records will contain information indicating the presence of a recognized environmental condition.

A copy of the full regulatory database report is included in Appendix H.

Regulatory Report Summary
Database
Search
Radius
Target
Property Within 0.12mi

0.12mi to

0.25mi

0.25mi to

0.50mi

0.50mi to

1.00mi Total
ALT FUELS 0.25 0 0 1 - - 1
CERCLIS 0.5 0 0 0 3 - 3
CERCLIS NFRAP 0.5 0 0 0 1 - 1
CERS HAZ 0.125 1 18 - - - 19
CERS TANK 0.25 0 3 3 - - 6
CHMIRS 0.125 0 2 - - - 2
CLEANUP SITES 0.5 0 0 1 0 - 1
DELISTED HAZ 0.5 0 1 1 4 - 6
DELISTED TNK 0.25 0 3 2 - - 5
DRYCLEANERS 0.25 0 14 5 - - 19
EMISSIONS 0.25 0 18 14 - - 32
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 45 www.EMGcorp.com p 800.733.0660
Database
Search
Radius
Target
Property Within 0.12mi

0.12mi to

0.25mi

0.25mi to

0.50mi

0.50mi to

1.00mi Total
ENVIROSTOR 1.0 0 2 1 6 3 12
FED

BROWNFIELDS

0.5 0 0 1 0 - 1
FED

DRYCLEANERS

0.25 0 2 0 - - 2
FINDS/FRS 0.125 2 29 - - - 31
HAZNET 0.125 2 87 - - - 89
HHSS 0.25 0 7 11 - - 18
HIST MANIFEST 0.125 0 17 - - - 17
HIST TANK 0.25 0 7 11 - - 18
HWP 1.0 0 0 0 1 0 1
LA HMS 0.25 0 11 15 - - 26
LA SML 0.5 0 1 1 1 - 3
LUST 0.5 0 2 0 0 - 2
RCRA CESQG 0.25 0 1 0 - - 1
RCRA CORRACTS 1.0 0 0 0 1 0 1
RCRA LQG 0.25 0 0 1 - - 1
RCRA NON GEN 0.25 1 6 21 - - 28
RCRA SQG 0.25 0 10 18 - - 28
RESPONSE 1.0 0 0 0 1 0 1
SEMS 0.5 0 0 0 2 - 2
SEMS ARCHIVE 0.5 0 0 0 1 - 1
SSTS 0.25 0 1 0 - - 1
UST 0.25 0 2 4 - - 6
VCP 0.5 0 0 0 1 - 1

7.1.1 Project Regulatory Database Review
On-Site Regulatory Database Listings
Facility Name Facility Address Databases
Absolute Automotive Service, Inc. 451 & 491 South Arroyo Parkway HAZNET Whole Foods #37/Mrs. Gooch's Natural
Foods Market DBA Whole Foods
465 South Arroyo Parkway CERS HAZ, FINDS, HAZNET, RCRA

NON GEN
Dona Rosa Bakery and Taqueria 577 South Arroyo Parkway FINDS Builders Plus 112 East Bellevue Drive HAZNET
Discount Tire Centers #022/Bellevue
Ventures LLC/Pro Auto Ctr/Belview
Center
455 South Arroyo Parkway LA HMS, HAZNET
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 46 www.EMGcorp.com p 800.733.0660
On-Site Regulatory Database Listings
Facility Name Facility Address Databases
Crowell & Lyons Equipment, Inc. 495 South Arroyo Parkway HAZNET, FINDS, RCRA NON GEN ARCO #0510/Milo Patterson/BP West
Coast Products LLC 00510/Patterson
ARCO 510/ARCO Products Company
125 East California Boulevard FINDS, HHSS, HIST MANIFEST, LA

HMS, HAZNET, DELISTED TNK, HIST

TANK, LUST
Facility Index System (FINDS)
The FINDS database cross-references various federal and state database listings and does not, in and of itself, typically contain environmentally significant information. The FINDS database provides the following pertinent information:

The information provided is not indicative of a recognized environmental condition and no further action or investigation is recommended.

HAZNET
A list of hazardous waste manifests received each year by Department of Toxic Substances Control (DTSC). The volume of manifests is typically 900,000 - 1,000,000 annually, representing approximately 450,000 - 500,000 shipments.

HAZNET
Facility Name Wastes Generated Years Generated
Mrs, Gooch's Natural Foods
Market (Whole Foods)
Alkaline solution without metals, surplus inorganics, solvent mixture, surplus organics, inorganic solid waste 2014, 2015 ARCO Products Company BP
West Coast Products
Patterson's Arco 510
Arco Products Company
Hydrocarbon solvents, oil-containing waste, aqueous solution with organic residues
1993, 1994, 1997, 1998, 1999,
2000
Absolute Automotive NR NR
Bellevue Ventures LLC Organic solids, aqueous solution 2007  Facility Name: Whole Foods #37
 Facility Address: 465 South Arroyo Parkway
 Program Cross Referenced: CERS
 Facility Name: Dona Rosa Bakery and Taqueria
 Facility Address: 577 South Arroyo Parkway
 Program Cross Referenced: CERS
 Facility Name: ARCO #0510
 Facility Address: 125 East California Parkway
 Program Cross Referenced: LUST
 Facility Name: Crowell and Lyons Equipment
 Facility Address: 495 South Arroyo Parkway
 Program Cross Referenced: RCRA Gen
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 47 www.EMGcorp.com p 800.733.0660
Discount Tire Centers Solvent mixture, aqueous solution with organic residues, waste oil 1996, 1998, 1999, 2000, 2001, 2002, 2003, 2004, 2005
Belview Center Solvent mixture, aqueous solution with organic residues, waste oil 2006 Pro Auto Center NR NR
Crowell and Lyons Equipment NR NR
Builders Plus NR NR
NR-Not Reported
The information provided in this database is not indicative of a recognized environmental condition and no further action or investigation is recommended.

RCRA Generators
The RCRA Generators database is a listing of facilities that generate, transport, store, treat and/or dispose of hazardous waste and does not necessarily indicate that a release to the environment has occurred. Refer to Section 5.4 for further discussion of wastes currently generated at the Project.

RCRA Generators
Facility Name Classification Violations Noted Wastes Generated Years Generated Crowell and Lyons Equipment Non-generator Compliance evaluation NR 1982-1985 Mrs. Gooch's Natural Foods
Market Inc. DBA Whole Foods
Market ARR 37
Non-generator None NR 2014
NR-Not Reported
The information provided in this database is not indicative of a recognized environmental condition and no further action or investigation is recommended.

CERS HAZ
The California Environmental Reporting System Hazardous Waste Sites (CERS HAZ) database is a list of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the following regulatory programs: Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, RCRA LQ HW Generator. The CalEPA oversees the statewide implementation of the Unified Program which applies regulatory standards to protect Californians from hazardous waste and materials. The CERS HAZ database indicates Whole Foods is a chemical storage facility and a hazardous waste generator with minor violations (e.g., failure to submit update on business plan, failure to submit hazardous material inventory, failure to submit site plan, etc.) reported in December 2015. The facility returned to compliance in March 2016.

Leaking Underground Storage Tank (LUST)
The LUST database is maintained by the individual California Regional California Water Quality Control Boards (RWQCB) to track sites where releases have been reported through the Leaking Underground Storage Tank program. These sites typically include releases related to petroleum products, such as gasoline and diesel fuel. The LUST database provides the following pertinent information:
 Facility Name: ARCO #0510
 Facility Address: 125 East California Boulevard
 Case Type: LUST Cleanup Site
 Release Date: October 10, 1988
 Facility Status: Case Closed
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 48 www.EMGcorp.com p 800.733.0660
Refer to Section 1.1 for further discussion of the LUST database listing for the Project.

HIST MANIFEST
A list of historic hazardous waste manifests received by the DTSC from year the 1980 to 1992. The volume of manifests is typically 900,000 - 1,000,000 annually, representing approximately 450,000 - 500,000 shipments. The Historic Manifest database indicates the former ARCO facility (125 East California Boulevard) generated gas scrubber waste in 1989, contaminated soil from site cleanup in 1990 and 1992, and aqueous solution with total organic residues less than 10 percent in 1992.

HHSS
The Historical Hazardous Substance Storage (HHSS) database contains information collected in the 1980s from facilities that stored hazardous substances. The information was originally collected on paper forms, was later transferred to microfiche, and recently indexed as a searchable database. When using this database, please be aware that it is based upon self-reported information submitted by facilities which has not been independently verified. It is unlikely that every facility responded to the survey and the database should not be expected to be a complete inventory of all facilities that were operating at that time. This database is maintained by the California State Water Resources Control Board's (SWRCB) Geotracker. The HHSS database indicates the former ARCO facility (125 East California Boulevard) had three, 4,000-gallon gasoline USTs installed in 1954, one, 6,000-gallon gasoline UST installed in 1970, one 10,000-gallon gasoline UST installed in 1977, and one 280-gallon waste oil UST with an unknown installation date. The HIST TANK and DELISTED TNK databases appear to cross-reference this information.

LA HMS
List of sites in the Los Angeles County Department of Public Works Hazardous Materials System (LA HMS) Database which have or have had permits for Industrial Waste, Underground Storage Tanks, or Stormwater in the county of Los Angeles. The LA HMS database indicates the Discount Tire Centers site (455 South Arroyo Parkway) had equipment removed and the ARCO site (125 East California Boulevard) site had an underground storage tank operating permit, had underground storage tank equipment removed, and had other equipment removed. No additional detail was provided in this database.

7.1.2 Off-Site Regulatory Database Review
Regulatory database listings which have a reasonable potential to impact the Project are discussed below. This determination is based on, but not limited to, factors such as the topographic gradient in relation to the Project, the estimated groundwater flow direction in the vicinity of the Project, the distance between the listed site and the Project, the type of site or materials involved, and/or whether a release to the environment is known or likely to have occurred.

Home Van Vechten/Derek Bedell Ent. in the Home
Facility Address: 450 South Arroyo Parkway
Databases: DRYCLEANERS, FED DRYCLEANERS, EMISSIONS, FINDS, HAZNET, RCRA-SQG Distance: Adjacent
Direction: East
Estimated Groundwater Flow: South-southeast
Relationship to Project: Parallel to or away from the Project  Status Date: December 3, 2004
 Lead Agency: Los Angeles Regional Water Quality Control Board  Potential Media Affected: Soil and groundwater
 Potential Contaminants of Concern: Gasoline
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 49 www.EMGcorp.com p 800.733.0660
Release Reported: No
Other Significant Database Information: None
Significant Information from Other
Sources:

While this address is technically adjacent, the building is located approximately 100 feet to the east of the northern portion of the Whole Foods tenant space, across a divided highway. Furthermore, if any impacted soil had existed at the Project as the result of this facility it likely would have been encountered and removed during the construction of the existing Whole Foods and below-grade parking structure in 2008. The on-site parking garage also employs a ventilation system in order to removed fumes from the underground levels.

Significant Factors: Lack of a reported release.

Estimated direction of groundwater flow.

Estimated depth to groundwater.

Lack of current dry cleaning operations.

Conclusion: Based on the factors discussed above, this facility is unlikely to have impacted the Project and therefore does not represent a recognized environmental condition.

Vapor Migration Concern: Unlikely
Laundry Partners Limited/Munson & White Company/Tyler Cobleigh Facility Address: 432 South Arroyo Parkway
Databases: DRYCLEANERS, HIST MANIFEST, LA HMS, HAZNET
Distance: Adjacent
Direction: Northeast
Estimated Groundwater Flow: South-southeast
Relationship to Project: Parallel to or away from the Project Release Reported: No
Other Significant Database Information: None
Significant Information from Other
Sources:

While this address is technically adjacent, the building is located approximately 115 feet to the northeast of the northern portion of the Whole Foods tenant space, across a divided highway. Furthermore, if any impacted soil had existed at the Project as the result of this facility it likely would have been encountered and removed during the construction of the existing Whole Foods and below-grade parking structure in 2008.

The the on-site parking garage also employs a ventilation system in order to removed fumes from the underground levels.

Significant Factors: Lack of a reported release.

Estimated direction of groundwater flow.

Estimated depth to groundwater.

Conclusion: Based on the factors discussed above, this facility is unlikely to have impacted the Project and therefore does not represent a recognized environmental condition.

Vapor Migration Concern: Unlikely
Bryan's Cleaners and Dyers
Facility Address: 544 South Arroyo Parkway
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 50 www.EMGcorp.com p 800.733.0660
Databases: DRYCLEANERS, HHSS, HIST TANK, EMISSIONS, FINDS, HIST MANIFEST, LA

HMS, HAZNET, RCRA-SQG, FED DRYCLEANERS, CERS HAZ
Distance: Adjacent
Direction: East
Estimated Groundwater Flow: South-southeast
Relationship to Project: Parallel to or away from the Project Release Reported: No
Other Significant Database Information: None
Significant Information from Other
Sources:

While this address is technically adjacent, the building is located approximately 100 feet to the east of the vacant 541 Building, across a divided highway. Review of the HHSS database indicates a UST containing Stoddard (petroleum-based) solvent was installed in 1939. According to AQMD records, this facility used petroleum-based solvent through the 1970s, converted to PCE use in the 1980s and 1990s, and reverted back to petroleum-based solvent in the early 2000s. Soil samples collected at the former Arco facility in the southern portion of the Project in 2002 were analyzed for chlorinated solvents and no contaminants of concern were detected.

Significant Factors: Removal of the USTs.

Current regulatory status.

Current solvent used.

Estimated direction of groundwater flow.

Lack of reported release.

Estimated direction of groundwater flow.

Conclusion: Based on the factors discussed above, this facility is unlikely to have impacted the Project and therefore does not represent a recognized environmental condition.

Vapor Migration Concern: Unlikely
Arroyo Car Wash Corporation/Lung Chu/Tosco Unocal Dealer/Unocal Service Station #9693 Facility Address: 605 South Arroyo Parkway
Databases: UST, CERS TANK, FINDS, HHSS, HIST TANK, FINDS, LA HMS, HAZNET,

DELISTED TNK
Distance: Adjacent
Direction: South
Estimated Groundwater Flow: South-southeast
Relationship to Project: Away from the Project
Release Reported: No
Other Significant Database Information: The facility was in compliance at the time of the most recent compliance inspection in 2018.

Significant Information from Other
Sources:

Not Applicable
Significant Factors: Lack of a reported release.

Estimated direction of groundwater flow.

Estimated depth to groundwater.

Current regulatory status.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 51 www.EMGcorp.com p 800.733.0660
Conclusion: Based on the factors discussed above, this facility is unlikely to have impacted the Project and therefore does not represent a recognized environmental condition.

Vapor Migration Concern: Unlikely
ZAQ Chevron/Chevron Station No. 91410/Bill Barry
Facility Address: 160 East California Boulevard
Databases: UST, CERS TANK, FINDS, HHSS, HIST MANIFEST, LA HMS, HIST TANK, HAZNET,

RCRA-SQG, EMISSIONS
Distance: Adjacent
Direction: Southeast
Estimated Groundwater Flow: South-southeast
Relationship to Project: Away from the Project
Release Reported: No
Other Significant Database Information: The facility was in compliance at the time of the most recent reported compliance inspection in 2017.

Significant Information from Other
Sources:

Not Applicable
Significant Factors: Lack of a reported release.

Estimated direction of groundwater flow.

Estimated depth to groundwater.

Current regulatory status.

Conclusion: Based on the factors discussed above, this facility is unlikely to have impacted the Project and therefore does not represent a recognized environmental condition.

Vapor Migration Concern: Unlikely
U-Haul Corporation/Pasadena Moving Center
Facility Address: 552 South Raymond Avenue
Databases: CHMIRS, HHSS, HIST TANK, ALT FUELS, CERS HAZ, FINDS, HIST MANIFEST, HAZNET
Distance: Adjacent
Direction: West
Estimated Groundwater Flow: South-southeast
Relationship to Project: Parallel to the Project
Release Reported: Yes
Release Date: May 14, 2014
Contaminant(s) of Concern: Propane
Media Impacted: Air (vapor)
Regulatory Status of Release: Cleaned up
Regulatory Status Date: May 14, 2014
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 52 www.EMGcorp.com p 800.733.0660
Other Significant Database Information: Storage tank valve leaked causing the release. Fire Department on the scene, contractor en route for containment and cleanup. The spill report indicates a vapor release.

Significant Information from Other
Sources:

Not Applicable
Significant Factors: Current regulatory status.

Nature of the release.

Removal of the petroleum source.

Conclusion: Based on the factors discussed above, this facility is unlikely to have impacted the Project and therefore does not represent a recognized environmental condition.

Vapor Migration Concern: Unlikely
Southern California Public Radio/Jurgensens Grocery Company/Image of Ink Facility Address: 474-494 South Raymond Avenue
Databases: LUST, HIST MANIFEST, HAZNET, CERS HAZ, CERS TANK, FINDS, HHSS, LA

HMS, HIST TANK
Distance: Adjacent
Direction: West
Estimated Groundwater Flow: South-southeast
Relationship to Project: Parallel to or towards the Project Release Reported: Yes
Release Date: June 19, 2009
Contaminant(s) of Concern: Not reported
Media Impacted: Not reported
Regulatory Status of Release: Completed - Case Closed
Regulatory Status Date: October 9, 2009
Other Significant Database Information: This site currently operates an AST. The facility was found to be in compliance during an April 2018 compliance inspection.

Significant Information from Other
Sources:

A copy of the No Further Action letter is included in Appendix F.

Significant Factors: Current regulatory status.

Estimated depth to groundwater.

Lack of reported groundwater contamination.

Length of time that has passed since closure was granted.

Conclusion: Based on the factors discussed above, this facility is unlikely to have impacted the Project and therefore does not represent a recognized environmental condition.

Vapor Migration Concern: Unlikely

7.1.3 Vapor Migration
Indoor air quality concerns are generally excluded from the scope of ASTM E1527-13 and this assessment. However, the migration of vapors caused by a release of hazardous substances or petroleum products to the environment can represent a recognized environmental condition in certain conditions.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 53 www.EMGcorp.com p 800.733.0660
For the purposes of this assessment, the potential for migrating vapors to represent a recognized environmental condition was evaluated using a limited screening method based on technical guidance documents from the US EPA and ASTM E2600-15 Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions. In addition, screening tools created by regulatory agencies may be used to evaluate the significance of a release with respect to the vapor migration and/or vapor intrusion potential.

EMG's vapor migration screening is not a human health risk assessment and is not intended to comply with regulatory requirements that might exist for the evaluation of vapor migration.

Based on the review of regulatory database records in Section 7.1.1 and 7.1.2, no vapor migration concerns were identified.

7.2 Local Agency Records
The following additional environmental records were reviewed to supplement the standard environmental record sources discussed in Sections 7.1.1 and 7.1.2.

Reasonably ascertainable records for the Project may be reviewed for evidence of recognized environmental conditions and other environmental concerns such as underground storage tanks, significant hazardous materials use, the presence of septic systems, and/ or the presence of wells.

In the case of pending requests, upon receipt and review any significant information not identified through other sources will be provided to the Client.

Building Department
Name of Agency: City of Pasadena Building and Safety Department Contact Name/Telephone: Jackie Adkins, Permit Technician/626.744.4150 Review Method: Telephone interview and online records review Records Date Back To: 1920s - Current
Summary of Records Reviewed: General permits were on file and included information indicating the current buildings were constructed in 1921, 1925, 1951, 2003 and 2008.

Environmentally Significant
Information:

A permit, dated 2015, was issued to install a grease interceptor at 465 South Arroyo Parkway. Various permits, dated 1998, 1999 and 2007, were on file that reference an auto detailing shop at 491 South Arroyo Parkway. Permits, dated 1988 and 2002, were on file to remove five USTs, to install a temporary vapor extraction system, and demolish a service station at 125 East California Boulevard.

Fire Department
Name of Agency: City of Pasadena Fire Department
Contact Name/Telephone: Records Request/626.744.4655
Review Method: Not Applicable
Records Date Back To: Not Applicable
Summary of Records Reviewed No response has been received to date. However, based on review of other historical and regulatory resources, it is not anticipated the information from this agency, if any, would significantly alter the findings and conclusions of this report. Upon receipt and review, any environmentally significant information not identified through other sources will be provided to the Client.

Environmentally Significant
Information:

Not anticipated
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 54 www.EMGcorp.com p 800.733.0660
Planning/Zoning Department
Name of Agency: City of Pasadena Planning Department
Contact Name/Telephone: Martin Potter, Planner/626.744.6710 Review Method: Telephone interview and online records review.

Records Date Back To: 2005 - Current
Current Zoning: CD-6 - Central District-6
Historical Zoning: The Project has maintained the current zoning since at least 2005.

Environmentally Significant
Information:

None identified
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 55 www.EMGcorp.com p 800.733.0660
Damaged vinyl floor tile in second floor of 577 Building

8.0 ASTM E1527 Non-Scope Considerations
The items discussed in this section are outside the scope of ASTM E1527-13. These are included at the discretion of the user based upon the scope of work.

8.1 Asbestos
In accordance with the scope of work, EMG performed a screening to document the presence of known and/or suspect asbestos containing materials (ACM) at the Project. This screening approach is not a comprehensive (i.e., AHERA-Style) asbestos survey, nor is it intended to fulfill the NESHAP requirements for demolition or renovation purposes. All materials listed in Appendix G of the United States Environmental Protection Agency (USEPA) publication Managing Asbestos in Place (the "Green Book") are considered suspect.

Some non-friable building products, such as sheet vinyl floor tile, vinyl floor tile, floor tile mastic, asbestos-cement board, and roofing materials can still be manufactured with asbestos and installed in the United States. However, U.S. manufacturers have largely excluded asbestos fibers from their building products since 1981. In addition to a visual assessment, EMG reviewed provided documentation to determine if asbestos has been previously documented at the Project.

Suspect Asbestos Containing Materials
Material Friable Condition
Roofing materials No Good
Ceiling tile Yes Poor to Good
Wallboard/joint compound No Good
Vinyl composition tile No Poor to Good
Vinyl sheet flooring No Good
Mastic No Good
Based on the scope of work, sampling of suspect asbestos containing materials was not performed. Refer to Section 1.1 for further discussion.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 56 www.EMGcorp.com p 800.733.0660

8.2 Radon Gas
Radon originates from the natural (radioactive) breakdown of uranium in soil, rock, and water and is the second leading cause of lung cancer in the United States. Radon can move up through the ground and into living spaces through cracks and other holes in the foundation. The USEPA has developed the EPA Map of Radon Zones to assist National, State, and local organizations in implementing radon-resistant building codes. This map assigns each county in the U.S. to one of three zones based on radon potential. The USEPA uses a continuous exposure level of 4.0 pCi/L (picoCuries per liter of air) as an action level at which additional action is recommended.

The USEPA Radon Zones are defined as:

For the purposes of this assessment, the radon zone and the use of the Project have been used to determine the level of risk associated with radon. However, the USEPA and the Surgeon General recommend testing all homes for radon, regardless of geographic location.

The property is located in USEPA Radon Zone 2.

Radon sampling was not performed based on the non-residential use of the Project and the Scope of Work. No further action or investigation is recommended regarding radon.

8.3 Lead-Based Paint
All paint applied prior to 1978 is considered suspect. The basis for this determination is taken from the Lead Paint Poisoning Act passed by the Congress of the United States that banned the use of lead paint starting January 1, 1978. This screening approach does not comply with Requirements for Disclosure of Known Lead-Based Paint and/or Lead-Based Paint Hazards in Housing. This approach does not constitute a pre-occupancy survey or the basis of attainment of "Lead Free" certification.

Considering the dates of construction (1921, 1925, 1951, 2003 and 2008), there is a potential that the paint at the Project is lead-based. The painted surfaces were observed to be in generally good condition, with no chipping, peeling, or cracking paint observed.

Furthermore, the Project is not a residential use and there is no regulatory requirement to sample suspected lead-based painted surfaces at this time. Therefore, no samples were collected. No further action or investigation is recommended regarding lead-based paint.

8.4 Lead in Drinking Water
Lead is commonly used in household plumbing materials and water service lines. Exposure to lead in drinking water above the USEPA action level can result in adverse health effects in children and adults. Lead is rarely found in source water, but enters tap water through corrosion of plumbing materials. Homes built before 1986 are more likely to have lead pipes, fixtures and solder. The most common problem is with brass or chrome-plated brass faucets and fixtures which can leach significant amounts of lead into the water. The USEPA action level for lead-in-drinking water is 15 parts per billion (ppb).

According to information from the local water utility, the water supplied to the Project is within federal, state, and local drinking water quality standards. No further action or investigation is recommended regarding lead in drinking water at the Project.

8.5 Moisture Conditions
EMG performed a limited visual and olfactory assessment for evidence of moisture conditions in readily accessible interior areas of the Project. In addition, the Key Site Manager was interviewed regarding the presence of current and historical moisture conditions. This assessment was not designed to discover all areas which may be affected by moisture conditions. Rather, it is intended to provide an indication of significant moisture conditions observed during the site visit. Moisture conditions may be present in areas not observed,  Zone 1 (Highest potential) - Average indoor radon screening level greater than 4 pCi/L  Zone 2 (Moderate potential) - Average indoor radon screening level between 2 and 4 pCi/L.  Zone 3 (Lowest potential) - Average indoor radon screening level less than 2 pCi/L. 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 57 www.EMGcorp.com p 800.733.0660
Moisture condition in ground floor of 499 Building Moisture condition in basement of 499 Building Moisture condition in basement of 499 Building
such as pipe chases, HVAC systems, and behind enclosed walls and ceilings. De minimis moisture conditions, such as small, isolated, water stains on ceiling tiles, and mildew at bathtubs and sinks are considered to be routine maintenance issues and are not addressed in this Report.

Observed Moisture Conditions
Location Approximate SF Observed Condition
499/511 Building 320 Standing water was observed on the ground floor and in the basement areas and evidence of moisture
conditions was observed on the walls and ceiling
tiles
577 Building 20 Evidence of moisture conditions was observed on the second floor ceiling tiles
Refer to Section 1.1 for further discussion of the moisture conditions discussed above. 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 58 www.EMGcorp.com p 800.733.0660
Evidence of moisture condition in second floor ceiling of 577 Building
Evidence of moisture condition in second floor ceiling of 577 Building

8.6 Wetlands
For regulatory purposes under the Clean Water Act, wetlands are "those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs and similar areas." A wetlands delineation is beyond the scope of this assessment. However, review of National Wetlands Inventory (NWI) data, provided by the PSR and/or the United States Fish and Wildlife Service, indicated the following:

Wetlands Review
Project Adjoining Properties
Review of the NWI data did not identify any wetlands. Review of the NWI data did not identify any wetlands.

No wetlands were identified. No further action or investigation is recommended regarding wetlands. 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 59 www.EMGcorp.com p 800.733.0660

8.7 Flood Zone
FEMA identifies flood hazards, assesses flood risks and partners with states and communities to provide accurate flood hazard and risk data to guide them to mitigation actions.Flood hazard mapping is the basis for the National Flood Insurance Program (NFIP) and flood insurance requirements. FEMA maintains and updates data through Flood Insurance Rate Maps (FIRMs) and risk assessments. FIRMs include statistical information such as data for river flow, storm tides, hydrologic/hydraulic analyses and rainfall and topographic surveys.

Review of the FIRM available from the PSR and/or from the FEMA website indicated the following:

Flood Zone Map Review
Map Date Area Project Flood Zone
September 26,
2008
Entire Project Zone X (unshaded), minimal risk areas outside the one percent and 0.2 percent annual chance floodplains. No base flood elevations or base flood depths are shown within these zones.

The flood zone designation is provided for informational purposes only. A determination of the need for flood insurance is beyond the scope of this assessment.
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 60 www.EMGcorp.com p 800.733.0660

9.0 Limitations, Key Terms, and References

9.1 Limitations
The opinions EMG expresses in this report were formed utilizing the degree of skill and care ordinarily exercised by any prudent Environmental Professional in the same community under similar circumstances. EMG assumes no responsibility or liability for the accuracy of information contained within this report that has been obtained from the Client or the Client's representatives, from other interested parties, or from the public domain. The conclusions presented represent EMG's professional judgment based on information obtained during the course of this assignment.

Factual information regarding operations, conditions, and test data provided by the Client or the Client's representative has been assumed to be correct and complete. The conclusions presented within this report are based on the data provided, observations made, and conditions that existed specifically on the date of the assessment.

EMG's ESA cannot wholly eliminate the uncertainty regarding the presence of recognized environmental conditions and environmental business risk. The report is intended to reduce, but not eliminate, uncertainty regarding the potential for recognized environmental conditions in connection with the Project. The report is limited in budget and scope. The nature of subsurface soil and ground water at the Project cannot be confirmed, given the limited budget and scope of this ESA. The report is not and should not be considered a warranty or guarantee about the presence or absence of environmental contaminants which might affect the Project. It should be understood that EMG's suggested remedy may be determined under time constraints or may be formed without the aid of engineering calculations, testing, exploratory probing, the removal of materials, or design. Furthermore, there may be other alternate or more appropriate schemes or methods to remedy the noted environmental conditions.

9.2 References
References are listed below. Additional references may be present within the applicable report sections.

Physical Setting
7 1/2 minute USGS Topographic Quadrangle (included in Appendix C) 1:2,500,000 scale Geology of the Conterminous United States map published by the USGS and dated 1974 Natural Resources Conservation Service (NRCS) Web Soil Survey Physical Setting Report, ERIS Information, Inc. (included in Appendix H) Regulatory Records
Database Report, ERIS Information, Inc. (included in Appendix H) Key Site Manager Interview
Key Site Manager Questionnaire, (included in Appendix D) Historical References
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 61 www.EMGcorp.com p 800.733.0660
Standard Historical Sources
Data Type Source Years Covered
Aerial Photographs: Environmental Risk Information
Services (ERIS)
1928, 1934, 1938, 1944, 1949, 1956, 1964, 1972,
1980, 1988, 1994, 2002, 2005, 2010, 2012, 2014,
2016
Fire Insurance (Sanborn) Maps: ERIS 1890, 1894, 1903, 1910, 1931, 1950, 1970 USGS Topographic Maps: ERIS 1894, 1896, 1900, 1928, 1940, 1953, 1966, 1972, 1988, 1995, 2015
Local Street Directories: ERIS 1921, 1924, 1928, 1933, 1937, 1940, 1943, 1947, 1951, 1955, 1960, 1965, 1970, 1975, 1979, 1985,
1990, 1995-96, 2000-01, 2005-06, 2012, 2018
Building Department Records: City of Pasadena Building and Safety Department
1920s - Current
Fire Department Records: City of Pasadena Fire Department Not applicable Zoning/Land Use Records: City of Pasadena Planning Department 2005 - Current Property Tax Files and Land Title
Records:

Los Angeles County Assessor 2002 - Current
Key Site Manager Interview: Pre-Survey Questionnaire 2018 - Current Oil and Gas Well Map: ERIS Current
Previous Environmental Reports: Refer to Section 6.3 Refer to Section 6.3 Other Historical Sources: Not applicable Not applicable

9.3 Key Terms
Business environmental risk - A risk which can have a material environmental or environmentally-driven impact on the business associated with the current or planned use of a parcel of commercial real estate, not necessarily limited to those environmental issues required to be investigated in this practice. Consideration of business environmental risk issues may involve addressing one or more non-scope considerations. For the purposes of this assessment, a significant business environmental risk is both included in the agreed upon scope of work and requires further action at this time.

Controlled recognized environmental condition - A recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls).

Data gap - The lack of or inability to obtain information required by ASTM E 1527-13 despite good faith efforts is considered a data gap. A data gap is considered significant if it affects the ability of the environmental professional to identify recognized environmental conditions.

De minimis condition - A condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimis conditions are not recognized environmental conditions nor controlled recognized environmental conditions.

Environmental Professional - A person meeting the education, training, and experience requirements set forth in 40 CFR 312.10(b). 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 62 www.EMGcorp.com p 800.733.0660
Historical recognized environmental condition - A past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted residential use criteria established by a regulatory authority, without subjecting the property to any required controls (e.g. property use restriction, AULS, institutional controls, or engineering controls), at the time the Phase I ESA is conducted (e.g., if there has been a change in the regulatory criteria). If the EP considers this past release to be a REC at the time the Phase I ESA is conducted, the condition shall be included in the conclusion section of the report as a REC.

Material threat - 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 impact to public health or the environment.

Practically reviewable - Information that is provided by the source in a manner and in a form that, upon examination, yields information relevant to the property without the need for extraordinary analysis of irrelevant data.

Release - Any spilling, leaking, pumping, pouring, emitting, emptying, discharging, injecting, escaping, leaching, dumping, or disposing into the environment (including the abandonment or discarding of barrels, containers, and other closed receptacles containing any hazardous substance or pollutant or contaminant), with certain exclusions as defined in 42 U.S.C. 9601 (22).

Reasonably ascertainable - Information that is publicly available, obtainable from its source within reasonable time and cost constraints, and practically reviewable.

Recognized environmental condition - The presence or likely presence of any hazardous substances or petroleum products in, on, or at a property 1) due to any release to the environment; 2) under conditions indicative of a release to the environment; or 3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions.

Standard environmental record sources - Environmental records contained in various regulatory databases, with search distances defined by ASTM E1527-13, unless otherwise specified by client in the scope of work.

Standard historical sources - Reasonably ascertainable records, including aerial photographs, fire insurance maps, property tax files, recorded land title records, USGS topographic maps, local street directories, building department records, and zoning/land use records. 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 63 www.EMGcorp.com p 800.733.0660
Appendix A: Photographs
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 64 www.EMGcorp.com p 800.733.0660
#1 PROJECT OVERVIEW #2 EAST ELEVATION OF PROJECT
#3 EAST ELEVATION OF PROJECT EAST-SOUTHEAST ELEVATION OF

PROJECT
#4
NORTHEAST ELEVATION OF 441-483

BUILDING (WHOLE FOODS)
#5 NORTHWEST ELEVATION OF 441-483

BUILDING (WHOLE FOODS)
#6
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 65 www.EMGcorp.com p 800.733.0660
EAST ELEVATION OF 441-483 BUILDING
(WHOLE FOODS)
#7 SOUTH ELEVATION OF 441-483 BUILDING
(WHOLE FOODS)
#8
NORTHEAST ELEVATION OF 485-497
BUILDING (K9 LOFT)
#9 EAST ELEVATION OF 485-497 BUILDING (K9
LOFT)
#10

NORTHWEST ELEVATION AND
ASSOCIATED PARKING AREA OF 485-497
BUILDING (K9 LOFT)
#11 #12 EAST ELEVATION OF 499/511 BUILDING
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 66 www.EMGcorp.com p 800.733.0660
#13 SOUTH ELEVATION OF 499/511 BUILDING SOUTHEAST ELEVATION OF 499/511

BUILDING
#14
PARKING AREA SOUTH OF 499/511

BUILDING (APPROXIMATE LOCATION OF
FORMER "GASOL PUMP")
#15 #16 EAST ELEVATION OF 501 BUILDING
#17 SOUTHEAST ELEVATION OF 501 BUILDING #18 NORTH ELEVATION OF 523 BUILDING 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 67 www.EMGcorp.com p 800.733.0660
#19 EAST ELEVATION OF 523 BUILDING #20 WEST ELEVATION OF 523 BUILDING #21 PARKING AREA WEST OF 523 BUILDING EAST-SOUTHEAST ELEVATION OF 541

BUILDING
#22
#23 SOUTH ELEVATION OF 541 BUILDING #24 WEST ELEVATION OF 541 BUILDING 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 68 www.EMGcorp.com p 800.733.0660
#25 PARKING AREA SOUTH OF 541 BUILDING #26 PARKING AREA WEST OF 541 BUILDING #27 NORTH ELEVATION OF 577 BUILDING #28 SOUTHEAST ELEVATION OF 577 BUILDING #29 SOUTH ELEVATION OF 577 BUILDING #30 WEST ELEVATION OF 577 BUILDING 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 69 www.EMGcorp.com p 800.733.0660
#31 PARKING AREA NORTH OF 577 BUILDING #32 PARKING AREA WEST OF 577 BUILDING

PARKING AREA ON SOUTHWEST PORTION

OF PROJECT
#33 PARKING AREA ON WEST-SOUTHWEST

PORTION OF PROJECT
#34
#35 WHOLE FOODS STORE INTERIOR (441-483) #36 WHOLE FOODS OFFICE SPACE (441-483) 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 70 www.EMGcorp.com p 800.733.0660

WHOLE FOODS PARKING GARAGE
(441-483)
#37 #38 K9 LOFT STORE INTERIOR (485-497)
#39 K9 LOFT DOG PLAY AREA (485-497) #40 499/511 BUILDING INTERIOR #41 499/511 BUILDING INTERIOR #42 499/511 BUILDING BASEMENT INTERIOR 465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 71 www.EMGcorp.com p 800.733.0660

ENCOMPASS WELLNESS PATIENT
TREATMENT ROOM (501)
#43 #44 TOWN AND COUNTY INTERIOR (523)
#45 541 BUILDING INTERIOR #46 541 BUILDING KITCHEN
#47 577 BUILDING INTERIOR #48 577 BUILDING KITCHEN
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 72 www.EMGcorp.com p 800.733.0660
#49 577 BUILDING SECOND FLOOR INTERIOR TYPICAL JANITORIAL SUPPLY STORAGE IN

TENANT SPACES
#50

JANITORIAL SUPPLY STORAGE AT WHOLE
FOODS
#51 MAINTENANCE SUPPLY STORAGE AT

WHOLE FOODS
#52

VAULTED TRANSFORMER ON NORTHWEST
EXTERIOR OF 441-483 BUILDING
#53 VAULTED TRANSFORMER ON WESTERN
EXTERIOR OF 577 BUILDING
#54
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 73 www.EMGcorp.com p 800.733.0660

HYDRAULIC ELEVATOR EQUIPMENT IN

PARKING GARAGE
#55 HYDRAULIC ELEVATOR EQUIPMENT IN

PARKING GARAGE
#56

HYDRAULIC LIFT EQUIPMENT IN THE
BASEMENT OF THE 499 BUILDING
#57 #58 HYDRAULIC BOX BALER
#59 DUMPSTERS RETAIL WASTE STORAGE IN WHOLE
FOODS (441-483)
#60
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 74 www.EMGcorp.com p 800.733.0660

BELOW-GRADE GREASE TRAP ON
WESTERN EXTERIOR OF 541 BUILDING
#61 BELOW-GRADE GREASE TRAP ON
NORTHERN EXTERIOR OF 577 BUILDING
#62

GREASE TRAP IN PARKING GARAGE OF
441-483 BUILDING (WHOLE FOODS)
#63 GREASE TRAP IN PARKING GARAGE OF
441-483 BUILDING (WHOLE FOODS)
#64

EMPTY GREASE BIN ON WESTERN
EXTERIOR OF 541 BUILDING
#65 DRUM LABELED AS NON-HAZARDOUS SOIL
CUTTINGS ON WESTERN EXTERIOR OF 577

BUILDING
#66
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 75 www.EMGcorp.com p 800.733.0660

SUMP AND OIL-WATER SEPARATOR IN
PARKING GARAGE OF 441-483 BUILDING
#67 EVIDENCE OF FORMER SOIL BORING ON
WESTERN EXTERIOR OF 577 BUILDING
#68

OPEN PIPE ON NORTHWEST CORNER OF
441-483 BUILDING (WHOLE FOODS)
#69 #70 WATER HEATER

ADJACENT NORTH ARROYO PARKWAY

SELF STORAGE
#71 ADJACENT NORTHEAST SNYDER DIAMOND

AND LIFESTYLE OUTDOOR RETAIL STORES
#72
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 76 www.EMGcorp.com p 800.733.0660

ADJACENT EAST MIXED-USED BUILDING

AND CISCO HOME STORE
#73 ADJACENT EAST-SOUTHEAST GRANNY'S

PANTRY AND BRYAN'S CLEANERS AND

LAUNDRY
#74

ADJACENT SOUTHEAST CHEVRON

SERVICE STATION
#75 ADJACENT SOUTH VALERO SERVICE

STATION CAR WASH AND AUTO REPAIR
#76

ADJACENT WEST RAILROAD TRACKS AND

PLATI GERMAN CAR SERVICE
#77 ADJACENT WEST RAILROAD TRACKS AND

U-HAUL FACILITY
#78
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 77 www.EMGcorp.com p 800.733.0660

DAMAGED VINYL FLOOR TILE IN SECOND
FLOOR OF 577 BUILDING
#79 MOISTURE CONDITION IN GROUND FLOOR
OF 499 BUILDING
#80

MOISTURE CONDITION IN BASEMENT OF
499 BUILDING
#81 MOISTURE CONDITION IN BASEMENT OF
499 BUILDING
#82

EVIDENCE OF MOISTURE CONDITION IN
SECOND FLOOR CEILING OF 577 BUILDING
#83 EVIDENCE OF MOISTURE CONDITION IN
SECOND FLOOR CEILING OF 577 BUILDING
#84
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 78 www.EMGcorp.com p 800.733.0660
Appendix B: Field Sketch
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 79 www.EMGcorp.com p 800.733.0660

Appendix C: Maps and Aerial Photographs
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 81 www.EMGcorp.com p 800.733.0660
This Page Intentionally
Left Blank
- Tax Map
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 83 www.EMGcorp.com p 800.733.0660

- Aerial Photographs
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 85 www.EMGcorp.com p 800.733.0660

- Fire Insurance Maps
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 92 www.EMGcorp.com p 800.733.0660

- Topographic Maps
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 100 www.EMGcorp.com p 800.733.0660

Appendix D: Questionnaires
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 107 www.EMGcorp.com p 800.733.0660
PHASE I: KEY SITE MANAGER QUESTIONNAIRE
Revised 1/6/2017
Name of person completing questionnaire: Claudia Rodriguez Association with property: Property Manager
Length of association with property: 1 year
Are you a representative of the Owner?:

Phone Number: 626.441.9620
Property Name: 465, 491, 503, 525 & 577 South Arroyo Parkway EMG Project Number: 136895.19R000-001.135
Signature: Date:
02/28/19
Directions: Please answer all questions to the best of your knowledge and in good faith. Mark the column corresponding to the appropriate response. Additional details necessary to explain any yes or unknown responses should be provided in the “Comments” column.

QUESTION RESPONSE COMMENTS
Y N Unk
1 Are the Property or any adjoining properties currently or previously in industrial use?
X Service stations are located adjacent to the
south and southeast and a dry cleaner is located
adjacent to the east
2 Have the Property or adjoining properties currently or previously been used as a gasoline station, motor repair facility, commercial printing facility, dry cleaners, photo developing laboratory, junkyard or landfill, or as a waste treatment, storage, disposal, processing, or recycling
facility?
X Former service stations on-site and current and
former service stations and dry cleaners are
adjacent to the east and south
3 Are there currently or previously any automotive or industrial batteries, pesticides, paints, or other chemicals in individual containers of greater than five gallons in volume or fifty gallons in the aggregate, stored on or used at the Property? X None currently/previously unknown
4 Are there currently or have there been previously any industrial drums (typically 55 gallon) or sacks of chemicals located on the Property?
X
5 Are there currently or previous any groundwater monitoring wells or other groundwater wells (i.e., potable drinking water wells) located on the Property?
X
6 Are there currently or previously any pits, ponds, or lagoons located on the Property in connection with waste treatment or waste disposal?
X
7 Are there any significant areas of stained soil on the Property (currently or previously)?
X
8 Are there currently or previously any storage tanks (above or underground) located on the Property? If so, please
indicate the material stored and if the tank is registered.

X Former USTs on southern portion of the Project
and possibly on the northern portion as well

QUESTION RESPONSE COMMENTS
Y N Unk
9 Are there currently or previously any vent pipes, fill pipes, or access ways indicating a fill pipe protruding from the ground on the Property or adjacent to any structure located on the Property?
X
10 Are there currently or previously any flooring, drains, or walls located at the Property that are stained by substances other than water or are emitting foul odors?
X
11 If the Property is served by a private well or non-public water system, have contaminants been identified in the well or system that exceed guidelines applicable to the water
system? Has the well been designated as contaminated by any government environmental/health agency?
X
12 Have you been informed of the past existence of hazardous substances or petroleum products with respect to the
Property or any facility located on the Property?
X Former service stations on the northern and
southern portions of the Project
13 Have there been any environmental site assessments of the Property that indicated the presence of hazardous
substances or petroleum products on, or contamination of, the Property or recommended further assessment of the
Property?
X Provided for EMG’s review
14 Does the Property discharge waste water on or adjacent to the Property, other than storm water, into a storm water sewer system?
X
15 Have any hazardous substances or petroleum products, unidentified waste materials, tires, automotive or industrial batteries, or any other waste materials been dumped above grade, buried, and/or burned on the Property?
X
16 Is there a transformer, capacitor, or any hydraulic equipment for which there are any records indicating the presence of PCBs?
X
17 Is there now or has there ever been any asbestoscontaining materials (ACM), in any application, on the Property?
X
18 Has there ever been any asbestos-containing materials testing conducted on the Property?
X
19 Is there an Asbestos Operations and Maintenance (O&M) program in place at the Property?
X
20 Is there now or has there ever been any lead-based paint (LBP) applications on the Property?
X
21 Has there ever been lead-based paint testing conducted on the Property?
X
22 Is there a Lead Paint Operations and Maintenance (O&M) Program in place at the Property?
X
23 Has the water at the Property ever been tested for lead? X 24 Has radon testing ever been conducted at the Property? X 25 Has any part of the Property ever contained visible mold growth?
X Yes – Significant moisture conditions are present
in the 499 Building
26 Has there ever been any sort of Indoor Air Quality (IAQ) or mold testing conducted in the building(s)?
X

QUESTION RESPONSE COMMENTS
Y N Unk
27 Is there a Mold Operations and Maintenance (O&M)
program in place at the Property?
X
28 Are there any other Operations and Maintenance (O&M) programs in place that we should be made aware of? If so, please provide details.

X
29 Has fill dirt been brought onto the Property which originated from a contaminated site or is of an unknown origin?
X
30 Is the Property or any portion of the Property located or involved in any environmentally sensitive areas (i.e.,
wetlands, coastal barrier resource areas, coastal barrier improvement act areas, flood plains, endangered species)? X
31 Have you been informed of the past existence of
environmental violations with respect to the Property or any facility located on the Property?
X
32 Are there any environmental liens or governmental
notification relating to past or current violations of
environmental laws with respect to the Property or any
facility located on the Property?
X
33 Are you aware of any pending, threatened, or past litigation relevant to hazardous substances of petroleum products in, on or from the Property?
X
34 Are you aware of any pending, threatened, or past
administrative proceedings relevant to hazardous
substances or petroleum products in, on, or from the
Property?
X
35 Are you aware of any notices from any governmental entity regarding any possible violation or environmental laws or possible liability relating to hazardous substances or
petroleum products?
X
Summarize historical Property
use (when was the Property
developed with the current
improvements, what
modifications have taken place,
what was the Property used for
prior to its current use)
On the day of the site visit, provide EMG's Field Observer access to all of the available documents listed below. ▪ Previous Environmental Site Assessment and Compliance Audit reports ▪ Site plans, ALTA surveys, etc.
▪ Asbestos, Lead Based Paint, Mold Operations and Maintenance Programs (O&Ms) ▪ Environmental permits, including registrations for aboveground and underground storage tanks and registrations for underground injection systems
▪ Material Safety Data Sheets
▪ Hazardous waste generator notices or reports
▪ Community Right-to-Know Plan, Risk Assessments, Safety plans, SPCC plans, FRP Plans, etc. ▪ Reports regarding hydrogeological conditions on the Property or adjoining properties ▪ Notices from government agencies regarding past or current violations of environmental laws ▪ Environmental liens and recorded Activity and Use Limitations ▪ Geotechnical surveys
EMG
Corporate Headquarters
10461 Mill Run Circle, Suite 1100
Owings Mills, Maryland 21117
800.733.0660
www.EMGcorp.com
EMG HEADQUARTERS | 10461 MILL RUN CIRCLE, SUITE 1100 | OWINGS MILLS, MARYLAND 21117 | 800 733 0660 | FAX 410 785 6220 www.EMGcorp.com
ASTM E1527 USER QUESTIONNAIRE

PHASE I ENVIRONMENTAL SITE ASSESSMENT
EMG has been retained to conduct a Phase I Environmental Site Assessment (ESA) on your property as contracted. The Phase I ESA will involve site observations, interviews, and a review of available documentation. To ensure the success of the assessment, and in accordance with the ASTM E1527 Scope of Work, we are required to ask the following questions to the User of the report seeking to fulfill the User Requirements of the Standard. Please complete and return this questionnaire to EMG (within two days of receipt).

Date:

Company name:

Property Name/Street Address:

Property City/State/Zip:

Name of person completing
questionnaire:

Phone Number:

Role/Title: Fax Number:

Length of association with
property:

E-mail address:

Please check one: User: User Representative:

Signature:

Directions: Please answer all questions to the best of your knowledge and in good faith.~ Mark the column corresponding to the appropriate response.~ Additional details necessary to explain any yes or unknown responses should be provided in the “Comments” column.~ Note: U indicates “Unknown”, NR indicates “No Response” and “N/A” indicates not applicable.

QUESTION

RESPONSE

COMMENTS Y N U NR
1 Are you aware of any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the property?
2 Are you aware of any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on or from the property?
3 Are you aware of any notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products?
4 Are you aware of any environmental cleanup liens against the property that are filed or recorded under federal, tribal, state or local law? 5 Are you aware of any Activity and Use Limitations, such as engineering controls, land use restrictions or institutional controls that are in place at the site and/or have been filed or recorded in a registry under federal, tribal, state or local law?

EMG HEADQUARTERS | 10461 MILL RUN CIRCLE, SUITE 1100 | OWINGS MILLS, MARYLAND 21117 | 800 733 0660 | FAX 410 785 6220 www.EMGcorp.com

QUESTION

RESPONSE

COMMENTS Y N U NR
6 As the user of this ESA do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business?
7 Does the purchase price being paid for this property reasonably reflect the fair market value of the property? If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property?
8 Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases? For example, as user
8 (a) Do you know the past uses of the property?
8 (b) Do you know of specific chemicals that are present or once were present at the property?
8 (c) Do you know of spills or other chemical releases that have taken place at the property?
8 (d) Do you know of any environmental cleanups that have taken place at the property?
9 As the user of this ESA, based on your knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of contamination at the property? If you have access to any of the following helpful documents, please indicate them below and then send them to EMG via standard mail or e-mail/fax along with this questionnaire. Mailing address: 10461 Mill Run Circle, Suite 1100; Owings Mills, MD 21117 Helpful Documents to be forwarded EMG:

Environmental site assessment reports (i.e., Phase I, Phase II, tank testing results, radon, lead paint, or asbestos testing, etc.)
Environmental compliance audit reports; risk assessments; and recorded Activity and Use Limitations (AULs) Environmental permits (i.e., solid waste disposal, hazardous waste disposal, wastewater, NPDES, underground injection, etc.)
Registrations for underground storage tanks (USTs) and aboveground storage tanks (ASTs) Registrations for underground injection systems
Material safety data sheets
Community right-to-know plan
Safety plans; preparedness and prevention plans; spill prevention, countermeasure, and control plans, etc Reports regarding hydrogeological or geotechnical conditions on the property and surrounding area Notices/correspondence from any agency relating to past/current violations of environmental laws, or liens encumbering the property
Hazardous waste generator notices or reports
Other:

EMG
Corporate Headquarters
10461 Mill Run Circle, Suite 1100
Owings Mills, Maryland 21117
800.733.0660
www.EMGcorp.com
EMG HEADQUARTERS | 10461 MILL RUN CIRCLE, SUITE 1100 | OWINGS MILLS, MARYLAND 21117 | 800 733 0660 | FAX 410 785 6220 www.EMGcorp.com
ASTM E1527 OWNER QUESTIONNAIRE

PHASE I ENVIRONMENTAL SITE ASSESSMENT
EMG has been retained to conduct a Phase I Environmental Site Assessment (ESA) on your property as contracted. The Phase I ESA will involve site observations, interviews, and a review of available documentation. To ensure the success of the assessment, and in accordance with the ASTM E1527 Scope of Work, we are required to ask the following questions to the Owner or Owner representative.

Please complete and return this questionnaire to EMG (within two days of receipt).

Date:

Company name:

Property Name/Street Address:

Property City/State/Zip:

Name of person completing
questionnaire:

Phone Number:

Role/Title: Fax Number:

Length of association with property: E-mail address:

Please check one: Owner: Owner Representative:

Signature:

Directions: Please answer all questions to the best of your knowledge and in good faith.~ Mark the column corresponding to the appropriate response.~ Additional details necessary to explain any yes or unknown responses should be provided in the “Comments” column.~ Note: U indicates “Unknown”, NR indicates “No Response” and “N/A” indicates not applicable.

QUESTION

RESPONSE

COMMENTS

Y N U NR
1 Are you aware of any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the property?
2 Are you aware of any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on or from the property?
3 Are you aware of any notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products? Interviews with Owners and Occupants: The ASTM E1527 Standard recommends in addition to the three specific questions above, the Environmental Professional shall attempt to interview owners, operators, and occupants of the property to obtain information indicating recognized environmental conditions in connection with the property. As such, EMG is providing a Pre-Survey Questionnaire under separate cover to the Key Site Manager or other site representative as designated by either the current owner or the intended User of the assessment data.

If you have access to any of the following documents, please indicate them below and then send them to EMG via standard mail or e-mail along with this questionnaire. Mailing address: 10461 Mill Run Circle, Suite 1100; Owings Mills, MD 21117 Helpful Documents to be forwarded EMG:

Environmental site assessment reports (i.e., Phase I, Phase II, tank test results, radon, lead paint, or asbestos testing, etc.) Environmental compliance audit reports; risk assessments; and recorded Activity and Use Limitations (AULs) Environmental permits (i.e., solid and hazardous waste disposal, wastewater, NPDES, underground injection, etc.) Registrations for underground storage tanks (USTs) and aboveground storage tanks (ASTs) Registrations for underground injection systems
Material safety data sheets
Community right-to-know plan
Safety plans; preparedness and prevention plans; spill prevention, countermeasure, and control plans, etc Reports regarding hydrogeological or geotechnical conditions on the property and surrounding area Notices/correspondence from any agency for past/current violations of environmental laws, or liens encumbering the property Hazardous waste generator notices or reports
Other:

Appendix E: Laboratory Analytical Results
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 111 www.EMGcorp.com p 800.733.0660
No Documents Associated
With This Appendix
Appendix F: Supporting Documentation
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 113 www.EMGcorp.com p 800.733.0660
This Page Intentionally
Left Blank
- Assessor Records
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 115 www.EMGcorp.com p 800.733.0660
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008019 1/6  Summary
9,419,945 9,235,241 8,390,751
54,164,623 53,102,572 48,347,072
63,584,568 62,337,813 56,737,823
AIN: 5722-008-019 8
Building (0101) & Land Overview
2019 Roll Preparation 2018 Current Roll RC Year 2009 Base Value $ $ 7 2009 $
$ $ 7 2009 $
$ $ $
Situs Address:
112 E BELLEVUE DR
PASADENA CA 91105-2521
Use Type:

Parcel Type:

Tax Rate Area:

Commercial
Regular Fee Parcel
07500
Parcel Status:

Create Date:

Delete Date:

Tax Status:

Year Defaulted:

Exemption:

ACTIVE
02/13/2009

CURRENT
None
Use Code:

Design Type:

Quality Class:
1400
1401
CX
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
91,145
Year Built:

Effective Year:

Land SqFt:
2008
2008
52,663
(http://assessormap.co.la.ca.us/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-008) Parcel Map (http://assessormap.co.la.ca.us/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-008) / Map Index (http://maps.assessor.lacounty.gov/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-NDX) 3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008019 2/6 Assessor's Responsible Division
District:

Region:

Cluster:

East District Office
27 27615 PASADENA
East District Office (https://maps.google.com/?q=1190+Durfee+Ave.+South+El+Monte%2C+CA+91733) 1190 Durfee Ave.

South El Monte, CA 91733
Phone: (626) 258-6001
Toll Free: 1 (888) 807-2111
M-F 7:30 am to 5:00 pm
465 W Historic Rte 66
Pasadena, California
View on Google Maps
(https://www.google.com/maps/@34.1378181,-118.1474473,0a,73.7y,-88.96h,90t/data=!3m4!1e1!3m2!1sdu4cYajzofuQ3NRjDPt3kw!2e0? source=apiv3)
(https://www.google.com/maps/@34.13781812286612,-118.14744732129213,13z? hl=enUS&gl=US)
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008019 3/6 Building and Land Characteristics
Land Information

Use Code = 1400 (Commercial)
(https://maps.google.com/maps/@34.1378181,-118.1474473,0a,73.7y,-88.96h,90t/data=!3m4!1e1!3m2!1sdu4cY Report a problemajz (https:/ ofuQ3NRjDP /www.google.com/cbk?cb_client=apiv3&output=r t3kw!2e0?source=apiv3) eport&image_key=!1e2!2sdu4cYajzofuQ3NRjDPt3kw&cbp=1,-88.96,,0,0&hl=en-US) © 2019 Google Layers

+
–
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008019 4/6 Building Information
Situs Address:
112 E BELLEVUE DR PASADENA CA 91105-2521
Legal Description (for assessment purposes):

M R 11-83 POR OF VAC ST ADJ ON N AND N 6.4 FT OF LOT 27,ALL LOTS 28,29 AND 30 Total SqFt (GIS):

Total SqFt (PDB):

Usable SqFt:

Acres:

Land W' x D':
52,663
51,883
52,707
169 x 307
Sewers:

Flight Path:

X-Traffic:

Freeway:

Yes
No
Yes
No
Corner Lot:

Golf Front:

Horse Lot:

View:

Yes
No
No
None
Zoning:

Code Split:

Impairment:

PSCNo
None
Use Code: 1400 (Commercial)
1 = Commercial
4 = Supermarket
0 = Supermarket - 12,000 SF or More
0 = One Story
SUBPART:

Design Type:

Quality Class:
0101
1401
CX
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
91,145
Year Built:

Effective Year:

Depreciation:
2008
2008
UC40 / / 0
RCN Other:

RCN Other Trended:
$ 91,145
$ 119,308
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008019 5/6 9 43,300,010
Showing 1 to 10 of 13 entries.
63,584,568 9,419,945 54,164,623
62,337,813 9,235,241 53,102,572
48,900,000 7,244,500 41,655,500
48,900,000 7,244,500 41,655,500
43,300,009 6,400,009 36,900,000
43,300,009 6,400,009 36,900,000
43,300,009 6,400,009 36,900,000
43,300,009 6,400,009 36,900,000
43,300,009 6,400,009 36,900,000
43,300,009 6,400,009 36,900,000
Events History
Show Re-Assessable Only:

Recording Date Seq. # Re-Assessed # Parcels % Ver. Code DTT Sale Price Assessed Value 02/13/2009 50 Yes 1 00%-0 1 $ $
Assessment History
Show All: Hide Inactive Rolls:

Bill Number Bill
Type
Bill
Status
Date to
Auditor
Recording
Date
Total Value Land Value Improvement Value
219-PSEG 02/13/2009 $ $ $
2180000 R A 07/19/2018 02/13/2009 $ $ $
2170000 R A 06/26/2017 02/13/2009 $ $ $
2160000 R A 07/05/2016 02/13/2009 $ $ $
2150000 R A 06/23/2015 02/13/2009 $ $ $
2140000 R A 06/24/2014 02/13/2009 $ $ $
2130000 R A 06/25/2013 02/13/2009 $ $ $
2120000 R A 06/27/2012 02/13/2009 $ $ $
2110000 R A 07/06/2011 02/13/2009 $ $ $
2100001 C A 12/19/2010 02/13/2009 $ $ $
Year Change: 2008
Design Type: 1401
1 = Commercial
4 = Supermarket
0 = Unused or Unknown Code (No Meaning)
1 = Air Conditioned
SUMMARY: Total
# of Units:

Beds/Baths:

Building SqFt:

Avg SqFt/Unit:
0 0/0
91,145

Ownership () Parcel Change ()

3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008019 6/6 « 2 »
© 2017- Los Angeles County Assessor
Contact Us (https://assessor.lacounty.gov/contact-us/) | Disclaimer (disclaimer) | FAQ (faq) PDB Effective Date: 02/24/2019
 (https://facebook.com/LACAssessor)  (https://www.twitter.com/LACASSESSOR)  (https://www.linkedin.com/company/los-angeles-county-office-of-the-assessor)  (https://youtube.com/user/lacountyassessor) 1 3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008002 1/6  Summary
2,533,972 2,484,287 2,503,953
2,058,261 2,017,903 2,258,414
4,592,233 4,502,190 4,762,367
AIN: 5722-008-002 7
Building (0102) & Land Overview
2019 Roll Preparation 2018 Current Roll RC Year 2008 Base Value $ $ T 2008 $
$ $ T 2008 $
$ $ $
Situs Address:
491 S ARROYO PKWY
PASADENA CA 91105-2529
Use Type:

Parcel Type:

Tax Rate Area:

Commercial
Regular Fee Parcel
07500
Parcel Status:

Create Date:

Delete Date:

Tax Status:

Year Defaulted:

Exemption:

ACTIVE

CURRENT
None
Use Code:

Design Type:

Quality Class:
1700
1700
C6B
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
7,500
Year Built:

Effective Year:

Land SqFt:
1925
1951
16,965
(http://assessormap.co.la.ca.us/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-008) Parcel Map (http://assessormap.co.la.ca.us/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-008) / Map Index (http://maps.assessor.lacounty.gov/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-NDX) Identifies if tax payments for a
secured assessment are:
"Current" (TS=0), "Delinquent"
(TS=1), "Defaulted, Power to Sell"
(TS=2), or "Exempt" (TS=3).

IMPORTANT NOTE: Tax
payments for the current roll that
are late and incurring penalties
may still show "Current" due to
timing issues, assuming the
property is not delinquent for prior
years. Also, unsecured delinquent
or defaulted tax bills will not be
reflected here.
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008002 2/6 Assessor's Responsible Division
District:

Region:

Cluster:

East District Office
27 27615 PASADENA
East District Office (https://maps.google.com/?q=1190+Durfee+Ave.+South+El+Monte%2C+CA+91733) 1190 Durfee Ave.

South El Monte, CA 91733
Phone: (626) 258-6001
Toll Free: 1 (888) 807-2111
M-F 7:30 am to 5:00 pm
495 W Historic Rte 66
Pasadena, California
View on Google Maps
(https://www.google.com/maps/@34.1371943,-118.1474416,0a,73.7y,-76.11h,90t/data=!3m4!1e1!3m2!1sHn4wXT7Jyn35UZDaDuwLjQ!2e0? source=apiv3)
(https://www.google.com/maps/@34.13719434898117,-118.14744157128132,13z? hl=enUS&gl=US)
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008002 3/6 Building and Land Characteristics
Land Information

Use Code = 1700 (Commercial)
(https://maps.google.com/maps/@34.1371943,-118.1474416,0a,73.7y,-76.11h,90t/data=!3m4!1e1!3m2!1sHn4wXT7Jyn35UZDaDuwLjQ!2e0?sour Report a problem (https://www.google.com/cbk?cb_client=apiv3&output=r ce=apiv3) eport&image_key=!1e2!2sHn4wXT7Jyn35UZDaDuwLjQ&cbp=1,-76.114,,0,0&hl=en-US) © 2019 Google Layers

+
–
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008002 4/6 Building Information
Situs Address:
491 S ARROYO PKWY PASADENA CA 91105-2529
Legal Description (for assessment purposes):

WEBSTER AND STRATTON'S SUB OF THE G T STAMM PROPERTY N 99.5 FT OF LOT 31 Total SqFt (GIS):

Total SqFt (PDB):

Usable SqFt:

Acres:

Land W' x D':
16,965
16,814
0 x 0
Sewers:

Flight Path:

X-Traffic:

Freeway:

No
No
No
No
Corner Lot:

Golf Front:

Horse Lot:

View:

No
No
No
None
Zoning:

Code Split:

Impairment:

PSCNo
None
Use Code: 1700 (Commercial)
1 = Commercial
7 = Office Building
0 = Unused or Unknown Code (No Meaning)
0 = One Story
SUBPART:

Design Type:

Quality Class:
0102
1700
C6B
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
7,500
Year Built:

Effective Year:

Depreciation:
1925
1951
UC55 / 3B / 82
RCN Other:

RCN Other Trended:
$ 0
$ 0
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008002 5/6 Events History
Show Re-Assessable Only:

Year Change: 1973
Design Type: 1700
1 = Commercial
7 = Office Building
0 = Unused or Unknown Code (No Meaning)
0 = Unused or Unknown Code (No Meaning)
SUBPART:

Design Type:

Quality Class:
0202
3100
C5A
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
4,600
Year Built:

Effective Year:

Depreciation:
1945
1948
UC60 / 3B / 82
RCN Other:

RCN Other Trended:

Year Change:
$ 0
$ 0
1973
Design Type: 3100
3 = Industrial
1 = Light Manufacturing
0 = Unused or Unknown Code (No Meaning)
0 = Unused or Unknown Code (No Meaning)
SUMMARY: Total
# of Units:

Beds/Baths:

Building SqFt:

Avg SqFt/Unit:
0 0/0
12,100

Ownership () Parcel Change ()
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008002 6/6 16,000,160 3,900,000
9,350,000 2,400,000
0 2,400,000
0 271,708
0 0
Showing 1 to 10 of 42 entries.
4,592,233 2,533,972 2,058,261
4,502,190 2,484,287 2,017,903
4,413,913 2,435,576 1,978,337
4,327,367 2,387,820 1,939,547
4,262,367 2,351,953 1,910,414
3,400,000 2,000,000 1,400,000
3,400,000 2,000,000 1,400,000
2,700,000 2,000,000 700,000
2,700,000 2,000,000 700,000
2,700,000 2,000,000 700,000
Recording Date Recording Date Seq. # Re-Assessed Re-Assessed # Parcels # Parcels % Ver. Code DTT Sale Price DTT Sale Price Assessed V Assessed Value 11/20/2007 75 Yes 3 00%-0 B $ $
11/20/2007 25 Yes 2+ 00%-0 M $ $
08/10/2007 50 Yes 2+ 00%-0 M $ $
06/20/2000 50 No 00%-0 $ $
09/03/1963 50 Yes 00%-0 $ $
Assessment History
Show All: Hide Inactive Rolls:

Bill Number Bill
Type
Bill
Status
Date to
Auditor
Recording
Date
Total Value Land Value Improvement Value
219-PSEG 11/20/2007 $ $ $
2180000 R A 07/19/2018 11/20/2007 $ $ $
2170000 R A 06/26/2017 11/20/2007 $ $ $
2160000 R A 07/05/2016 11/20/2007 $ $ $
2150000 R A 06/23/2015 11/20/2007 $ $ $
2140000 R A 06/24/2014 11/20/2007 $ $ $
2130000 R A 06/25/2013 11/20/2007 $ $ $
2120000 R A 06/27/2012 11/20/2007 $ $ $
2110000 R A 07/06/2011 11/20/2007 $ $ $
2100000 R A 07/22/2010 11/20/2007 $ $ $

« 2 3 4 5 »
© 2017- Los Angeles County Assessor
Contact Us (https://assessor.lacounty.gov/contact-us/) | Disclaimer (disclaimer) | FAQ (faq) PDB Effective Date: 02/24/2019
 (https://facebook.com/LACAssessor)  (https://www.twitter.com/LACASSESSOR)  (https://www.linkedin.com/company/los-angeles-county-office-of-the-assessor)  (https://youtube.com/user/lacountyassessor) 1 3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008012 1/6  Summary
3,700,000 3,700,000 3,629,000
1,800,000 1,800,000 2,183,000
5,500,000 5,500,000 5,812,000
AIN: 5722-008-012 5
Building (0101) & Land Overview
2019 Roll Preparation 2018 Current Roll RC Year 2008 Base Value $ $ 8 2008 $
$ $ 8 2008 $
$ $ $
Situs Address:
503 S ARROYO PKWY
PASADENA CA 91105-2519
Use Type:

Parcel Type:

Tax Rate Area:

Industrial
Regular Fee Parcel
07500
Parcel Status:

Create Date:

Delete Date:

Tax Status:

Year Defaulted:

Exemption:

ACTIVE

CURRENT
None
Use Code:

Design Type:

Quality Class:
3310
3300
CX
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
16,730
Year Built:

Effective Year:

Land SqFt:
1921
1923
28,238
(http://assessormap.co.la.ca.us/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-008) Parcel Map (http://assessormap.co.la.ca.us/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-008) / Map Index (http://maps.assessor.lacounty.gov/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-NDX) 3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008012 2/6 Assessor's Responsible Division
District:

Region:

Cluster:

East District Office
27 27615 PASADENA
East District Office (https://maps.google.com/?q=1190+Durfee+Ave.+South+El+Monte%2C+CA+91733) 1190 Durfee Ave.

South El Monte, CA 91733
Phone: (626) 258-6001
Toll Free: 1 (888) 807-2111
M-F 7:30 am to 5:00 pm
501 W Historic Rte 66
Pasadena, California
View on Google Maps
(https://www.google.com/maps/@34.1369327,-118.1474419,0a,73.7y,-90.59h,90t/data=!3m4!1e1!3m2!1sv77K55wiNs8I1RD5dV5xA!2e0?source=apiv3) (https://www.google.com/maps/@34.1369327479138,-118.14744192951287,13z? hl=enUS&gl=US)
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008012 3/6 Building and Land Characteristics
Land Information

Use Code = 3310 (Industrial)
(https://maps.google.com/maps/@34.1369327,-118.1474419,0a,73.7y,-90.59h,90t/data=!3m4!1e1!3m2!1sv77K55wiNs8I1RD5dV5x-A!2e0?sour Report a problem (https://www.google.com/cbk?cb_client=apiv3&output=r ce=apiv3) eport&image_key=!1e2!2sv77K55wiNs8I1RD5dV5x-A&cbp=1,-90.591,,0,0&hl=en-US) © 2019 Google Layers

+
–
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008012 4/6 Building Information
Situs Address:
503 S ARROYO PKWY PASADENA CA 91105-2519
Legal Description (for assessment purposes):

WEBSTER AND STRATTON'S SUB OF THE G T STAMM PROPERTY S 0.5 FT OF LOT 31 AND ALL OF LOT 32 AND N 85 FT OF W 109 FT AND N 35 FT OF E 60 FT OF LOT 33 Total SqFt (GIS):

Total SqFt (PDB):

Usable SqFt:

Acres:

Land W' x D':
28,238
28,349
0 x 0
Sewers:

Flight Path:

X-Traffic:

Freeway:

No
No
No
No
Corner Lot:

Golf Front:

Horse Lot:

View:

No
No
No
None
Zoning:

Code Split:

Impairment:

PSCNo
None
Use Code: 3310 (Industrial)
3 = Industrial
3 = Warehousing, Distribution, Storage
1 = Warehousing, Distribution, 10,000 to 24,999 SF
0 = One Story
SUBPART:

Design Type:

Quality Class:
0101
3300
CX
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
16,730
Year Built:

Effective Year:

Depreciation:
1921
1923
/ 4K / 0
RCN Other:

RCN Other Trended:
$ 0
$ 0
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008012 5/6 16,000,160 5,812,000
9,350,000 3,900,000
0 3,900,000
0 234,382
0 0
Showing 1 to 10 of 41 entries.
5,500,000 3,700,000 1,800,000
5,500,000 3,700,000 1,800,000
5,000,000 3,400,000 1,600,000
5,000,000 3,400,000 1,600,000
5,000,000 3,400,000 1,600,000
4,000,000 3,400,000 600,000
Events History
Show Re-Assessable Only:

Recording Date Seq. # Re-Assessed # Parcels % Ver. Code DTT Sale Price Assessed Value 11/20/2007 75 Yes 3 00%-0 B $ $
11/20/2007 25 Yes 2+ 00%-0 M $ $
08/10/2007 50 Yes 2+ 00%-0 M $ $
06/20/2000 50 No 00%-0 $ $
12/31/1974 50 Yes 00%-0 $ $
Assessment History
Show All: Hide Inactive Rolls:

Bill Number Bill
Type
Bill
Status
Date to
Auditor
Recording
Date
Total Value Land Value Improvement Value
219-PSEG 11/20/2007 $ $ $
2180000 R A 07/19/2018 11/20/2007 $ $ $
2170000 R A 06/26/2017 11/20/2007 $ $ $
2160000 R A 07/05/2016 11/20/2007 $ $ $
2150000 R A 06/23/2015 11/20/2007 $ $ $
2140000 R A 06/24/2014 11/20/2007 $ $ $
Year Change: 1980
Design Type: 3300
3 = Industrial
3 = Warehousing, Distribution, Storage
0 = Unused or Unknown Code (No Meaning)
0 = Unused or Unknown Code (No Meaning)
SUMMARY: Total
# of Units:

Beds/Baths:

Building SqFt:

Avg SqFt/Unit:
0 0/0
16,730

Ownership () Parcel Change ()

3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008012 6/6 4,000,000 3,400,000 600,000
4,000,000 3,400,000 600,000
4,000,000 3,400,000 600,000
4,000,000 3,400,000 600,000
Bill Number Bill
Type
Bill
Status
Date to
Auditor
Recording
Date
Total Value Land Value Improvement Value
2130000 R A 06/25/2013 11/20/2007 $ $ $
2120000 R A 06/27/2012 11/20/2007 $ $ $
2110000 R A 07/06/2011 11/20/2007 $ $ $
2100000 R A 07/22/2010 11/20/2007 $ $ $
« 2 3 4 5 »
© 2017- Los Angeles County Assessor
Contact Us (https://assessor.lacounty.gov/contact-us/) | Disclaimer (disclaimer) | FAQ (faq) PDB Effective Date: 02/24/2019
 (https://facebook.com/LACAssessor)  (https://www.twitter.com/LACASSESSOR)  (https://www.linkedin.com/company/los-angeles-county-office-of-the-assessor)  (https://youtube.com/user/lacountyassessor) 1 3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008017 1/7  Summary
4,967,862 4,870,453 4,729,453
2,436,239 2,388,470 2,317,470
7,404,101 7,258,923 7,046,923
AIN: 5722-008-017 0
Building (0104) & Land Overview
2019 Roll Preparation 2018 Current Roll RC Year 2008 Base Value $ $ T 2008 $
$ $ T 2008 $
$ $ $
Situs Address:
525 S ARROYO PKWY
PASADENA CA 91105-2519
Use Type:

Parcel Type:

Tax Rate Area:

Commercial
Regular Fee Parcel
07500
Parcel Status:

Create Date:

Delete Date:

Tax Status:

Year Defaulted:

Exemption:

ACTIVE
08/16/2005

CURRENT
None
Use Code:

Design Type:

Quality Class:
2100
2700
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
2,180
Year Built:

Effective Year:

Land SqFt:
1951
1951
32,900
(http://assessormap.co.la.ca.us/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-008) Parcel Map (http://assessormap.co.la.ca.us/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-008) / Map Index (http://maps.assessor.lacounty.gov/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-NDX) 3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008017 2/7 Assessor's Responsible Division
District:

Region:

Cluster:

East District Office
27 27615 PASADENA
East District Office (https://maps.google.com/?q=1190+Durfee+Ave.+South+El+Monte%2C+CA+91733) 1190 Durfee Ave.

South El Monte, CA 91733
Phone: (626) 258-6001
Toll Free: 1 (888) 807-2111
M-F 7:30 am to 5:00 pm
549 W Historic Rte 66
Pasadena, California
View on Google Maps
(https://www.google.com/maps/@34.1365102,-118.147445,0a,73.7y,-109.26h,90t/data=!3m4!1e1!3m2!1sP92d1VFwSCGEO4Srgk0KvA!2e0? source=apiv3)
(https://www.google.com/maps/@34.13651021772053,-118.1474449746749,13z? hl=enUS&gl=US)
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008017 3/7 Building and Land Characteristics
Land Information

Use Code = 2100 (Commercial)
(https://maps.google.com/maps/@34.1365102,-118.147445,0a,73.7y,-109.26h,90t/data=!3m4!1e1!3m2!1sP92d1VFwSCGEO4Sr Report a problem (https://www.google.com/cbk?cb_client=apiv3&output=r gk0KvA!2e0?source=apiv3) eport&image_key=!1e2!2sP92d1VFwSCGEO4Srgk0KvA&cbp=1,-109.263,,0,0&hl=en-US) © 2019 Google Layers
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3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008017 4/7 Building Information
Situs Address:
525 S ARROYO PKWY PASADENA CA 91105-2519
Legal Description (for assessment purposes):

M R 11-83 FOR DESC SEE ASSESSOR'S MAPS POR OF LOTS 33 AND 35 AND ALL OF LOT 34 Total SqFt (GIS):

Total SqFt (PDB):

Usable SqFt:

Acres:

Land W' x D':
32,900
32,830
0 x 0
Sewers:

Flight Path:

X-Traffic:

Freeway:

Yes
No
Yes
No
Corner Lot:

Golf Front:

Horse Lot:

View:

No
No
No
None
Zoning:

Code Split:

Impairment:

PSCNo
None
Use Code: 2100 (Commercial)
2 = Commercial
1 = Restaurant, Cocktail Lounge
0 = Restaurant, Cocktail Lounge, Tavern
0 = One Story
SUBPART:

Design Type:

Quality Class:
0104
2700
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
2,180
Year Built:

Effective Year:

Depreciation:
1951
1951
UC20 / / 0
RCN Other:

RCN Other Trended:
$ 0
$ 0
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008017 5/7 Year Change:

Design Type: 2700
2 = Commercial
7 = Parking Lot (Commercial or Patron)
0 = Unused or Unknown Code (No Meaning)
0 = Unused or Unknown Code (No Meaning)
SUBPART:

Design Type:

Quality Class:
0204
2700
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
8,085
Year Built:

Effective Year:

Depreciation:
1951
1951
UC20 / / 0
RCN Other:

RCN Other Trended:

Year Change:
$ 0
$ 0

Design Type: 2700
2 = Commercial
7 = Parking Lot (Commercial or Patron)
0 = Unused or Unknown Code (No Meaning)
0 = Unused or Unknown Code (No Meaning)
SUBPART:

Design Type:

Quality Class:
0304
2101
CX
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
7,427
Year Built:

Effective Year:

Depreciation:
1961
1961
UC35 / 4K / 0
RCN Other:

RCN Other Trended:

Year Change:
$ 0
$ 0
1975
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008017 6/7 16,000,160 6,288,000
Events History
Show Re-Assessable Only:

Recording Date Seq. # Re-Assessed # Parcels % Ver. Code DTT Sale Price Assessed Value 11/20/2007 75 Yes 3 00%-0 B $ $
Design Type: 2101
2 = Commercial
1 = Restaurant, Cocktail Lounge, Drive-In, Coffee Shop, etc. 0 = Unused or Unknown Code (No Meaning)
1 = Air Conditioned
SUBPART:

Design Type:

Quality Class:
0404
3300
CX
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
3,000
Year Built:

Effective Year:

Depreciation:
1923
1923
UC45 / / 0
RCN Other:

RCN Other Trended:

Year Change:
$ 0
$ 0

Design Type: 3300
3 = Industrial
3 = Warehousing, Distribution, Storage
0 = Unused or Unknown Code (No Meaning)
0 = Unused or Unknown Code (No Meaning)
SUMMARY: Total
# of Units:

Beds/Baths:

Building SqFt:

Avg SqFt/Unit:
0 0/0
10,427

Ownership () Parcel Change ()
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008017 7/7 9,350,000 6,000,000
0 6,000,000
0 453,574
Showing 1 to 10 of 19 entries.
7,404,101 4,967,862 2,436,239
7,258,923 4,870,453 2,388,470
6,500,000 4,360,000 2,140,000
5,000,000 3,000,000 2,000,000
5,000,000 3,000,000 2,000,000
4,500,000 2,900,000 1,600,000
4,500,000 2,900,000 1,600,000
4,500,000 2,900,000 1,600,000
4,500,000 2,900,000 1,600,000
4,900,000 3,300,000 1,600,000
Recording Date Seq. # Re-Assessed # Parcels % Ver. Code DTT Sale Price Assessed Value 11/20/2007 25 Yes 2+ 00%-0 M $ $
08/10/2007 50 Yes 2+ 00%-0 M $ $
06/20/2000 50 No 00%-0 $ $
Assessment History
Show All: Hide Inactive Rolls:

Bill Number Bill
Type
Bill
Status
Date to
Auditor
Recording
Date
Total Value Land Value Improvement Value
219-PSEG 11/20/2007 $ $ $
2180000 R A 07/19/2018 11/20/2007 $ $ $
2170000 R A 06/26/2017 11/20/2007 $ $ $
2160000 R A 07/05/2016 11/20/2007 $ $ $
2150000 R A 06/23/2015 11/20/2007 $ $ $
2140000 R A 06/24/2014 11/20/2007 $ $ $
2130000 R A 06/25/2013 11/20/2007 $ $ $
2120000 R A 06/27/2012 11/20/2007 $ $ $
2110000 R A 07/06/2011 11/20/2007 $ $ $
2100000 R A 07/22/2010 11/20/2007 $ $ $

« 2 »
© 2017- Los Angeles County Assessor
Contact Us (https://assessor.lacounty.gov/contact-us/) | Disclaimer (disclaimer) | FAQ (faq) PDB Effective Date: 02/24/2019
 (https://facebook.com/LACAssessor)  (https://www.twitter.com/LACASSESSOR)  (https://www.linkedin.com/company/los-angeles-county-office-of-the-assessor)  (https://youtube.com/user/lacountyassessor) 1 3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008016 1/6  Summary
3,179,242 3,116,904 3,093,289
1,059,744 1,038,965 1,031,094
4,238,986 4,155,869 4,124,383
AIN: 5722-008-016 1
Building (0101) & Land Overview
2019 Roll Preparation 2018 Current Roll RC Year 2008 Base Value $ $ T 2008 $
$ $ T 2008 $
$ $ $
Situs Address:
577 S ARROYO PKWY
PASADENA CA 91105-2519
Use Type:

Parcel Type:

Tax Rate Area:

Commercial
Regular Fee Parcel
07500
Parcel Status:

Create Date:

Delete Date:

Tax Status:

Year Defaulted:

Exemption:

ACTIVE
10/28/2003

CURRENT
None
Use Code:

Design Type:

Quality Class:
2100
2101
DX
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
4,494
Year Built:

Effective Year:

Land SqFt:
2003
2003
12,610
(http://assessormap.co.la.ca.us/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-008) Parcel Map (http://assessormap.co.la.ca.us/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-008) / Map Index (http://maps.assessor.lacounty.gov/Geocortex/Essentials/REST/sites/PAIS/VirtualDirectory/AssessorMaps/ViewMap.html?val=5722-NDX) 3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008016 2/6 Assessor's Responsible Division
District:

Region:

Cluster:

East District Office
27 27615 PASADENA
East District Office (https://maps.google.com/?q=1190+Durfee+Ave.+South+El+Monte%2C+CA+91733) 1190 Durfee Ave.

South El Monte, CA 91733
Phone: (626) 258-6001
Toll Free: 1 (888) 807-2111
M-F 7:30 am to 5:00 pm
W Historic Rte 66
Pasadena, California
View on Google Maps
(https://www.google.com/maps/@34.1359675,-118.1474425,0a,73.7y,-66.25h,90t/data=!3m4!1e1!3m2!1sDdP0eXI2uGJ5iZl35zHURQ!2e0? source=apiv3)
(https://www.google.com/maps/@34.13596745460401,-118.14744246218561,13z? hl=enUS&gl=US)
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008016 3/6 Building and Land Characteristics
Land Information

Use Code = 2100 (Commercial)
(https://maps.google.com/maps/@34.1359675,-118.1474425,0a,73.7y,-66.25h,90t/data=!3m4!1e1!3m2!1sDdP0eXI2uGJ5iZl35zHURQ!2e0?sour Report a problem (https://www.google.com/cbk?cb_client=apiv3&output=r ce=apiv3) eport&image_key=!1e2!2sDdP0eXI2uGJ5iZl35zHURQ&cbp=1,-66.246,,0,0&hl=en-US) © 2019 Google Layers
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+
–
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008016 4/6 Building Information
Situs Address:
577 S ARROYO PKWY PASADENA CA 91105-2519
Legal Description (for assessment purposes):

M R 11-83 E 109 FT OF S 130 FT MEASURED ON W LINE EX OF ST OF LOT 35 Total SqFt (GIS):

Total SqFt (PDB):

Usable SqFt:

Acres:

Land W' x D':
12,610
12,154
12,596
103 x 118
Sewers:

Flight Path:

X-Traffic:

Freeway:

Yes
No
No
No
Corner Lot:

Golf Front:

Horse Lot:

View:

Yes
No
No
None
Zoning:

Code Split:

Impairment:

PSCNo
None
Use Code: 2100 (Commercial)
2 = Commercial
1 = Restaurant, Cocktail Lounge
0 = Restaurant, Cocktail Lounge, Tavern
0 = One Story
SUBPART:

Design Type:

Quality Class:
0101
2101
DX
# of Units:

Beds/Baths:

Building SqFt:
0 0/0
4,494
Year Built:

Effective Year:

Depreciation:
2003
2003
MC35 / / 0
RCN Other:

RCN Other Trended:
$ 0
$ 0
3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008016 5/6 3,600,036 3,600,000
0 720,999
Showing 1 to 10 of 21 entries.
4,238,986 3,179,242 1,059,744
4,155,869 3,116,904 1,038,965
4,074,383 3,055,789 1,018,594
3,550,000 2,662,500 887,500
2,700,000 1,720,000 980,000
2,380,000 1,420,000 960,000
2,130,000 1,230,000 900,000
2,130,000 1,230,000 900,000
2,130,000 1,230,000 900,000
2,200,000 1,600,000 600,000
Events History
Show Re-Assessable Only:

Recording Date Seq. # Re-Assessed # Parcels % Ver. Code DTT Sale Price Assessed Value 11/30/2007 50 Yes 1 00%-0 A $ $
08/21/2002 75 Yes 1 00%-0 K $ $
Assessment History
Show All: Hide Inactive Rolls:

Bill Number Bill
Type
Bill
Status
Date to
Auditor
Recording
Date
Total Value Land Value Improvement Value
219-PSEG 11/30/2007 $ $ $
2180000 R A 07/19/2018 11/30/2007 $ $ $
2170000 R A 06/26/2017 11/30/2007 $ $ $
2160000 R A 07/05/2016 11/30/2007 $ $ $
2150000 R A 06/23/2015 11/30/2007 $ $ $
2140000 R A 06/24/2014 11/30/2007 $ $ $
2130000 R A 06/25/2013 11/30/2007 $ $ $
2120000 R A 06/27/2012 11/30/2007 $ $ $
2110000 R A 07/06/2011 11/30/2007 $ $ $
2100001 C A 03/18/2012 11/30/2007 $ $ $
Year Change: 2004
Design Type: 2101
2 = Commercial
1 = Restaurant, Cocktail Lounge, Drive-In, Coffee Shop, etc. 0 = Unused or Unknown Code (No Meaning)
1 = Air Conditioned
SUMMARY: Total
# of Units:

Beds/Baths:

Building SqFt:

Avg SqFt/Unit:
0 0/0
4,494

Ownership () Parcel Change ()

3/2/2019 Parcel Detail - Los Angeles County Assessor Portal https://portal.assessor.lacounty.gov/parceldetail/5722008016 6/6 « 2 3 »
© 2017- Los Angeles County Assessor
Contact Us (https://assessor.lacounty.gov/contact-us/) | Disclaimer (disclaimer) | FAQ (faq) PDB Effective Date: 02/24/2019
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465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 121 www.EMGcorp.com p 800.733.0660
3/2/2019 City of Pasadena, California
https://eservices.cityofpasadena.net/iwrplandev/CaseResults.aspx?pd.parcelNo=5722-008-019&pd.searchType=parcel&pd.targetAddress=0 1/4

CASE SEARCH RESULTS
Search Again
Case
Number Type Status Description RelatedLinks
BLD2005-
01465 BLD FNL

CONSTRUCTION OF NEW MARKET (CORE &
SHELL ONLY) 2 STORY OF 90720 S/F AND 3
LEVELS GARAGE OF 152712 S/F.

Case
Summary
Plan
Review
Inspection
Summary
BLD2005-
01543 BLD FNL FOUNDATION PERMIT ONLY FOR NEW MARKET CaseSummary Plan
Review
Inspection
Summary
ELE2006-
01646 ELE FNL ELECTRICAL FOR CORE & SHELL CaseSummary
Inspection
Summary
BLD2006-
01489 BLD FNL TENANT IMPROVEMENT FOR NEW RETAILMARKET (WHOLE FOODS) Case
Summary
Plan
Review
Inspection
Summary
MEC2006-
01229 MEC FNL INSTALL VENTILATION SYSTEM FOR PARKINGGARAGE Case
Summary
Inspection
Summary
FIR2008-
00256 FIR ISS INSTALL (422) NEW FIRE ALARM DEVICES, FOR ANEW FIRE ALARM SYSYTEM Case
Summary
Inspection
Summary
FIR2011-
00453 FIR REC REPLACE 6 PRODUCE REFRIGERATED CASESAND ONE FOOD CASE WITH NEW Case
Summary
Inspection
Summary
BLD2011-
01103 BLD FNL
REPLACE (6) REFRIGERATED CASES, REPLACE

EXISTING TAQUERIA COOKING EQUIPMENT,

INSTALL NEW ACCESSIBLE SERVICE COUNTER &
DINING AREA AND RELOCATE (1) FLOOR SINK.

Case
Summary
Plan
Review
Inspection
Summary
BLD2011-
01275 BLD FNL
VOLUNTARY DISABLED ACCESS UPGRADES;

MODIFY PORTION OF EXISTING ENTRY RAMP,

PARKING STALLS AND PATH OF TRAVEL
Case
Summary
Plan
Review
Inspection
Summary
PLN2012-
00014 PLN ASG NEW DIRECTIONAL SIGNAGE CaseSummary
MEC2012-
00121 MEC FNL INSTALL REFRIGERATED CASES CaseSummary
Inspection
Summary
PLM2012-
00248 PLM FNL INSTALL PLUMBING SERVICES FOR TENANTIMPROVEMENT Case
Summary
Inspection
Summary
ELE2012-
00259 ELE FNL INSTALL ELECTRICAL SERVICES FOR TENANTIMPROVEMENT Case
Summary
Inspection
Summary
CCI2014-
02577 CCI APR
CODE COMPLIANCE CERTIFICATE * ECO ATM INC
KIOSK THAT PURCHASES USED ELECTRONICS.

KIOSK LOCATED INSIDE GROCERY STORE
Case
Summary
Inspection
Summary
PLN2014-
00555 PLN APR ZONING VERIFICATION LETTER REQUEST CaseSummary ELE2014- ELE FNL ELECTRICAL FOR (3) CIRCUIT BREAKERS Case Inspection 3/2/2019 City of Pasadena, California
https://eservices.cityofpasadena.net/iwrplandev/CaseResults.aspx?pd.parcelNo=5722-008-019&pd.searchType=parcel&pd.targetAddress=0 2/4 01835 Summary Summary
PLM2015-
00353 PLM FNL INSTALL (2) INTERCEPTOR CaseSummary
Inspection
Summary
189-15 FLM REC PD HOURS: 5-5-15 THURSTON & GAWLIK 6 HRS EACH
Case
Summary
192-15 FLM REC Refund Processed on 6/2/2015. ALD. Case
Summary
BLD2016-
00859 BLD FNL
TENANT IMPROVEMENT AT 1600 S/F FOR
KITCHEN AREA; REPLACING EQUIPMENT LIKE TO
LIKE & SCULLERY; DISHWASHER ROOM AT 480

S/F (WHOLE FOODS MARKET)
Case
Summary
Plan
Review
Inspection
Summary
CCI2018-
03604 CCI REC CODE COMPLIANCE CERTIFICATE " HOUSEBREWERY"; SMALL BEER MANUFACTURE Case
Summary
Inspection
Summary
MEC2007-
00453 MEC FNL INSTALL MECHANICAL SERVICES FOR NEWCONSTRUCTION OF WHOLE FOODS Case
Summary
Inspection
Summary
ELE2007-
00735 ELE FNL ELECTRICAL T.I. FOR WHOLE FOODS MARKET CaseSummary Inspection
Summary
FIR2007-
00150 FIR FNL FIRE SPRINKLER T.I. ADDING 233 HEADS CaseSummary Inspection
Summary
MEC2007-
00571 MEC FNL INSTALL SUPERMARKET REFRIGERATION CaseSummary Inspection
Summary
PLM2007-
00656 PLM FNL INSTALL PLUMBING FOR TENANT IMPROVEMENTWHOLE FOOD MARKET Case
Summary
Inspection
Summary
FIR2007-
00179 FIR REC NEW FIRE COMMUNICATION INSTALLATION CaseSummary Inspection
Summary
FIR2007-
00331 FIR ISS REFRIGERATION SYSTEM FOR WHOLE FOODSMARKET Case
Summary
Inspection
Summary
FIR2007-
00359 FIR FNL NEW INSTALLATION OF HOOD SUPPRESSIONSYSTEM IN PRODUCE AREA Case
Summary
Inspection
Summary
FIR2007-
00360 FIR FNL NEW INSTALLATION OF HOOD SUPPRESSIONSYSTEM IN PRODUCE PREP AREA Case
Summary
Inspection
Summary
FIR2007-
00361 FIR FNL NEW INSTALLATION OF HOOD SUPPRESSIONSYSTEM IN SMOKER AREA Case
Summary
Inspection
Summary
FIR2007-
00362 FIR FNL NEW INSTALLATION OF HOOD SUPPRESSIONSYSTEM IN SHORT CUT CHEF AREA Case
Summary
Inspection
Summary
FIR2007-
00363 FIR FNL NEW INSTALLATION OF HOOD SUPPRESSIONSYSTEM IN ASIAN AREA Case
Summary
Inspection
Summary
FIR2007-
00367 FIR FNL NEW INSTALLATION OF FIRE SUPPRESSIONSYSTEM IN MAIN KITCHEN Case
Summary
Inspection
Summary
FIR2007-
00368 FIR FNL NEW INSTALLATION OF FIRE SUPPRESSIONSYSTEM IN PREPARED FOODS AREA Case
Summary
Inspection
Summary
3/2/2019 City of Pasadena, California
https://eservices.cityofpasadena.net/iwrplandev/CaseResults.aspx?pd.parcelNo=5722-008-019&pd.searchType=parcel&pd.targetAddress=0 3/4 FIR2007-
00369

FIR FNL NEW INSTALLATION OF FIRE SUPPRESSION
SYSTEM IN PREPARED PRODUCE AREA 2
Case
Summary
Inspection
Summary
FIR2007-
00370 FIR FNL NEW INSTALLATION OF FIRE SUPPRESSIONSYSTEM IN PREPARED PRODUCE AREA 3 Case
Summary
Inspection
Summary
FIR2007-
00371 FIR FNL NEW INSTALLATION OF FIRE SUPPRESSIONSYSTEM IN ITALIAN AREA Case
Summary
Inspection
Summary
FIR2007-
00372 FIR FNL NEW INSTALLATION OF FIRE SUPPRESSIONSYSTEM IN ASIAN ISLAND AREA Case
Summary
Inspection
Summary
BLD2007-
01236 BLD FNL STEEL TRELLIS TO EXTERIOR, NORTH ELEVATION CaseSummary Plan
Review
Inspection
Summary
BMN2007-
01434 BMN FNL (3) SETS OF CHANNNEL LETTERS TO BEINSTALLED Case
Summary
Inspection
Summary
FIR2007-
00403 FIR FNL INSTALLATION OF DUCT SPRINKLERS FORWHOLE FOODS MARKET (60 HEADS) Case
Summary
Inspection
Summary
BMN2009-
00762 BMN FNL 8 NEW AWNING 11'-5" X 2'-6" WITH 5 NEW AWININGSIGNS Case
Summary
Inspection
Summary
FIR2009-
00268 FIR ISS INSTALLATION OF REFRIGERATION SYSTEM ANDUPS SYSTEM FOR WHOLE FOOD STORE Case
Summary
Inspection
Summary
028-13 FLM REC Case
Summary
CCI2013-
00408 CCI APR CODE COMPLIANCE CERTIFICATE ~ KIKKA ATWHOLE FOODS ARROYO Case
Summary
Inspection
Summary
ELE2013-
01509 ELE FNL
PARKING GARAGE LIGHTING UPGRADES FROM 78

FLOURESCENTS AND HID METALHALIDE TO LED
LIGHT FIXTURES.

Case
Summary
Inspection
Summary
ELE2014-
00149 ELE FNL INSTALLATION OF 2 ELECTRICAL VEHICALCHARGING STATIONS Case
Summary
Inspection
Summary
PLN2014-
00202 PLN APR
MINOR MODIFICATION TO CUP 4425 TO ALLOW

BEER AND WINE TASTING WITHIN EXISTNG

WHOLEFOODS SUPERMARKET ABC LICENSE
TYPE 21. ADMINISTRATIVE APPROVAL.

Case
Summary
BLD2014-
00674 BLD FNL TENANT IMPROVEMENT ON 2ND FLOOR AT 2,012SQUARE FEET Case
Summary
Plan
Review
Inspection
Summary
PLN2014-
00324 PLN APR

MODIFICATION TO CONDITIONAL USE PERMIT
#4425 TO ALLOW ONSITE BEER AND WINE FOR

NEW ANCILLARY RESTAURANT USE WITHIN

EXISTING PRIMARY FOOD SALES (WHOLE FOODS
MARKET).

Case
Summary
FIR2014-
00378 FIR ISS FIRE SPRINKLER T.I. ( 23) HEADS CaseSummary Inspection
Summary
PLM2014-
01290 PLM FNL PLUMBING FIXTURES FOR TENANTIMPROVMENTMENT AT 2,012 SQUARE FEET Case
Summary
Inspection
Summary
3/2/2019 City of Pasadena, California
https://eservices.cityofpasadena.net/iwrplandev/CaseResults.aspx?pd.parcelNo=5722-008-019&pd.searchType=parcel&pd.targetAddress=0 4/4 ELE2014-
01427

ELE FNL TEMPORARY POWER FOR TENANT

IMPROVEMENT
Case
Summary
Inspection
Summary
ELE2014-
01428 ELE FNL INSTALLATION OF FIVE (5) BRANCH CIRCUITBREAKERS FOR TENANT IMPROVEMENT Case
Summary
Inspection
Summary
PLM2017-
00227 PLM FNL INSTALL PLUMBING SERVICES FOR TENANTIMPROVEMENT Case
Summary
Inspection
Summary
CCI2017-
03506 CCI APR CODE COMPLIANCE CERTIFICATE "AMAZONRETAIL, LLC" RETAIL SALES Case
Summary
Inspection
Summary
ELE2017-
01693 ELE ISS ELECTRICAL FOR (1) FIBEROPTIC CABLE FROMMANHOLE Case
Summary
Inspection
Summary
PLN2017-
00636 PLN COM ZONING VERIFICATION LETTER REQUEST BY PZR CaseSummary PLM2010-
00797 PLM EXP ADD (2) FLOOR SINKS CaseSummary
Inspection
Summary
ELE2010-
00868 ELE FNL RELOCATE REFRIGRATED CASE ELECTRICALWIRING Case
Summary
Inspection
Summary
043-11 FLM REC Case
Summary
PLM2011-
00227 PLM FNL REPLACE GREASE INTERCEPTOR CaseSummary
Inspection
Summary
150-11 FLM REC Case
Summary
3/2/2019 City of Pasadena, California
https://eservices.cityofpasadena.net/IwrPlanDev/CaseResults.aspx?pd.parcelNo=5722-008-002&pd.searchType=parcel&pd.targetAddress=0 1/2

CASE SEARCH RESULTS
Search Again
Case
Number Type Status Description RelatedLinks
98-00822 ELE FNL ELECTRICAL INSPECTION OF SERVICE OFF

OVER ONE YEAR
Case
Summary
Inspection
Summary
98CT1637 CTP CLS OPERATING AUTO DETAILING W/OUT CUP Case Summary
Inspection
Summary
98Z0144 CCI APR OFFICE Case
Summary
Inspection
Summary
99Z-0036 PLN REC AUTO WASHING/DETAILING Case
Summary
CCI2004-
00796 CCI APR BUSINESS LICENSE INSPECTION CaseSummary
Inspection
Summary
CTP2005-
02489 CTP CLS BANNER SIGN WITHOUT PERMIT CaseSummary
Inspection
Summary
CTP2005-
02519 CTP CLS BANNER SIGN WITHOUT PERMIT CaseSummary
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FPI2007-
02432 FPI REC frank's detail center/ auto detail center CaseSummary Inspection
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FPP2010-
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00435 CTP CLS BANNER WITHOUT PERMIT CaseSummary
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01085 CTP CLS POSSIBLE WORK WITHOUT PERMITS ANDACCESSIBILITY VIOLATIONS.

Case
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Inspection
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BLD2010-
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CTP2001-
02090 CTP INV EMPTY BUILDING WHERE HOMELESS BREAK INAT NIGHTS AND BUILD FIRES.

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00338 BLD FNL
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HANDICAP ACCESSIBLE TOILETS WITHIN AN
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00397 BMN FNL
REROOF. REMOVE ALL EXISTING ROOF
COVERINGS. INSTALL NEW B.U.R. CLASS 'A' COOL
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00428 BLD FNL CONTRUCT NEW STOREFRONTS CaseSummary
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ULR2462
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Verify URM Status & if occupied of 495, 499, 501& 503 S.

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EMG Corporate Headquarters 10461 Mill Run Circle, Suite 1100, Owings Mills, MD 21117 www.EMGcorp.com p800.733.0660 f 410.785.6220 To: Records Request Date: February 28, 2019
Department: Pasadena Fire Department
Telephone: 626.744.4655 Pages: 1
Fax: 626.585.9466
Re: 112-118 East Bellevue Drive
441-577 South Arroyo Parkway
101-125 East California Boulevard
Pasadena, CA 91105
EMG Project No: 136895.19R000-001.135
EMG is an environmental consulting firm conducting an investigation on behalf of the property owner of current and historical conditions which could potentially impact the environmental condition of the above-referenced property. Through the Freedom of Information Act (FOIA), we request any available information on file which is related to potential environmental issues concerning the above-referenced property including:

How far back are records maintained by this Department? Are there any required Department environmental permits, registrations, or notifications, and if any, the compliance status and any reported violations (including violation status)?
Are there any petroleum product/hazardous material storage tanks, both aboveground and underground?
Are there any releases of petroleum products and/or hazardous materials? This completed form and any follow-up documentation may be faxed to 410.785.6220, emailed to [email protected] or mailed to:

EMG
Attn: RFIs
10461 Mill Run Circle, Suite 1100
Owings Mills, Maryland 21117
If you need additional information to complete this request, please contact me at 949.842.0528 or [email protected]. Thank you for your prompt attention to this matter.

Sincerely,
Jeanie Schulz
Project Manager
- Project Regulatory Records
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 131 www.EMGcorp.com p 800.733.0660

FIGURES
PREPARED FOR:

JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE:
1 FIGURE:

SITE LOCATION MAP SHOWING

WELLS LOCATED WITH

A ONE-MILE RADIUS

ATLANTIC RICHFIELD COMPANY
FORMER STATION NO. 0510
125 East California Boulevard
Pasadena, California
37BP.U0510.05.4L58 RLE L. Moreno G. Roberts 01/03/05
M:\ARCO\0510\CLR-SLM 0510-SLMR.DWG
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
(805) 230-1266/230-1277 (Fax)
PREPARED FOR:

JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE:
2 FIGURE:

SITE MAP

ATLANTIC RICHFIED COMPANY
FORMER STATION NO. 0510
125 East California Boulevard
Pasadena, California
37BP.U0510.05 RLE L. Moreno G. Roberts 01/03/05
M:\ARCO\QTR-GW.MAP\0510\Q4\Q4-04 0510-Q4GW04ISO.DWG
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
(805) 230-1266/230-1277 (Fax)
PREPARED FOR:

JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE:
3 FIGURE:

GROUNDWATER CONTOUR

AND HYDROCARBON

CONCENTRATION MAP

ATLANTIC RICHFIED COMPANY
FORMER STATION NO. 0510
125 East California Boulevard
Pasadena, California
37BP.U0510.05 RLE L. Moreno G. Roberts 01/03/05
M:\ARCO\QTR-GW.MAP\0510\Q4\Q4-04 0510-Q4GW04ISO.DWG
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
(805) 230-1266/230-1277 (Fax)
PREPARED FOR:

JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE:
4 FIGURE:

GRO

ISOCONCENTRATION MAP

ATLANTIC RICHFIED COMPANY
FORMER STATION NO. 0510
125 East California Boulevard
Pasadena, California
37BP.U0510.05 RLE L. Moreno G. Roberts 01/03/05
M:\ARCO\QTR-GW.MAP\0510\Q4\Q4-04 0510-Q4GW04ISO.DWG
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
(805) 230-1266/230-1277 (Fax)
PREPARED FOR:

JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE:
5 FIGURE:

BENZENE

ISOCONCENTRATION MAP

ATLANTIC RICHFIED COMPANY
FORMER STATION NO. 0510
125 East California Boulevard
Pasadena, California
37BP.U0510.05 RLE L. Moreno G. Roberts 01/03/05
M:\ARCO\QTR-GW.MAP\0510\Q4\Q4-04 0510-Q4GW04ISO.DWG
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
(805) 230-1266/230-1277 (Fax)
PREPARED FOR:

JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE:
6 FIGURE:

MTBE

ISOCONCENTRATION MAP

ATLANTIC RICHFIED COMPANY
FORMER STATION NO. 0510
125 East California Boulevard
Pasadena, California
37BP.U0510.05 RLE L. Moreno G. Roberts 01/03/05
M:\ARCO\QTR-GW.MAP\0510\Q4\Q4-04 0510-Q4GW04ISO.DWG
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
(805) 230-1266/230-1277 (Fax)
PREPARED FOR:

JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE:
7 FIGURE:

TBA

ISOCONCENTRATION MAP

ATLANTIC RICHFIED COMPANY
FORMER STATION NO. 0510
125 East California Boulevard
Pasadena, California
37BP.U0510.05 RLE L. Moreno G. Roberts 01/03/05
M:\ARCO\QTR-GW.MAP\0510\Q4\Q4-04 0510-Q4GW04ISO.DWG
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
(805) 230-1266/230-1277 (Fax)
TABLES
TABLE 1
Summary of Groundwater Analytical & Elevation Results
Former ARCO Station No. 0510
125 East California Boulevard / 577 South Arroyo Parkway, Pasadena, California Well No. Date Notes
TOC
Elevation
(ft-MSL)
Depth to
Water
(feet)
Measured
SPH
Thickness
(feet)
Calc.

GW
Elev.
(ft-MSL)
GRO
(µg/L)
B
(µg/L)
T
(µg/L)
E
(µg/L)
X
(µg/L)
MTBE
(µg/L)
TBA
(µg/L)
DIPE
(µg/L)
ETBE
(µg/L)
TAME
(µg/L)
Ethanol
(µg/L) Sample ID Comments
MW-1 10/01/03 - 154.84 0.00 - 46 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 0.84 J <5.0 <5.0 <150 MW-1 Not SurveyedMW-1 11/07/03 NS 783.03 151.33 0.00 631.70 ----------- - MW-1 11/28/03 NS 783.03 151.33 0.00 631.70 ----------- - MW-1 12/30/03 783.03 150.82 0.00 632.21 53 <2.0 <2.0 <2.0 <4.0 <5.0 <50 1.6 J <5.0 <5.0 <150 MW-1MW-1 03/23/04 783.03 149.59 0.00 633.44 24 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 1.7 J <5.0 <5.0 <150 MW-1MW-1 06/07/04 783.03 148.58 0.00 634.45 47 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 1.2 J <5.0 <5.0 <150 MW-1MW-1 09/14/04 783.03 147.77 0.00 635.26 50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 1.4 J <5.0 <5.0 <150 MW-1MW-1 12/10/04 783.03 147.28 0.00 635.75 51 <10 <10 1.1 J 2.4 J <25 <250 1.2 J <25 0.70 J <750 MW-1MW-2 10/01/03 - 154.30 0.00 - 42 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 0.98 J <5.0 <5.0 <150 MW-2 Not SurveyedMW-2 11/07/03 NS 782.65 151.00 0.00 631.65 ----------- - MW-2 11/28/03 NS 782.65 151.00 0.00 631.65 ----------- - MW-2 12/30/03 782.65 150.48 0.00 632.17 44 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 1.3 J <5.0 <5.0 <150 MW-2MW-2 03/23/04 782.65 149.20 0.00 633.45 22 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 1.4 J <5.0 <5.0 <150 MW-2MW-2 06/07/04 782.65 148.13 0.00 634.52 50 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 1.3 J <5.0 <5.0 <150 MW-2 MW-2 09/14/04 782.65 147.46 0.00 635.19 50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 1.4 J <5.0 <5.0 <150 MW-2MW-2 12/10/04 782.65 146.95 0.00 635.70 68 <10 <10 <10 <20 <25 <250 1.7 J <25 0.60 J <750 MW-2MW-3 10/01/03 - 155.80 0.00 - 24 J <2.0 <2.0 <2.0 <4.0 0.44 J <50 <5.0 <5.0 <5.0 <150 MW-3 Not SurveyedMW-3 10/01/03 DUP 782.00 - - - 36 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 0.95 J <5.0 <5.0 <150 MW-99MW-3 10/07/03 NS 782.00 150.78 0.00 631.22 ----------- - MW-3 11/28/03 NS 782.00 150.78 0.00 631.22 ----------- - MW-3 12/30/03 782.00 150.18 0.00 631.82 25 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 MW-3MW-3 12/30/03 DUP 782.00 - - - 52 <2.0 <2.0 <2.0 <4.0 <5.0 <50 1.5 J <5.0 <5.0 <150 DUP-0510-20031230 MW-3 03/23/04 782.00 148.79 0.00 633.21 23 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 MW-3MW-3 03/23/04 DUP 782.00 - - - 26 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 DUP-0510-20040323 MW-3 06/07/04 782.00 147.74 0.00 634.26 30 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 MW-3MW-3 06/07/04 DUP 782.00 - - - 25 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 DUP-0510-20040607 MW-3 09/14/04 782.00 147.10 0.00 634.90 <50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 0.26 J <5.0 <5.0 <150 MW-3MW-3 09/14/04 DUP 782.00 - - - <50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 DUP-0510-20040914 MW-3 12/10/04 782.00 146.59 0.00 635.41 27 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 0.38 J <5.0 0.15 J <150 MW-3MW-3 12/10/04 DUP 782.00 - - - 32 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 0.37 J <5.0 0.12 J <150 DUP-0510-20041210 ARCO 0510 2004 Q4 Page 1 of 2 SECOR
TABLE 1
Summary of Groundwater Analytical & Elevation Results
Former ARCO Station No. 0510
125 East California Boulevard / 577 South Arroyo Parkway, Pasadena, California Well No. Date Notes
TOC
Elevation
(ft-MSL)
Depth to
Water
(feet)
Measured
SPH
Thickness
(feet)
Calc.

GW
Elev.
(ft-MSL)
GRO
(µg/L)
B
(µg/L)
T
(µg/L)
E
(µg/L)
X
(µg/L)
MTBE
(µg/L)
TBA
(µg/L)
DIPE
(µg/L)
ETBE
(µg/L)
TAME
(µg/L)
Ethanol
(µg/L) Sample ID Comments
SE-B4-161 09/23/02 - - - - 360 3.6 45 18 100 <5.0 42 J <5.0 <5.0 <5.0 - SE-B4-161SE-B4-169 09/23/02 - - - - 210 2.1 19 7.1 47 <5.0 <50 <5.0 <5.0 <5.0 - SE-B4-169 Equip Blank 03/23/04 - - - - <50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 EB-0510-20040323Equip Blank 06/07/04 - - - - <50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 EB-0510-20040607Equip Blank 09/14/04 - - - - 38 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 EB-0510-20040914Equip Blank 12/10/04 - - - - <50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 EB-0510-20041210 Trip Blank 10/01/03 - - - - <50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 MW-100Trip Blank 12/30/03 - - - - <50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 TB-0510-20031230 Trip Blank 03/23/04 - - - - 38 J <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 TB-0510-20040323 Trip Blank 06/07/04 - - - - <50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 TB-0510-20040607 Trip Blank 09/14/04 - - - - <50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 <5.0 <150 TB-0510-20040914 Trip Blank 12/10/04 - - - - <50 <2.0 <2.0 <2.0 <4.0 <5.0 <50 <5.0 <5.0 0.13 J <150 TB-0510-20041210 Notes:

GRO = Gasoline range organics GRO analyzed by EPA Method 8015 Modified. The carbon chain range used for analysis is C4-C12.B = Benzene BTEX and oxygenates analyzed by EPA Method 8260B.T = Toluene DUP = Duplicate sampleE = Ethylbenzene NS = Well not sampledX = Total xylenesMTBE = Methyl tert-butyl etherTBA = Tert-butyl alcoholDIPE = Di-isopropyl etherETBE = Ethyl tert-butyl etherTAME = Tert-amyl methyl etherSPH = Separate phase hydrocarbonsTOC = Top of casing (surveyed)Calc. GW Elev. = Calculated groundwater elevation = TOC - Depth to Water + 0.75*(Measured SPH Thickness); assuming a specific gravity of 0.75 for SPHft-MSL = feet above mean sea levelµg/L = Micrograms per liter< = Analyte was not detected above the specified method reporting limit - = Not measured or analyzedJ = Estimated value (less than the method reporting limit and greater than or equal to the method detection limit)Refer to the reports in which data was first presented for more information on historical data.

ARCO 0510 2004 Q4 Page 2 of 2 SECOR

APPENDIX A
Laboratory Report and Chain-Of-Custody Document
17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621

LABORATORY REPORT
Prepared For: SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts Sampled:

Received:

Issued:
12/10/04
12/13/04
12/29/04 12:02
The results listed within this Laboratory Report pertain only to the samples tested in the laboratory. The analyses contained in this report were performed in accordance with the applicable certifications as noted. All soil samples are reported on a wet weight basis unless otherwise noted in the report. This Laboratory Report is confidential and is intended for the sole use of Del Mar Analytical and its client.

This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. The Chain of Custody, 1 page, is included and is an integral part of this report.

This entire report was reviewed and approved for release.

Project: ARCO 0510, Pasadena
NELAP #01108CA CA ELAP #1197 CSDLAC #10117

CASE NARRATIVE
SAMPLE RECEIPT: Samples were received intact, at 6°C, on ice and with chain of custody documentation.

HOLDING TIMES: All samples were analyzed within prescribed holding times and/or in accordance with the Del Mar Analytical Sample Acceptance Policy unless otherwise noted in the report.

PRESERVATION: Samples requiring preservation were verified prior to sample analysis.

QA/QC CRITERIA: All analyses met method criteria, except as noted in the report with data qualifiers.

COMMENTS: Results that fall between the MDL and RL are 'J' flagged.

SUBCONTRACTED: Refer to the last page for specific subcontract laboratory information included in this report.

LABORATORY ID CLIENT ID MATRIX
INL0912-01 MW-1 Water
INL0912-02 MW-2 Water
INL0912-03 MW-3 Water
INL0912-04 TB-0510-20041210 Water
INL0912-05 DUP-0510-20041210 Water
INL0912-06 EB-0510-20041210 Water
Reviewed By:

Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912 <Page 1 of 15>
17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Analyte Method
Date
Extracted
Date
Analyzed
Dilution
Factor
VOLATILE FUEL HYDROCARBONS (EPA 5030/8015M)
Data
Batch Qualifiers
Reporting
Limit
Sample
Result
MDL
Limit
Sample ID: INL0912-01 (MW-1 - Water)
Reporting Units: ug/l
GRO (C4 - C12) EPA 8015B 4L22019 22 50 51 1 12/22/04 12/22/04 PV Surrogate: 4-BFB (FID) (65-140%) 98 %
Sample ID: INL0912-02 (MW-2 - Water)
Reporting Units: ug/l
GRO (C4 - C12) EPA 8015B 4L22019 22 50 68 1 12/22/04 12/22/04 PV Surrogate: 4-BFB (FID) (65-140%) 95 %
Sample ID: INL0912-03 (MW-3 - Water)
Reporting Units: ug/l
GRO (C4 - C12) EPA 8015B 4L22019 22 50 27 1 12/22/04 12/22/04 PV, J,DX Surrogate: 4-BFB (FID) (65-140%) 98 %
Sample ID: INL0912-04 (TB-0510-20041210 - Water)
Reporting Units: ug/l
GRO (C4 - C12) EPA 8015B 4L22019 22 50 ND 1 12/22/04 12/22/04 Surrogate: 4-BFB (FID) (65-140%) 102 %
Sample ID: INL0912-05 (DUP-0510-20041210 - Water)
Reporting Units: ug/l
GRO (C4 - C12) EPA 8015B 4L22019 22 50 32 1 12/22/04 12/22/04 PV, J,DX Surrogate: 4-BFB (FID) (65-140%) 97 %
Sample ID: INL0912-06 (EB-0510-20041210 - Water)
Reporting Units: ug/l
GRO (C4 - C12) EPA 8015B 4L22019 22 50 ND 1 12/22/04 12/22/04 Surrogate: 4-BFB (FID) (65-140%) 102 %
Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 2 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Analyte Method
Date
Extracted
Date
Analyzed
Dilution
Factor
Volatile Organic Compounds by EPA Method 8260B
Data
Batch Qualifiers
Reporting
Limit
Sample
Result
MDL
Limit
Sample ID: INL0912-01 (MW-1 - Water) BH
Reporting Units: ug/l
Benzene EPA 8260B 4L22013 0.42 10 ND 5 12/22/04 12/23/04 Ethylbenzene EPA 8260B 4L22013 0.49 10 1.1 5 12/22/04 12/23/04 J,DXa Toluene EPA 8260B 4L22013 0.82 10 ND 5 12/22/04 12/23/04 o-Xylene EPA 8260B 4L22013 1.2 10 ND 5 12/22/04 12/23/04 m,p-Xylene EPA 8260B 4L22013 1.2 10 1.8 5 12/22/04 12/23/04 MB, J,DX Xylenes (total) EPA 8260B 4L22013 1.2 20 2.4 5 12/22/04 12/23/04 MB, J,DX Di-isopropyl ether EPA 8260B 4L22013 0.32 25 1.2 5 12/22/04 12/23/04 J,DXa Ethyl tert-butyl ether EPA 8260B 4L22013 0.24 25 ND 5 12/22/04 12/23/04 tert-Amyl methyl ether EPA 8260B 4L22013 0.27 25 0.70 5 12/22/04 12/23/04 MB, J,DX Methyl tert-butyl ether EPA 8260B 4L22013 0.18 25 ND 5 12/22/04 12/23/04 tert-Butyl alcohol EPA 8260B 4L22013 5.3 250 ND 5 12/22/04 12/23/04 Ethanol EPA 8260B 4L22013 500 750 ND 5 12/22/04 12/23/04 Surrogate: 1,2-Dichloroethane-d4 (78-129%) 95 %
Surrogate: Dibromofluoromethane (80-120%) 96 %
Surrogate: Toluene-d8 (80-120%) 100 %
Surrogate: 4-Bromofluorobenzene (80-120%) 90 %
Sample ID: INL0912-02 (MW-2 - Water) BH
Reporting Units: ug/l
Benzene EPA 8260B 4L22013 0.42 10 ND 5 12/22/04 12/23/04 Ethylbenzene EPA 8260B 4L22013 0.49 10 ND 5 12/22/04 12/23/04 Toluene EPA 8260B 4L22013 0.82 10 ND 5 12/22/04 12/23/04 o-Xylene EPA 8260B 4L22013 1.2 10 ND 5 12/22/04 12/23/04 m,p-Xylene EPA 8260B 4L22013 1.2 10 ND 5 12/22/04 12/23/04 Xylenes (total) EPA 8260B 4L22013 1.2 20 ND 5 12/22/04 12/23/04 Di-isopropyl ether EPA 8260B 4L22013 0.32 25 1.7 5 12/22/04 12/23/04 J,DXa Ethyl tert-butyl ether EPA 8260B 4L22013 0.24 25 ND 5 12/22/04 12/23/04 tert-Amyl methyl ether EPA 8260B 4L22013 0.27 25 0.60 5 12/22/04 12/23/04 MB, J,DX Methyl tert-butyl ether EPA 8260B 4L22013 0.18 25 ND 5 12/22/04 12/23/04 tert-Butyl alcohol EPA 8260B 4L22013 5.3 250 ND 5 12/22/04 12/23/04 Ethanol EPA 8260B 4L22013 500 750 ND 5 12/22/04 12/23/04 Surrogate: 1,2-Dichloroethane-d4 (78-129%) 99 %
Surrogate: Dibromofluoromethane (80-120%) 96 %
Surrogate: Toluene-d8 (80-120%) 99 %
Surrogate: 4-Bromofluorobenzene (80-120%) 84 %
Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 3 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Analyte Method
Date
Extracted
Date
Analyzed
Dilution
Factor
Volatile Organic Compounds by EPA Method 8260B
Data
Batch Qualifiers
Reporting
Limit
Sample
Result
MDL
Limit
Sample ID: INL0912-03 (MW-3 - Water)
Reporting Units: ug/l
Benzene EPA 8260B 4L22013 0.085 2.0 ND 1 12/22/04 12/23/04 Ethylbenzene EPA 8260B 4L22013 0.098 2.0 ND 1 12/22/04 12/23/04 Toluene EPA 8260B 4L22013 0.16 2.0 ND 1 12/22/04 12/23/04 o-Xylene EPA 8260B 4L22013 0.24 2.0 ND 1 12/22/04 12/23/04 m,p-Xylene EPA 8260B 4L22013 0.24 2.0 ND 1 12/22/04 12/23/04 Xylenes (total) EPA 8260B 4L22013 0.24 4.0 ND 1 12/22/04 12/23/04 Di-isopropyl ether EPA 8260B 4L22013 0.063 5.0 0.38 1 12/22/04 12/23/04 J,DXa Ethyl tert-butyl ether EPA 8260B 4L22013 0.049 5.0 ND 1 12/22/04 12/23/04 tert-Amyl methyl ether EPA 8260B 4L22013 0.054 5.0 0.15 1 12/22/04 12/23/04 MB, J,DX Methyl tert-butyl ether EPA 8260B 4L22013 0.036 5.0 ND 1 12/22/04 12/23/04 tert-Butyl alcohol EPA 8260B 4L22013 1.1 50 ND 1 12/22/04 12/23/04 Ethanol EPA 8260B 4L22013 100 150 ND 1 12/22/04 12/23/04 Surrogate: 1,2-Dichloroethane-d4 (78-129%) 96 %
Surrogate: Dibromofluoromethane (80-120%) 102 %
Surrogate: Toluene-d8 (80-120%) 99 %
Surrogate: 4-Bromofluorobenzene (80-120%) 88 %
Sample ID: INL0912-04 (TB-0510-20041210 - Water)
Reporting Units: ug/l
Benzene EPA 8260B 4L22013 0.085 2.0 ND 1 12/22/04 12/23/04 Ethylbenzene EPA 8260B 4L22013 0.098 2.0 ND 1 12/22/04 12/23/04 Toluene EPA 8260B 4L22013 0.16 2.0 ND 1 12/22/04 12/23/04 o-Xylene EPA 8260B 4L22013 0.24 2.0 ND 1 12/22/04 12/23/04 m,p-Xylene EPA 8260B 4L22013 0.24 2.0 ND 1 12/22/04 12/23/04 Xylenes (total) EPA 8260B 4L22013 0.24 4.0 ND 1 12/22/04 12/23/04 Di-isopropyl ether EPA 8260B 4L22013 0.063 5.0 ND 1 12/22/04 12/23/04 Ethyl tert-butyl ether EPA 8260B 4L22013 0.049 5.0 ND 1 12/22/04 12/23/04 tert-Amyl methyl ether EPA 8260B 4L22013 0.054 5.0 0.13 1 12/22/04 12/23/04 MB, J,DX Methyl tert-butyl ether EPA 8260B 4L22013 0.036 5.0 ND 1 12/22/04 12/23/04 tert-Butyl alcohol EPA 8260B 4L22013 1.1 50 ND 1 12/22/04 12/23/04 Ethanol EPA 8260B 4L22013 100 150 ND 1 12/22/04 12/23/04 Surrogate: 1,2-Dichloroethane-d4 (78-129%) 95 %
Surrogate: Dibromofluoromethane (80-120%) 100 %
Surrogate: Toluene-d8 (80-120%) 99 %
Surrogate: 4-Bromofluorobenzene (80-120%) 86 %
Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 4 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Analyte Method
Date
Extracted
Date
Analyzed
Dilution
Factor
Volatile Organic Compounds by EPA Method 8260B
Data
Batch Qualifiers
Reporting
Limit
Sample
Result
MDL
Limit
Sample ID: INL0912-05 (DUP-0510-20041210 - Water)
Reporting Units: ug/l
Benzene EPA 8260B 4L22013 0.085 2.0 ND 1 12/22/04 12/23/04 Ethylbenzene EPA 8260B 4L22013 0.098 2.0 ND 1 12/22/04 12/23/04 Toluene EPA 8260B 4L22013 0.16 2.0 ND 1 12/22/04 12/23/04 o-Xylene EPA 8260B 4L22013 0.24 2.0 ND 1 12/22/04 12/23/04 m,p-Xylene EPA 8260B 4L22013 0.24 2.0 ND 1 12/22/04 12/23/04 Xylenes (total) EPA 8260B 4L22013 0.24 4.0 ND 1 12/22/04 12/23/04 Di-isopropyl ether EPA 8260B 4L22013 0.063 5.0 0.37 1 12/22/04 12/23/04 J,DXa Ethyl tert-butyl ether EPA 8260B 4L22013 0.049 5.0 ND 1 12/22/04 12/23/04 tert-Amyl methyl ether EPA 8260B 4L22013 0.054 5.0 0.12 1 12/22/04 12/23/04 MB, J,DX Methyl tert-butyl ether EPA 8260B 4L22013 0.036 5.0 ND 1 12/22/04 12/23/04 tert-Butyl alcohol EPA 8260B 4L22013 1.1 50 ND 1 12/22/04 12/23/04 Ethanol EPA 8260B 4L22013 100 150 ND 1 12/22/04 12/23/04 Surrogate: 1,2-Dichloroethane-d4 (78-129%) 96 %
Surrogate: Dibromofluoromethane (80-120%) 94 %
Surrogate: Toluene-d8 (80-120%) 99 %
Surrogate: 4-Bromofluorobenzene (80-120%) 83 %
Sample ID: INL0912-06 (EB-0510-20041210 - Water)
Reporting Units: ug/l
Benzene EPA 8260B 4L23018 0.085 2.0 ND 1 12/23/04 12/23/04 Ethylbenzene EPA 8260B 4L23018 0.098 2.0 ND 1 12/23/04 12/23/04 Toluene EPA 8260B 4L23018 0.16 2.0 ND 1 12/23/04 12/23/04 o-Xylene EPA 8260B 4L23018 0.24 2.0 ND 1 12/23/04 12/23/04 m,p-Xylene EPA 8260B 4L23018 0.24 2.0 ND 1 12/23/04 12/23/04 Xylenes (total) EPA 8260B 4L23018 0.24 4.0 ND 1 12/23/04 12/23/04 Di-isopropyl ether EPA 8260B 4L23018 0.063 5.0 ND 1 12/23/04 12/23/04 Ethyl tert-butyl ether EPA 8260B 4L23018 0.049 5.0 ND 1 12/23/04 12/23/04 tert-Amyl methyl ether EPA 8260B 4L23018 0.054 5.0 ND 1 12/23/04 12/23/04 Methyl tert-butyl ether EPA 8260B 4L23018 0.036 5.0 ND 1 12/23/04 12/23/04 tert-Butyl alcohol EPA 8260B 4L23018 1.1 50 ND 1 12/23/04 12/23/04 Ethanol EPA 8260B 4L23018 100 150 ND 1 12/23/04 12/23/04 Surrogate: 1,2-Dichloroethane-d4 (78-129%) 104 %
Surrogate: Dibromofluoromethane (80-120%) 109 %
Surrogate: Toluene-d8 (80-120%) 86 %
Surrogate: 4-Bromofluorobenzene (80-120%) 85 %
Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 5 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte Limit
VOLATILE FUEL HYDROCARBONS (EPA 5030/8015M)

METHOD BLANK/QC DATA
Data
MDL Qualifiers
Batch: 4L22019 Extracted: 12/22/04
Blank Analyzed: 12/22/2004 (4L22019-BLK1)
GRO (C4 - C12) ND 50 22 ug/l
Surrogate: 4-BFB (FID) 9.98 ug/l 10.0 100 65-140
LCS Analyzed: 12/22/2004 (4L22019-BS1)
GRO (C4 - C12) 197 50 22 ug/l 220 90 70-140
Surrogate: 4-BFB (FID) 9.79 ug/l 10.0 98 65-140
Matrix Spike Analyzed: 12/22/2004 (4L22019-MS1) Source: INL0912-03 GRO (C4 - C12) 248 50 22 ug/l 220 27 100 60-140
Surrogate: 4-BFB (FID) 11.2 ug/l 10.0 112 65-140
Matrix Spike Dup Analyzed: 12/22/2004 (4L22019-MSD1) Source: INL0912-03 GRO (C4 - C12) 258 50 22 ug/l 220 27 105 60-140 4 20
Surrogate: 4-BFB (FID) 11.7 ug/l 10.0 117 65-140
Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 6 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte Limit
Volatile Organic Compounds by EPA Method 8260B

METHOD BLANK/QC DATA
Data
MDL Qualifiers
Batch: 4L22013 Extracted: 12/22/04
Blank Analyzed: 12/22/2004 (4L22013-BLK1)
Benzene ND 2.0 0.085 ug/l
Ethylbenzene ND 2.0 0.098 ug/l
Toluene ND 2.0 0.16 ug/l
o-Xylene ND 2.0 0.24 ug/l
m,p-Xylene 0.280 2.0 0.24 ug/l J,DXa
Xylenes (total) 0.280 4.0 0.24 ug/l J,DXa
Di-isopropyl ether ND 5.0 0.063 ug/l
Ethyl tert-butyl ether ND 5.0 0.049 ug/l
tert-Amyl methyl ether 0.140 5.0 0.054 ug/l J,DXa
Methyl tert-butyl ether ND 5.0 0.036 ug/l
tert-Butyl alcohol ND 50 1.1 ug/l
Ethanol ND 150 100 ug/l
Surrogate: 1,2-Dichloroethane-d4 2.33 ug/l 2.50 93 78-129 Surrogate: Dibromofluoromethane 2.33 ug/l 2.50 93 80-120 Surrogate: Toluene-d8 2.62 ug/l 2.50 105 80-120
Surrogate: 4-Bromofluorobenzene 2.21 ug/l 2.50 88 80-120 LCS Analyzed: 12/22/2004 (4L22013-BS1)
Benzene 11.0 2.0 0.085 ug/l 10.0 110 69-124
Ethylbenzene 8.80 2.0 0.098 ug/l 10.0 88 84-132
Toluene 11.1 2.0 0.16 ug/l 10.0 111 78-129
o-Xylene 8.95 2.0 0.24 ug/l 10.0 90 83-137
m,p-Xylene 18.1 2.0 0.24 ug/l 20.0 90 83-137
Xylenes (total) 27.0 4.0 0.24 ug/l 30.0 90 83-137
Di-isopropyl ether 11.4 5.0 0.063 ug/l 10.0 114 76-130
Ethyl tert-butyl ether 11.3 5.0 0.049 ug/l 10.0 113 81-121 tert-Amyl methyl ether 11.3 5.0 0.054 ug/l 10.0 113 82-140 Methyl tert-butyl ether 11.7 5.0 0.036 ug/l 10.0 117 63-137 tert-Butyl alcohol 52.7 50 1.1 ug/l 50.0 105 56-131
Ethanol 217 150 100 ug/l 200 108 31-143
Surrogate: 1,2-Dichloroethane-d4 2.47 ug/l 2.50 99 78-129 Surrogate: Dibromofluoromethane 2.42 ug/l 2.50 97 80-120 Surrogate: Toluene-d8 2.52 ug/l 2.50 101 80-120
Surrogate: 4-Bromofluorobenzene 2.21 ug/l 2.50 88 80-120 Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 7 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte Limit
Volatile Organic Compounds by EPA Method 8260B

METHOD BLANK/QC DATA
Data
MDL Qualifiers
Batch: 4L22013 Extracted: 12/22/04
LCS Analyzed: 12/22/2004 (4L22013-BS2)
Benzene 5.61 2.0 0.085 ug/l 6.40 88 69-124
Ethylbenzene 6.99 2.0 0.098 ug/l 7.52 93 84-132
Toluene 34.8 2.0 0.16 ug/l 31.9 109 78-129
o-Xylene 9.90 2.0 0.24 ug/l 10.4 95 83-137
m,p-Xylene 25.1 2.0 0.24 ug/l 26.2 96 83-137
Xylenes (total) 35.0 4.0 0.24 ug/l 36.6 96 83-137
Methyl tert-butyl ether 8.65 5.0 0.036 ug/l 9.92 87 63-137 Surrogate: 1,2-Dichloroethane-d4 2.35 ug/l 2.50 94 78-129 Surrogate: Dibromofluoromethane 2.38 ug/l 2.50 95 80-120 Surrogate: Toluene-d8 2.46 ug/l 2.50 98 80-120
Surrogate: 4-Bromofluorobenzene 2.39 ug/l 2.50 96 80-120 LCS Dup Analyzed: 12/23/2004 (4L22013-BSD2)
Benzene 5.48 2.0 0.085 ug/l 6.40 86 69-124 2 20
Ethylbenzene 7.06 2.0 0.098 ug/l 7.52 94 84-132 1 20
Toluene 33.6 2.0 0.16 ug/l 31.9 105 78-129 4 20
o-Xylene 10.2 2.0 0.24 ug/l 10.4 98 83-137 3 20
m,p-Xylene 26.1 2.0 0.24 ug/l 26.2 100 83-137 4 20
Xylenes (total) 36.4 4.0 0.24 ug/l 36.6 99 83-137 4 20
Methyl tert-butyl ether 7.82 5.0 0.036 ug/l 9.92 79 63-137 10 20 Surrogate: 1,2-Dichloroethane-d4 2.29 ug/l 2.50 92 78-129 Surrogate: Dibromofluoromethane 2.33 ug/l 2.50 93 80-120 Surrogate: Toluene-d8 2.45 ug/l 2.50 98 80-120
Surrogate: 4-Bromofluorobenzene 2.47 ug/l 2.50 99 80-120 Matrix Spike Analyzed: 12/22/2004 (4L22013-MS1) Source: MNL0311-01 Benzene 57.2 10 0.42 ug/l 50.0 0.65 113 69-124
Ethylbenzene 47.2 10 0.49 ug/l 50.0 3.4 88 84-132
Toluene 59.1 10 0.82 ug/l 50.0 4.2 110 78-129
o-Xylene 60.4 10 1.2 ug/l 50.0 16 89 83-137
m,p-Xylene 138 10 1.2 ug/l 100 50 88 83-137
Xylenes (total) 198 20 1.2 ug/l 150 65 89 83-137
Di-isopropyl ether 59.0 25 0.32 ug/l 50.0 ND 118 76-130 Ethyl tert-butyl ether 55.0 25 0.24 ug/l 50.0 ND 110 81-121 tert-Amyl methyl ether 54.3 25 0.27 ug/l 50.0 2.0 105 82-140 Methyl tert-butyl ether 207 25 0.18 ug/l 50.0 150 114 63-137 Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 8 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte Limit
Volatile Organic Compounds by EPA Method 8260B

METHOD BLANK/QC DATA
Data
MDL Qualifiers
Batch: 4L22013 Extracted: 12/22/04
Matrix Spike Analyzed: 12/22/2004 (4L22013-MS1) Source: MNL0311-01 tert-Butyl alcohol 499 250 5.3 ug/l 250 230 108 56-131
Ethanol 1380 750 500 ug/l 1000 ND 138 31-143
Surrogate: 1,2-Dichloroethane-d4 2.43 ug/l 2.50 97 78-129 Surrogate: Dibromofluoromethane 2.44 ug/l 2.50 98 80-120 Surrogate: Toluene-d8 2.55 ug/l 2.50 102 80-120
Surrogate: 4-Bromofluorobenzene 2.26 ug/l 2.50 90 80-120 Matrix Spike Dup Analyzed: 12/23/2004 (4L22013-MSD1) Source: MNL0311-01 Benzene 55.0 10 0.42 ug/l 50.0 0.65 109 69-124 4 20
Ethylbenzene 45.2 10 0.49 ug/l 50.0 3.4 84 84-132 4 20
Toluene 56.1 10 0.82 ug/l 50.0 4.2 104 78-129 5 20
o-Xylene 57.8 10 1.2 ug/l 50.0 16 84 83-137 4 20
m,p-Xylene 133 10 1.2 ug/l 100 50 83 83-137 4 20
Xylenes (total) 191 20 1.2 ug/l 150 65 84 83-137 4 20
Di-isopropyl ether 56.6 25 0.32 ug/l 50.0 ND 113 76-130 4 20 Ethyl tert-butyl ether 53.8 25 0.24 ug/l 50.0 ND 108 81-121 2 20 tert-Amyl methyl ether 52.8 25 0.27 ug/l 50.0 2.0 102 82-140 3 20 Methyl tert-butyl ether 205 25 0.18 ug/l 50.0 150 110 63-137 1 20 tert-Butyl alcohol 490 250 5.3 ug/l 250 230 104 56-131 2 20 Ethanol 1320 750 500 ug/l 1000 ND 132 31-143 4 20
Surrogate: 1,2-Dichloroethane-d4 2.39 ug/l 2.50 96 78-129 Surrogate: Dibromofluoromethane 2.38 ug/l 2.50 95 80-120 Surrogate: Toluene-d8 2.52 ug/l 2.50 101 80-120
Surrogate: 4-Bromofluorobenzene 2.16 ug/l 2.50 86 80-120 Batch: 4L23018 Extracted: 12/23/04
Blank Analyzed: 12/23/2004 (4L23018-BLK1)
Benzene ND 2.0 0.085 ug/l
Ethylbenzene ND 2.0 0.098 ug/l
Toluene ND 2.0 0.16 ug/l
o-Xylene ND 2.0 0.24 ug/l
m,p-Xylene ND 2.0 0.24 ug/l
Xylenes (total) ND 4.0 0.24 ug/l
Di-isopropyl ether ND 5.0 0.063 ug/l
Ethyl tert-butyl ether ND 5.0 0.049 ug/l
Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 9 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte Limit
Volatile Organic Compounds by EPA Method 8260B

METHOD BLANK/QC DATA
Data
MDL Qualifiers
Batch: 4L23018 Extracted: 12/23/04
Blank Analyzed: 12/23/2004 (4L23018-BLK1)
tert-Amyl methyl ether ND 5.0 0.054 ug/l
Methyl tert-butyl ether ND 5.0 0.036 ug/l
tert-Butyl alcohol ND 50 1.1 ug/l
Ethanol ND 150 100 ug/l
Surrogate: 1,2-Dichloroethane-d4 5.27 ug/l 5.00 105 78-129 Surrogate: Dibromofluoromethane 5.48 ug/l 5.00 110 80-120 Surrogate: Toluene-d8 4.79 ug/l 5.00 96 80-120
Surrogate: 4-Bromofluorobenzene 4.40 ug/l 5.00 88 80-120 LCS Analyzed: 12/23/2004 (4L23018-BS1)
Benzene 10.2 2.0 0.085 ug/l 10.0 102 69-124
Ethylbenzene 10.7 2.0 0.098 ug/l 10.0 107 84-132
Toluene 10.2 2.0 0.16 ug/l 10.0 102 78-129
o-Xylene 10.8 2.0 0.24 ug/l 10.0 108 83-137
m,p-Xylene 21.0 2.0 0.24 ug/l 20.0 105 83-137
Xylenes (total) 31.8 4.0 0.24 ug/l 30.0 106 83-137
Di-isopropyl ether 10.6 5.0 0.063 ug/l 10.0 106 76-130
Ethyl tert-butyl ether 10.1 5.0 0.049 ug/l 10.0 101 81-121 tert-Amyl methyl ether 10.5 5.0 0.054 ug/l 10.0 105 82-140 Methyl tert-butyl ether 10.6 5.0 0.036 ug/l 10.0 106 63-137 tert-Butyl alcohol 50.9 50 1.1 ug/l 50.0 102 56-131
Ethanol 184 150 100 ug/l 200 92 31-143
Surrogate: 1,2-Dichloroethane-d4 4.64 ug/l 5.00 93 78-129 Surrogate: Dibromofluoromethane 5.01 ug/l 5.00 100 80-120 Surrogate: Toluene-d8 4.57 ug/l 5.00 91 80-120
Surrogate: 4-Bromofluorobenzene 4.53 ug/l 5.00 91 80-120 LCS Analyzed: 12/23/2004 (4L23018-BS2)
Benzene 5.67 2.0 0.085 ug/l 6.40 89 69-124
Ethylbenzene 8.45 2.0 0.098 ug/l 7.52 112 84-132
Toluene 33.4 2.0 0.16 ug/l 31.9 105 78-129
o-Xylene 11.8 2.0 0.24 ug/l 10.4 113 83-137
m,p-Xylene 28.7 2.0 0.24 ug/l 26.2 110 83-137
Xylenes (total) 40.5 4.0 0.24 ug/l 36.6 111 83-137
Methyl tert-butyl ether 10.3 5.0 0.036 ug/l 9.92 104 63-137 Surrogate: 1,2-Dichloroethane-d4 5.16 ug/l 5.00 103 78-129 Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 10 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte Limit
Volatile Organic Compounds by EPA Method 8260B

METHOD BLANK/QC DATA
Data
MDL Qualifiers
Batch: 4L23018 Extracted: 12/23/04
LCS Analyzed: 12/23/2004 (4L23018-BS2)
Surrogate: Dibromofluoromethane 5.43 ug/l 5.00 109 80-120 Surrogate: Toluene-d8 4.48 ug/l 5.00 90 80-120
Surrogate: 4-Bromofluorobenzene 4.64 ug/l 5.00 93 80-120 LCS Dup Analyzed: 12/24/2004 (4L23018-BSD1)
Benzene 10.0 2.0 0.085 ug/l 10.0 100 69-124 2 20
Ethylbenzene 10.4 2.0 0.098 ug/l 10.0 104 84-132 3 20
Toluene 9.95 2.0 0.16 ug/l 10.0 100 78-129 2 20
o-Xylene 10.0 2.0 0.24 ug/l 10.0 100 83-137 8 20
m,p-Xylene 20.0 2.0 0.24 ug/l 20.0 100 83-137 5 20
Xylenes (total) 30.0 4.0 0.24 ug/l 30.0 100 83-137 6 20 Di-isopropyl ether 10.6 5.0 0.063 ug/l 10.0 106 76-130 0 20 Ethyl tert-butyl ether 10.0 5.0 0.049 ug/l 10.0 100 81-121 1 20 tert-Amyl methyl ether 10.5 5.0 0.054 ug/l 10.0 105 82-140 0 20 Methyl tert-butyl ether 10.8 5.0 0.036 ug/l 10.0 108 63-137 2 20 tert-Butyl alcohol 52.4 50 1.1 ug/l 50.0 105 56-131 3 20 Ethanol 162 150 100 ug/l 200 81 31-143 13 20
Surrogate: 1,2-Dichloroethane-d4 4.80 ug/l 5.00 96 78-129 Surrogate: Dibromofluoromethane 5.32 ug/l 5.00 106 80-120 Surrogate: Toluene-d8 4.30 ug/l 5.00 86 80-120
Surrogate: 4-Bromofluorobenzene 4.47 ug/l 5.00 89 80-120 LCS Dup Analyzed: 12/24/2004 (4L23018-BSD2)
Benzene 5.57 2.0 0.085 ug/l 6.40 87 69-124 2 20
Ethylbenzene 8.36 2.0 0.098 ug/l 7.52 111 84-132 1 20
Toluene 36.6 2.0 0.16 ug/l 31.9 115 78-129 9 20
o-Xylene 12.2 2.0 0.24 ug/l 10.4 117 83-137 3 20
m,p-Xylene 30.0 2.0 0.24 ug/l 26.2 115 83-137 4 20
Xylenes (total) 42.2 4.0 0.24 ug/l 36.6 115 83-137 4 20 Methyl tert-butyl ether 9.01 5.0 0.036 ug/l 9.92 91 63-137 13 20 Surrogate: 1,2-Dichloroethane-d4 4.34 ug/l 5.00 87 78-129 Surrogate: Dibromofluoromethane 4.63 ug/l 5.00 93 80-120 Surrogate: Toluene-d8 4.90 ug/l 5.00 98 80-120
Surrogate: 4-Bromofluorobenzene 4.75 ug/l 5.00 95 80-120 Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 11 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte Limit
Volatile Organic Compounds by EPA Method 8260B

METHOD BLANK/QC DATA
Data
MDL Qualifiers
Batch: 4L23018 Extracted: 12/23/04
Matrix Spike Analyzed: 12/24/2004 (4L23018-MS1) Source: MNL0349-01 Benzene 306 40 1.7 ug/l 200 140 83 69-124
Ethylbenzene 215 40 2.0 ug/l 200 ND 108 84-132
Toluene 213 40 3.3 ug/l 200 ND 106 78-129
o-Xylene 221 40 4.7 ug/l 200 ND 110 83-137
m,p-Xylene 422 40 4.7 ug/l 400 ND 106 83-137
Xylenes (total) 642 80 4.7 ug/l 600 ND 107 83-137
Di-isopropyl ether 211 100 1.3 ug/l 200 ND 106 76-130
Ethyl tert-butyl ether 199 100 0.98 ug/l 200 1.6 99 81-121 tert-Amyl methyl ether 206 100 1.1 ug/l 200 1.8 102 82-140 Methyl tert-butyl ether 1440 100 0.72 ug/l 200 1500 -30 63-137 BB,LN tert-Butyl alcohol 1680 1000 21 ug/l 1000 840 84 56-131 Ethanol 3580 3000 2000 ug/l 4000 ND 90 31-143
Surrogate: 1,2-Dichloroethane-d4 4.44 ug/l 5.00 89 78-129 Surrogate: Dibromofluoromethane 4.89 ug/l 5.00 98 80-120 Surrogate: Toluene-d8 4.53 ug/l 5.00 91 80-120
Surrogate: 4-Bromofluorobenzene 4.57 ug/l 5.00 91 80-120 Matrix Spike Analyzed: 12/24/2004 (4L23018-MS2) Source: MNL0427-23 Benzene 588 20 0.85 ug/l 100 410 178 69-124 BB,LM
Ethylbenzene 117 20 0.98 ug/l 100 6.8 110 84-132
Toluene 102 20 1.6 ug/l 100 2.7 99 78-129
o-Xylene 109 20 2.4 ug/l 100 ND 109 83-137
m,p-Xylene 214 20 2.4 ug/l 200 4.0 105 83-137
Xylenes (total) 323 40 2.4 ug/l 300 5.0 106 83-137
Di-isopropyl ether 112 50 0.63 ug/l 100 0.80 111 76-130 Ethyl tert-butyl ether 106 50 0.49 ug/l 100 ND 106 81-121 tert-Amyl methyl ether 109 50 0.54 ug/l 100 ND 109 82-140 Methyl tert-butyl ether 115 50 0.36 ug/l 100 ND 115 63-137 tert-Butyl alcohol 525 500 11 ug/l 500 31 99 56-131
Ethanol 1490 1500 1000 ug/l 2000 ND 74 31-143 J,DXa
Surrogate: 1,2-Dichloroethane-d4 4.86 ug/l 5.00 97 78-129 Surrogate: Dibromofluoromethane 5.21 ug/l 5.00 104 80-120 Surrogate: Toluene-d8 4.35 ug/l 5.00 87 80-120
Surrogate: 4-Bromofluorobenzene 4.87 ug/l 5.00 97 80-120 Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 12 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte Limit
Volatile Organic Compounds by EPA Method 8260B

METHOD BLANK/QC DATA
Data
MDL Qualifiers
Batch: 4L23018 Extracted: 12/23/04
Matrix Spike Dup Analyzed: 12/24/2004 (4L23018-MSD1) Source: MNL0349-01 Benzene 307 40 1.7 ug/l 200 140 84 69-124 0 20
Ethylbenzene 212 40 2.0 ug/l 200 ND 106 84-132 1 20
Toluene 201 40 3.3 ug/l 200 ND 100 78-129 6 20
o-Xylene 214 40 4.7 ug/l 200 ND 107 83-137 3 20
m,p-Xylene 417 40 4.7 ug/l 400 ND 104 83-137 1 20
Xylenes (total) 631 80 4.7 ug/l 600 ND 105 83-137 2 20
Di-isopropyl ether 214 100 1.3 ug/l 200 ND 107 76-130 1 20 Ethyl tert-butyl ether 204 100 0.98 ug/l 200 1.6 101 81-121 2 20 tert-Amyl methyl ether 215 100 1.1 ug/l 200 1.8 107 82-140 4 20 Methyl tert-butyl ether 1500 100 0.72 ug/l 200 1500 0 63-137 4 20 BB,LN tert-Butyl alcohol 1710 1000 21 ug/l 1000 840 87 56-131 2 20 Ethanol 3320 3000 2000 ug/l 4000 ND 83 31-143 8 20
Surrogate: 1,2-Dichloroethane-d4 4.93 ug/l 5.00 99 78-129 Surrogate: Dibromofluoromethane 5.40 ug/l 5.00 108 80-120 Surrogate: Toluene-d8 4.38 ug/l 5.00 88 80-120
Surrogate: 4-Bromofluorobenzene 4.59 ug/l 5.00 92 80-120 Matrix Spike Dup Analyzed: 12/24/2004 (4L23018-MSD2) Source: MNL0427-23 Benzene 581 20 0.85 ug/l 100 410 171 69-124 1 20 BB,LM
Ethylbenzene 115 20 0.98 ug/l 100 6.8 108 84-132 2 20
Toluene 104 20 1.6 ug/l 100 2.7 101 78-129 2 20
o-Xylene 108 20 2.4 ug/l 100 ND 108 83-137 1 20
m,p-Xylene 211 20 2.4 ug/l 200 4.0 104 83-137 1 20
Xylenes (total) 319 40 2.4 ug/l 300 5.0 105 83-137 1 20 Di-isopropyl ether 107 50 0.63 ug/l 100 0.80 106 76-130 5 20 Ethyl tert-butyl ether 99.3 50 0.49 ug/l 100 ND 99 81-121 7 20 tert-Amyl methyl ether 104 50 0.54 ug/l 100 ND 104 82-140 5 20 Methyl tert-butyl ether 110 50 0.36 ug/l 100 ND 110 63-137 4 20 tert-Butyl alcohol 550 500 11 ug/l 500 31 104 56-131 5 20 Ethanol 2060 1500 1000 ug/l 2000 ND 103 31-143 32 20 RB Surrogate: 1,2-Dichloroethane-d4 4.51 ug/l 5.00 90 78-129 Surrogate: Dibromofluoromethane 4.82 ug/l 5.00 96 80-120 Surrogate: Toluene-d8 4.47 ug/l 5.00 89 80-120
Surrogate: 4-Bromofluorobenzene 4.84 ug/l 5.00 97 80-120 Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 13 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena

DATA QUALIFIERS AND DEFINITIONS
BB,LM Sample > 4x spike concentration,The MS and/or MSD were above the acceptance limits. See Blank Spike (LCS).

BB,LN Sample > 4x spike concentration,The MS and/or MSD were below the acceptance limits. See Blank Spike (LCS).

BH Reporting limits raised due to high level of non-target analytes J,DX EPA Flag - Estimated value,Value < lowest standard (MQL), but > than MDL MB Analyte present in the method blank
PV Hydrocarbon result partly due to individ. peak(s) in quant. range RB RPD exceeded method control limit; % recoveries within limits.

RPD Relative Percent Difference
ND Analyte NOT DETECTED at or above the reporting limit or MDL, if MDL is specified.

ADDITIONAL COMMENTS
For GRO (C4-C12):

GRO (C4-C12) is quantitated against a gasoline standard. Quantitation begins immediately following the methanol peak. 8015 Analysis EDF Parlabel Cross Reference
EDF
Analyte Parlabel
GRO (C4 - C12) GROC4C12
Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 14 of 15> 17461Derian Ave., Suite 100, Irvine, CA 92614 (949) 261-1022 FAX (949) 260-3297 1014 E. Cooley Dr., Suite A, Colton, CA 92324 (909) 370-4667 FAX (949) 370-1046 9484 Chesapeake Dr., Suite 805, San Diego, CA 92123 (858) 505-8596 FAX (858) 505-9689 9830 South 51st St., Suite B-120, Phoenix, AZ 85044 (480) 785-0043 FAX (480) 785-0851 Del Mar Analytical 2520 E. Sunset Rd. #3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621 SECOR International, Inc.-Thousand Oaks
290 Conejo Ridge Avenue, Suite 200
Thousand Oaks, CA 91361
Attention: Gareth Roberts
Sampled:

Received:
12/10/04
Report Number: 12/13/04
Project ID:

INL0912
ARCO 0510, Pasadena
Certification Summary
Method Matrix NELAP CA
Del Mar Analytical, Irvine
EPA 8015B Water X X
NV and NELAP provide analyte specific accreditations. Analyte specific information for Del Mar Analytical may be obtained by contacting the laboratory or visiting our website at www.dmalabs.com.

Subcontracted Laboratories
Sequoia Analytical, Morgan Hill CA ELAP Cert #1210 and AZ DHS Licence #01117CA 885 Jarvis Drive - Morgan Hill, CA 95037
Method Performed: EPA 8260B
Samples: INL0912-01, INL0912-02, INL0912-03, INL0912-04, INL0912-05, INL0912-06 Wendy Kirkeeng
Project Manager
Del Mar Analytical, Irvine
INL0912
The results pertain only to the samples tested in the laboratory. This report shall not be reproduced, except in full, without written permission from Del Mar Analytical. <Page 15 of 15>

APPENDIX B
Groundwater Sampling Data Sheets

APPENDIX C
Waste Disposal Documents

CL-B-5
CL-A-5
PL-1-4
D-2-2D-1-2D-3-2D-4-2
PL-2-4
PL-3-4
PL-4-4
PL-6-4 PL-5-4
D-8-2 D-5-2
D-7-2 D-6-2
T1-B-17
T2-B-17
T3-B-17
T1-A-17
T3-A-17
T2-A-17
H-1-10

Declaration of Environmental Restriction and other Environmental Covenants and Conditions recorded August 21, 2002.

A declaration entered into by 125 ECP, LLC (“Owner”) and BP West Coast Products, LLC (“West Coast,” former owner of the property).
(1) Grant to West Coast unrestricted access rights to assess, monitor, and perform corrective actions on contamination released during the operation of a gas station.

Oral or written notice must be provided before exercise their access right.

Access rights terminate 90 days after West Coast receives a letter by environmental regulatory agency that no further action with respect to the real estate is required. (2) Construction Restriction
Requires Owner to obtain, during the access period, West Coast’s written approval before constructing any improvements or installing any equipment that would be likely to materially adversely interfere with access rights or affect corrective action.

Restricts Owner from constructing or installing any improvement on or under any Restricted Area, except for asphalt surfacing or landscaping, until 90 days after West Coast receives the no further action letter. Thereafter, until 25 years after the recordation of the instrument, Owner may construct or install improvements on or under any Restricted Area, but only if the construction or installation does not involve excavation at a depth greater than 4 feet below the grade of the Restricted Area.

Restricted Area Depicted below.

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CASE SUMMARY

REPORT DATE
10/12/1988
HAZARDOUS MATERIAL INCIDENT REPORT FILED WITH OES?
I. REPORTED BY -

UNKNOWN

CREATED BY

UNKNOWN
III. SITE LOCATION

FACILITY NAME
ARCO #0510

FACILITY ID

FACILITY ADDRESS
125 CALIFORNIA BLVD E
PASADENA, CA 91105

LOS ANGELES COUNTY

ORIENTATION OF SITE TO STREET

CROSS STREET

ARROYO PARKWAY
V. SUBSTANCES RELEASED / CONTAMINANT(S) OF CONCERN

GASOLINE
VI. DISCOVERY/ABATEMENT

DATE DISCHARGE BEGAN

DATE DISCOVERED
10/10/1988

HOW DISCOVERED
Other Means

DESCRIPTION

DATE STOPPED STOP METHOD DESCRIPTION
VII. SOURCE/CAUSE

SOURCE OF DISCHARGE
Other

CAUSE OF DISCHARGE
Unknown

DISCHARGE DESCRIPTION
VIII. CASE TYPE

CASE TYPE
Aquifer used for drinking water supply

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IX. REMEDIAL ACTION

REMEDIAL ACTION BEGIN DATE END DATE DESCRIPTION
Soil Vapor Extraction (SVE) 11/1/1988 11/1/1988
X. GENERAL COMMENTS
XI. CERTIFICATION

I HEREBY CERTIFY THAT THE INFORMATION REPORTED HEREIN
IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE.

XII. REGULATORY USE ONLY

LOCAL AGENCY CASE NUMBER REGIONAL BOARD CASE NUMBER
911050025

LOCAL AGENCY

CONTACT NAME

JAMES WECKERLE

INITIALS
JW
ORGANIZATION_NAME

PASADENA, CITY OF

EMAIL ADDRESS
[email protected]

ADDRESS
199 S Los Robles Ave
Pasadena, CA 91101

CONTACT DESCRIPTION
Hazardous Materials Specialist

PHONE TYPE PHONE NUMBER EXTENSION
Phone (626)-744-4115
fax (626)-585-9164

REGIONAL BOARD

CONTACT NAME

CHANDRA TYLER

INITIALS
CET
ORGANIZATION_NAME
LOS ANGELES RWQCB (REGION 4)

EMAIL ADDRESS
[email protected]

ADDRESS
R4 UNKNOWN, CA

CONTACT DESCRIPTION

PHONE TYPE PHONE NUMBER EXTENSION
Office (213)-576-6782
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Contact Us
Copyright © 2015 State of California
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CSM REPORT FOR PUBLIC NOTICING

PROJECT INFORMATION (DATA PULLED FROM GEOTRACKER) - MAP THIS SITE

SITE NAME / ADDRESS STATUS STATUS
DATE

RELEASE REPORT
DATE
AGE OF

CASE CLEANUP OVERSIGHT AGENCIES
ARCO #0510 (Global ID:

T0603702026)
125 CALIFORNIA BLVD E
PASADENA, CA 91105
Completed - Case
Closed
12/3/2004 10/12/1988 30 LOS ANGELES RWQCB (REGION 4) (LEAD) - CASE #: 911050025 CASEWORKER: CHANDRA TYLER - SUPERVISOR: WEIXING
TONG

PASADENA, CITY OF
CASEWORKER: JAMES WECKERLE - SUPERVISOR: NONE

SPECIFIED

SITE HISTORY
<NO SITE HISTORY ENTERED>

CLEANUP ACTION INFO

ACTION TYPE BEGIN DATE END DATE PHASE CONTAMINANT MASS REMOVED DESCRIPTION SOIL VAPOR EXTRACTION (SVE) 11/1/1988 11/1/1988 Soil

RISK INFORMATION VIEW CASE REVIEWS

CONTAMINANTS OF CONCERN CURRENT LAND USE BENEFICIAL USE DISCHARGE SOURCE DATE REPORTED STOP METHOD NEARBY / IMPACTED WELLS Gasoline Other 10/12/1988 0
FREE

PRODUCT
OTHER

CONSTITUENTS

NAME OF WATER
SYSTEM

LAST REGULATORY

ACTIVITY

LAST ESI
UPLOAD

LAST EDF
UPLOAD

EXPECTED CLOSURE
DATE

MOST RECENT CLOSURE

REQUEST
7/19/2005 1/14/2005 1/13/2005
CDPH WELLS WITHIN 1500 FEET OF THIS SITE
NONE

CALCULATED FIELDS (BASED ON LATITUDE / LONGITUDE)
APN
No APN Found

GW BASIN NAME
Raymond (4-023)

WATERSHED NAME
Los Angeles River - Raymond - Pasadena (412.31)
COUNTY
Los Angeles

PUBLIC WATER SYSTEM(S)
METROPOLITAN WATER DIST. OF SO. CAL. - P.O. BOX 54153, LOS ANGELES, CA 90054 PASADENA-CITY, WATER DEPT. - 150 S. LOS ROBLES AVENUE, SUITE 200, PASADENA, CA 91101

MOST RECENT CONCENTRATIONS OF PETROLEUM CONSTITUENTS IN GROUNDWATER VIEW ESI SUBMITTALS FIELD PT NAME DATE TPHg BENZENE TOLUENE ETHYL-BENZENE XYLENES MTBE TBA MW-1 12/10/2004 OTHER ND ND ND ND ND ND
MW-2 12/10/2004 OTHER ND ND ND ND ND ND
MW-3 12/10/2004 OTHER ND ND ND ND ND ND
QCEB 12/10/2004 OTHER ND ND ND ND ND ND
QCTB 12/10/2004 OTHER ND ND ND ND ND ND
SE-B4-DD 9/23/2002 OTHER 2.1 UG/L 19 UG/L 7.1 UG/L 47 UG/L ND ND

MOST RECENT CONCENTRATIONS OF PETROLEUM CONSTITUENTS IN SOIL VIEW ESI SUBMITTALS FIELD PT NAME DATE TPHg BENZENE TOLUENE ETHYL-BENZENE XYLENES MTBE TBA B-1 5/7/2002 0.14 MG/KG 0.17 MG/KG 0.29 MG/KG 0.38 MG/KG 0.022 MG/KG B-2 5/7/2002 ND ND 0.018 MG/KG 0.18 MG/KG ND
B-3 5/7/2002 ND ND ND ND ND
B-4 5/8/2002 ND ND ND ND 0.037 MG/KG
CL-A-5 6/18/2002 ND ND ND ND ND ND
CL-B-5 6/18/2002 ND ND ND ND ND ND
D-1-2 6/18/2002 ND ND ND ND ND ND
D-2-2 6/18/2002 ND ND ND ND ND ND
D-3-2 6/18/2002 ND ND ND ND ND ND
D-4-2 6/18/2002 ND ND ND ND ND ND
D-5-2 6/18/2002 ND ND ND ND ND ND
D-6-2 6/18/2002 ND ND ND ND ND ND
D-7-2 6/18/2002 ND ND ND ND ND 0.91 MG/KG
D-8-2 6/18/2002 ND ND ND 0.0056 MG/KG ND 0.083 MG/KG
H-1-10 6/20/2002 ND ND ND
MW-1 9/15/2003 0.0021 MG/KG 0.0034 MG/KG ND 0.011 MG/KG 0.023 MG/KG 0.33 MG/KG MW-2 9/11/2003 ND ND ND ND 0.0069 MG/KG ND
MW-3 9/9/2003 1.4 MG/KG 67 MG/KG 53 MG/KG 280 MG/KG 0.012 MG/KG 0.34 MG/KG PL-1-4 6/18/2002 ND ND ND ND ND ND
PL-2-4 6/18/2002 ND ND ND ND ND ND
PL-3-4 6/18/2002 ND ND ND ND ND ND
PL-4-4 6/18/2002 ND ND ND ND ND ND
PL-5-4 6/18/2002 ND ND ND ND ND ND
PL-6-4 6/18/2002 ND ND ND ND ND ND
SE-B1 8/12/2002 9.8 MG/KG 200 MG/KG 89 MG/KG 540 MG/KG 0.14 MG/KG 0.21 MG/KG SE-B2 8/12/2002 1.7 MG/KG 22 MG/KG 82 MG/KG 340 MG/KG 2.8 MG/KG 0.18 MG/KG SE-B3 8/14/2002 ND ND ND ND ND ND
SE-B4 9/23/2002 ND ND ND 0.0047 MG/KG ND ND
SE-B5 8/14/2002 ND ND ND ND 0.0062 MG/KG 0.061 MG/KG
T1-A-17 6/20/2002 ND ND ND 0.024 MG/KG ND ND
T1-B-17 6/20/2002 1.3 MG/KG 13 MG/KG 8.8 MG/KG 64 MG/KG ND ND T2-A-17 6/20/2002 0.058 MG/KG 0.041 MG/KG 0.24 MG/KG 1.1 MG/KG ND ND T2-B-17 6/20/2002 0.0097 MG/KG ND 0.29 MG/KG 17 MG/KG ND ND T3-A-17 6/20/2002 ND ND 0.0063 MG/KG 0.043 MG/KG ND ND
T3-B-17 6/20/2002 ND 0.6 MG/KG 17 MG/KG 160 MG/KG ND ND MOST RECENT GEO_WELL DATA VIEW ESI SUBMITTALS
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FIELD PT NAME DATE DEPTH TO WATER (FT) SHEEN DEPTH TO FREE PRODUCT (FT) MW-1 12/10/2004 147.28
MW-2 12/10/2004 146.95
MW-3 12/10/2004 146.59
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PASADENA, CA 91105

LOS ANGELES COUNTY

LUST CLEANUP SITE (INFO)

PRINTABLE CASE SUMMARY / CSM REPORT

EDF DATA REPORT - BACK TO REPORT
Confirmation Number: 6450856506
Report Title: "Untitled"
Analysis performed by Del Mar Analytical, Irvine, CA
EDF Submitted: 11/1/2002 10:26:04 AM
# of Field Points Sampled: 24
(QC Data | Client Data | Detections)
Samp
Date
Samp
Time
Analysis
Date
Matrix
Field Pt.

Name
Samp
ID
Method Parameter Qualifier
6/18/2002 1220 6/19/2002 SO CL-B-5 CL-B-5 E418.1 Petroleum Hydrocarbons, Total Recoverable = 6/18/2002 1210 6/19/2002 SO CL-A-5 CL-A-5 E418.1 Petroleum Hydrocarbons, Total Recoverable = 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Bromodichloromethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Bromodichloromethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Bromobenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Bromobenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Bromochloromethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Bromochloromethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Bromomethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Bromomethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B n-Butylbenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B n-Butylbenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B sec-Butylbenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B sec-Butylbenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B tert-Butylbenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B tert-Butylbenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 8260+OX Benzene ND 6/18/2002 1050 6/20/2002 SO D-2-2 D-2-2 8260+OX Benzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 8260+OX Benzene ND 6/18/2002 1200 6/20/2002 SO PL-6-4 PL-6-4 8260+OX Benzene ND 6/18/2002 0950 6/20/2002 SO D-8-2 D-8-2 8260+OX Benzene ND 6/18/2002 1140 6/20/2002 SO PL-4-4 PL-4-4 8260+OX Benzene ND 6/18/2002 1120 6/20/2002 SO PL-2-4 PL-2-4 8260+OX Benzene ND 6/18/2002 1110 6/20/2002 SO PL-1-4 PL-1-4 8260+OX Benzene ND 6/18/2002 1150 6/20/2002 SO PL-5-4 PL-5-4 8260+OX Benzene ND 6/18/2002 1110 6/20/2002 SO PL-1-4 PL-1-4 8260+OX Toluene ND 6/18/2002 1150 6/20/2002 SO PL-5-4 PL-5-4 8260+OX Toluene ND 6/18/2002 1200 6/20/2002 SO PL-6-4 PL-6-4 8260+OX Toluene ND 6/18/2002 0950 6/20/2002 SO D-8-2 D-8-2 8260+OX Toluene ND 6/18/2002 1050 6/20/2002 SO D-2-2 D-2-2 8260+OX Toluene ND 6/18/2002 1120 6/20/2002 SO PL-2-4 PL-2-4 8260+OX Toluene ND 6/18/2002 1140 6/20/2002 SO PL-4-4 PL-4-4 8260+OX Toluene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 8260+OX Toluene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 8260+OX Toluene ND 
3/6/2019 GeoTracker
https://geotracker.waterboards.ca.gov/profile_report?cmd=mwreport&global_id=T0603702026&con_num=6450856506 2/10 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Chlorobenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Chlorobenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 2-Chlorotoluene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 2-Chlorotoluene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 4-Chlorotoluene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 4-Chlorotoluene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Chloroethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Chloroethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Chloromethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Chloromethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Carbon tetrachloride ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Carbon tetrachloride ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 4-Isopropyltoluene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 4-Isopropyltoluene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Dibromochloromethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Dibromochloromethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,2-Dibromo-3-chloropropane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,2-Dibromo-3-chloropropane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Dibromomethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Dibromomethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,1-Dichloroethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,1-Dichloroethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,2-Dichloroethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,2-Dichloroethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,2-Dichlorobenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,2-Dichlorobenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,3-Dichlorobenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,3-Dichlorobenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,4-Dichlorobenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,4-Dichlorobenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,1-Dichloroethene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,1-Dichloroethene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B cis-1,2-Dichloroethene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B cis-1,2-Dichloroethene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B trans-1,2-Dichloroethene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B trans-1,2-Dichloroethene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,1-Dichloropropene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,1-Dichloropropene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B cis-1,3-Dichloropropene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B cis-1,3-Dichloropropene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B trans-1,3-Dichloropropene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B trans-1,3-Dichloropropene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,2-Dichloropropane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,2-Dichloropropane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,3-Dichloropropane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,3-Dichloropropane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 2,2-Dichloropropane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 2,2-Dichloropropane ND 6/18/2002 1120 6/20/2002 SO PL-2-4 PL-2-4 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1200 6/20/2002 SO PL-6-4 PL-6-4 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1150 6/20/2002 SO PL-5-4 PL-5-4 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 0950 6/20/2002 SO D-8-2 D-8-2 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1140 6/20/2002 SO PL-4-4 PL-4-4 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1050 6/20/2002 SO D-2-2 D-2-2 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1110 6/20/2002 SO PL-1-4 PL-1-4 8260+OX Di-isopropyl ether (DIPE) ND 3/6/2019 GeoTracker
https://geotracker.waterboards.ca.gov/profile_report?cmd=mwreport&global_id=T0603702026&con_num=6450856506 3/10 6/18/2002 1200 6/20/2002 SO PL-6-4 PL-6-4 8260+OX Ethylbenzene ND 6/18/2002 1140 6/20/2002 SO PL-4-4 PL-4-4 8260+OX Ethylbenzene ND 6/18/2002 1110 6/20/2002 SO PL-1-4 PL-1-4 8260+OX Ethylbenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 8260+OX Ethylbenzene ND 6/18/2002 1120 6/20/2002 SO PL-2-4 PL-2-4 8260+OX Ethylbenzene ND 6/18/2002 1150 6/20/2002 SO PL-5-4 PL-5-4 8260+OX Ethylbenzene ND 6/18/2002 1050 6/20/2002 SO D-2-2 D-2-2 8260+OX Ethylbenzene ND 6/18/2002 0950 6/20/2002 SO D-8-2 D-8-2 8260+OX Ethylbenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 8260+OX Ethylbenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,2-Dibromoethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,2-Dibromoethane ND 6/18/2002 1050 6/20/2002 SO D-2-2 D-2-2 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1120 6/20/2002 SO PL-2-4 PL-2-4 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1200 6/20/2002 SO PL-6-4 PL-6-4 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1140 6/20/2002 SO PL-4-4 PL-4-4 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1110 6/20/2002 SO PL-1-4 PL-1-4 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1150 6/20/2002 SO PL-5-4 PL-5-4 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 0950 6/20/2002 SO D-8-2 D-8-2 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Trichlorofluoromethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Trichlorofluoromethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Dichlorodifluoromethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Dichlorodifluoromethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Hexachlorobutadiene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Hexachlorobutadiene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Isopropylbenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Isopropylbenzene ND 6/18/2002 1140 6/20/2002 SO PL-4-4 PL-4-4 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1050 6/20/2002 SO D-2-2 D-2-2 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 0950 6/20/2002 SO D-8-2 D-8-2 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1150 6/20/2002 SO PL-5-4 PL-5-4 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1110 6/20/2002 SO PL-1-4 PL-1-4 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1200 6/20/2002 SO PL-6-4 PL-6-4 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1120 6/20/2002 SO PL-2-4 PL-2-4 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Methylene chloride ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Methylene chloride ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Naphthalene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Naphthalene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B n-Propylbenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B n-Propylbenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,1,2,2-Tetrachloroethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,1,2,2-Tetrachloroethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Tetrachloroethene (PCE) ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Tetrachloroethene (PCE) ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Styrene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Styrene ND 6/18/2002 0950 6/20/2002 SO D-8-2 D-8-2 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1050 6/20/2002 SO D-2-2 D-2-2 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1150 6/20/2002 SO PL-5-4 PL-5-4 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1120 6/20/2002 SO PL-2-4 PL-2-4 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1200 6/20/2002 SO PL-6-4 PL-6-4 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1140 6/20/2002 SO PL-4-4 PL-4-4 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1110 6/20/2002 SO PL-1-4 PL-1-4 8260+OX tert-Amyl methyl ether (TAME) ND 3/6/2019 GeoTracker
https://geotracker.waterboards.ca.gov/profile_report?cmd=mwreport&global_id=T0603702026&con_num=6450856506 4/10 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1120 6/20/2002 SO PL-2-4 PL-2-4 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 0950 6/20/2002 SO D-8-2 D-8-2 8260+OX tert-Butyl alcohol (TBA) = 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1050 6/20/2002 SO D-2-2 D-2-2 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1200 6/20/2002 SO PL-6-4 PL-6-4 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1110 6/20/2002 SO PL-1-4 PL-1-4 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1150 6/20/2002 SO PL-5-4 PL-5-4 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1140 6/20/2002 SO PL-4-4 PL-4-4 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Bromoform ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Bromoform ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,1,1,2-Tetrachloroethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,1,1,2-Tetrachloroethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,1,1-Trichloroethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,1,1-Trichloroethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,1,2-Trichloroethane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,1,2-Trichloroethane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,2,3-Trichlorobenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,2,3-Trichlorobenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,2,4-Trichlorobenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,2,4-Trichlorobenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Trichloroethene (TCE) ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Trichloroethene (TCE) ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Chloroform ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Chloroform ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,2,3-Trichloropropane ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,2,3-Trichloropropane ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,2,4-Trimethylbenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,2,4-Trimethylbenzene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B 1,3,5-Trimethylbenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B 1,3,5-Trimethylbenzene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 SW8260B Vinyl chloride ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 SW8260B Vinyl chloride ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 8260+OX Xylenes ND 6/18/2002 0950 6/20/2002 SO D-8-2 D-8-2 8260+OX Xylenes = 6/18/2002 1150 6/20/2002 SO PL-5-4 PL-5-4 8260+OX Xylenes ND 6/18/2002 1120 6/20/2002 SO PL-2-4 PL-2-4 8260+OX Xylenes ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 8260+OX Xylenes ND 6/18/2002 1110 6/20/2002 SO PL-1-4 PL-1-4 8260+OX Xylenes ND 6/18/2002 1050 6/20/2002 SO D-2-2 D-2-2 8260+OX Xylenes ND 6/18/2002 1200 6/20/2002 SO PL-6-4 PL-6-4 8260+OX Xylenes ND 6/18/2002 1140 6/20/2002 SO PL-4-4 PL-4-4 8260+OX Xylenes ND 6/18/2002 1140 6/20/2002 SO PL-4-4 PL-4-4 8260+OX Xylene, Isomers m & p ND 6/18/2002 1200 6/20/2002 SO PL-6-4 PL-6-4 8260+OX Xylene, Isomers m & p ND 6/18/2002 1050 6/20/2002 SO D-2-2 D-2-2 8260+OX Xylene, Isomers m & p ND 6/18/2002 1150 6/20/2002 SO PL-5-4 PL-5-4 8260+OX Xylene, Isomers m & p ND 6/18/2002 1120 6/20/2002 SO PL-2-4 PL-2-4 8260+OX Xylene, Isomers m & p ND 6/18/2002 0950 6/20/2002 SO D-8-2 D-8-2 8260+OX Xylene, Isomers m & p ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 8260+OX Xylene, Isomers m & p ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 8260+OX Xylene, Isomers m & p ND 6/18/2002 1110 6/20/2002 SO PL-1-4 PL-1-4 8260+OX Xylene, Isomers m & p ND 6/18/2002 1120 6/20/2002 SO PL-2-4 PL-2-4 8260+OX o-Xylene ND 6/18/2002 1150 6/20/2002 SO PL-5-4 PL-5-4 8260+OX o-Xylene ND 6/18/2002 1110 6/20/2002 SO PL-1-4 PL-1-4 8260+OX o-Xylene ND 6/18/2002 1210 6/20/2002 SO CL-A-5 CL-A-5 8260+OX o-Xylene ND 6/18/2002 1140 6/20/2002 SO PL-4-4 PL-4-4 8260+OX o-Xylene ND 3/6/2019 GeoTracker
https://geotracker.waterboards.ca.gov/profile_report?cmd=mwreport&global_id=T0603702026&con_num=6450856506 5/10 6/18/2002 1050 6/20/2002 SO D-2-2 D-2-2 8260+OX o-Xylene ND 6/18/2002 1200 6/20/2002 SO PL-6-4 PL-6-4 8260+OX o-Xylene ND 6/18/2002 0950 6/20/2002 SO D-8-2 D-8-2 8260+OX o-Xylene ND 6/18/2002 1220 6/20/2002 SO CL-B-5 CL-B-5 8260+OX o-Xylene ND 6/18/2002 1130 6/21/2002 SO PL-3-4 PL-3-4 8260+OX Benzene ND 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 8260+OX Benzene ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 8260+OX Benzene ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 8260+OX Benzene ND 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 8260+OX Benzene ND 6/18/2002 1000 6/21/2002 SO D-7-2 D-7-2 8260+OX Benzene ND 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 8260+OX Benzene ND 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 8260+OX Toluene ND 6/18/2002 1130 6/21/2002 SO PL-3-4 PL-3-4 8260+OX Toluene ND 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 8260+OX Toluene ND 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 8260+OX Toluene ND 6/18/2002 1000 6/21/2002 SO D-7-2 D-7-2 8260+OX Toluene ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 8260+OX Toluene ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 8260+OX Toluene ND 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1130 6/21/2002 SO PL-3-4 PL-3-4 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1000 6/21/2002 SO D-7-2 D-7-2 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 8260+OX Di-isopropyl ether (DIPE) ND 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 8260+OX Ethylbenzene ND 6/18/2002 1000 6/21/2002 SO D-7-2 D-7-2 8260+OX Ethylbenzene ND 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 8260+OX Ethylbenzene ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 8260+OX Ethylbenzene ND 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 8260+OX Ethylbenzene ND 6/18/2002 1130 6/21/2002 SO PL-3-4 PL-3-4 8260+OX Ethylbenzene ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 8260+OX Ethylbenzene ND 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1130 6/21/2002 SO PL-3-4 PL-3-4 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1000 6/21/2002 SO D-7-2 D-7-2 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 1110 6/21/2002 SO PL-1-4 PL-1-4 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 1150 6/21/2002 SO PL-5-4 PL-5-4 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 1210 6/21/2002 SO CL-A-5 CL-A-5 SW7471A Mercury = 6/18/2002 1220 6/21/2002 SO CL-B-5 CL-B-5 SW7471A Mercury = 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1130 6/21/2002 SO PL-3-4 PL-3-4 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1000 6/21/2002 SO D-7-2 D-7-2 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 8260+OX tert-Amyl methyl ether (TAME) ND 3/6/2019 GeoTracker
https://geotracker.waterboards.ca.gov/profile_report?cmd=mwreport&global_id=T0603702026&con_num=6450856506 6/10 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1130 6/21/2002 SO PL-3-4 PL-3-4 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1000 6/21/2002 SO D-7-2 D-7-2 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 8260+OX tert-Amyl methyl ether (TAME) ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1130 6/21/2002 SO PL-3-4 PL-3-4 8260+OX tert-Butyl alcohol (TBA) ND 6/18/2002 1000 6/21/2002 SO D-7-2 D-7-2 8260+OX tert-Butyl alcohol (TBA) = 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 8260+OX Xylenes ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 8260+OX Xylenes ND 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 8260+OX Xylenes ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 8260+OX Xylenes ND 6/18/2002 1130 6/21/2002 SO PL-3-4 PL-3-4 8260+OX Xylenes ND 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 8260+OX Xylenes ND 6/18/2002 1000 6/21/2002 SO D-7-2 D-7-2 8260+OX Xylenes ND 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 8260+OX Xylene, Isomers m & p ND 6/18/2002 1000 6/21/2002 SO D-7-2 D-7-2 8260+OX Xylene, Isomers m & p ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 8260+OX Xylene, Isomers m & p ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 8260+OX Xylene, Isomers m & p ND 6/18/2002 1130 6/21/2002 SO PL-3-4 PL-3-4 8260+OX Xylene, Isomers m & p ND 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 8260+OX Xylene, Isomers m & p ND 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 8260+OX Xylene, Isomers m & p ND 6/18/2002 1000 6/21/2002 SO D-7-2 D-7-2 8260+OX o-Xylene ND 6/18/2002 1040 6/21/2002 SO D-3-2 D-3-2 8260+OX o-Xylene ND 6/18/2002 1100 6/21/2002 SO D-1-2 D-1-2 8260+OX o-Xylene ND 6/18/2002 1020 6/21/2002 SO D-5-2 D-5-2 8260+OX o-Xylene ND 6/18/2002 1010 6/21/2002 SO D-6-2 D-6-2 8260+OX o-Xylene ND 6/18/2002 1030 6/21/2002 SO D-4-2 D-4-2 8260+OX o-Xylene ND 6/18/2002 1130 6/21/2002 SO PL-3-4 PL-3-4 8260+OX o-Xylene ND 6/18/2002 1200 6/22/2002 SO PL-6-4 PL-6-4 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 0950 6/23/2002 SO D-8-2 D-8-2 SW8015B Gasoline Range Organics (C4-C12) = 6/18/2002 1000 6/23/2002 SO D-7-2 D-7-2 SW8015B Gasoline Range Organics (C4-C12) = 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Silver ND 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Silver ND 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Arsenic = 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Arsenic ND 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Barium = 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Barium = 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Beryllium = 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Beryllium = 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Cadmium ND 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Cadmium = 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Cobalt = 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Cobalt = 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Chromium = 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Chromium = 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Copper = 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Copper = 6/18/2002 1140 6/24/2002 SO PL-4-4 PL-4-4 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 1050 6/24/2002 SO D-2-2 D-2-2 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 1130 6/24/2002 SO PL-3-4 PL-3-4 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 1120 6/24/2002 SO PL-2-4 PL-2-4 SW8015B Gasoline Range Organics (C4-C12) ND 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Molybdenum ND 3/6/2019 GeoTracker
https://geotracker.waterboards.ca.gov/profile_report?cmd=mwreport&global_id=T0603702026&con_num=6450856506 7/10 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Molybdenum ND 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Nickel = 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Nickel = 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Lead = 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Lead = 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Antimony ND 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Antimony ND 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Selenium ND 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Selenium ND 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Thallium ND 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Thallium ND 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Vanadium = 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Vanadium = 6/18/2002 1220 6/24/2002 SO CL-B-5 CL-B-5 SW6010B Zinc = 6/18/2002 1210 6/24/2002 SO CL-A-5 CL-A-5 SW6010B Zinc = 6/20/2002 1225 6/22/2002 SO T2-A-17 T2-A-17 8260+OX Benzene = 6/20/2002 1220 6/22/2002 SO T1-A-17 T1-A-17 8260+OX Benzene ND 6/20/2002 1220 6/22/2002 SO T1-A-17 T1-A-17 8260+OX Toluene ND 6/20/2002 1225 6/22/2002 SO T2-A-17 T2-A-17 8260+OX Toluene = 6/20/2002 1225 6/22/2002 SO T2-A-17 T2-A-17 8260+OX Di-isopropyl ether (DIPE) ND 6/20/2002 1220 6/22/2002 SO T1-A-17 T1-A-17 8260+OX Di-isopropyl ether (DIPE) ND 6/20/2002 1220 6/22/2002 SO T1-A-17 T1-A-17 8260+OX Ethylbenzene ND 6/20/2002 1220 6/22/2002 SO T1-A-17 T1-A-17 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/20/2002 1225 6/22/2002 SO T2-A-17 T2-A-17 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/20/2002 1225 6/22/2002 SO T2-A-17 T2-A-17 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/20/2002 1220 6/22/2002 SO T1-A-17 T1-A-17 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/20/2002 1220 6/22/2002 SO T1-A-17 T1-A-17 8260+OX tert-Amyl methyl ether (TAME) ND 6/20/2002 1225 6/22/2002 SO T2-A-17 T2-A-17 8260+OX tert-Amyl methyl ether (TAME) ND 6/20/2002 1220 6/22/2002 SO T1-A-17 T1-A-17 8260+OX tert-Butyl alcohol (TBA) ND 6/20/2002 1225 6/22/2002 SO T2-A-17 T2-A-17 8260+OX tert-Butyl alcohol (TBA) ND 6/20/2002 1220 6/22/2002 SO T1-A-17 T1-A-17 8260+OX Xylenes = 6/20/2002 1220 6/22/2002 SO T1-A-17 T1-A-17 8260+OX Xylene, Isomers m & p = 6/20/2002 1220 6/22/2002 SO T1-A-17 T1-A-17 8260+OX o-Xylene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Bromodichloromethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Bromobenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Bromochloromethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Bromomethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B n-Butylbenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B sec-Butylbenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B tert-Butylbenzene ND 6/20/2002 1215 6/23/2002 SO T2-B-17 T2-B-17 8260+OX Benzene = 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Benzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Toluene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Chlorobenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 2-Chlorotoluene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 4-Chlorotoluene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Chloroethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Chloromethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Carbon tetrachloride ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 4-Isopropyltoluene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Dibromochloromethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,2-Dibromo-3-chloropropane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Dibromomethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,1-Dichloroethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,2-Dichloroethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,2-Dichlorobenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,3-Dichlorobenzene ND 3/6/2019 GeoTracker
https://geotracker.waterboards.ca.gov/profile_report?cmd=mwreport&global_id=T0603702026&con_num=6450856506 8/10 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,4-Dichlorobenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,1-Dichloroethene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B cis-1,2-Dichloroethene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B trans-1,2-Dichloroethene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,1-Dichloropropene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B cis-1,3-Dichloropropene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B trans-1,3-Dichloropropene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,2-Dichloropropane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,3-Dichloropropane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 2,2-Dichloropropane ND 6/20/2002 1215 6/23/2002 SO T2-B-17 T2-B-17 8260+OX Di-isopropyl ether (DIPE) ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Ethylbenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,2-Dibromoethane ND 6/20/2002 1215 6/23/2002 SO T2-B-17 T2-B-17 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Trichlorofluoromethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Dichlorodifluoromethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Hexachlorobutadiene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Isopropylbenzene ND 6/20/2002 1215 6/23/2002 SO T2-B-17 T2-B-17 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Methylene chloride ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Naphthalene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B n-Propylbenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,1,2,2-Tetrachloroethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Tetrachloroethene (PCE) ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Styrene ND 6/20/2002 1215 6/23/2002 SO T2-B-17 T2-B-17 8260+OX tert-Amyl methyl ether (TAME) ND 6/20/2002 1215 6/23/2002 SO T2-B-17 T2-B-17 8260+OX tert-Butyl alcohol (TBA) ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Bromoform ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,1,1,2-Tetrachloroethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,1,1-Trichloroethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,1,2-Trichloroethane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,2,3-Trichlorobenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,2,4-Trichlorobenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Trichloroethene (TCE) ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Chloroform ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,2,3-Trichloropropane ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,2,4-Trimethylbenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B 1,3,5-Trimethylbenzene ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Vinyl chloride ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B Xylene, Isomers m & p ND 6/20/2002 1245 6/23/2002 SO H-1-10 H-1-10 SW8260B o-Xylene ND 6/20/2002 1225 6/24/2002 SO T2-A-17 T2-A-17 SW8015B Gasoline Range Organics (C4-C12) ND 6/20/2002 1210 6/25/2002 SO T1-B-17 T1-B-17 8260+OX Benzene = 6/20/2002 1210 6/25/2002 SO T1-B-17 T1-B-17 8260+OX Toluene = 6/20/2002 1210 6/25/2002 SO T1-B-17 T1-B-17 8260+OX Di-isopropyl ether (DIPE) ND 6/20/2002 1210 6/25/2002 SO T1-B-17 T1-B-17 8260+OX Ethylbenzene = 6/20/2002 1210 6/25/2002 SO T1-B-17 T1-B-17 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/20/2002 1235 6/25/2002 SO T3-A-17 T3-A-17 SW8015B Gasoline Range Organics (C4-C12) = 6/20/2002 1230 6/25/2002 SO T3-B-17 T3-B-17 SW8015B Gasoline Range Organics (C4-C12) = 6/20/2002 1215 6/25/2002 SO T2-B-17 T2-B-17 SW8015B Gasoline Range Organics (C4-C12) = 6/20/2002 1210 6/25/2002 SO T1-B-17 T1-B-17 SW8015B Gasoline Range Organics (C4-C12) = 6/20/2002 1210 6/25/2002 SO T1-B-17 T1-B-17 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/20/2002 1210 6/25/2002 SO T1-B-17 T1-B-17 8260+OX tert-Amyl methyl ether (TAME) ND 6/20/2002 1210 6/25/2002 SO T1-B-17 T1-B-17 8260+OX tert-Butyl alcohol (TBA) ND 6/20/2002 1245 6/25/2002 SO H-1-10 H-1-10 E418.1 Petroleum Hydrocarbons, Total Recoverable = 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Silver ND 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Arsenic ND 3/6/2019 GeoTracker
https://geotracker.waterboards.ca.gov/profile_report?cmd=mwreport&global_id=T0603702026&con_num=6450856506 9/10 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Barium = 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Beryllium ND 6/20/2002 1230 6/26/2002 SO T3-B-17 T3-B-17 8260+OX Benzene ND 6/20/2002 1235 6/26/2002 SO T3-A-17 T3-A-17 8260+OX Benzene ND 6/20/2002 1235 6/26/2002 SO T3-A-17 T3-A-17 8260+OX Toluene ND 6/20/2002 1230 6/26/2002 SO T3-B-17 T3-B-17 8260+OX Toluene = 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Cadmium ND 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Cobalt = 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Chromium = 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Copper = 6/20/2002 1230 6/26/2002 SO T3-B-17 T3-B-17 8260+OX Di-isopropyl ether (DIPE) ND 6/20/2002 1235 6/26/2002 SO T3-A-17 T3-A-17 8260+OX Di-isopropyl ether (DIPE) ND 6/20/2002 1235 6/26/2002 SO T3-A-17 T3-A-17 8260+OX Ethylbenzene = 6/20/2002 1230 6/26/2002 SO T3-B-17 T3-B-17 8260+OX Ethylbenzene = 6/20/2002 1235 6/26/2002 SO T3-A-17 T3-A-17 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/20/2002 1230 6/26/2002 SO T3-B-17 T3-B-17 8260+OX Ethyl tert-butyl ether (ETBE) ND 6/20/2002 1220 6/26/2002 SO T1-A-17 T1-A-17 SW8015B Gasoline Range Organics (C4-C12) = 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW7471A Mercury = 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Molybdenum ND 6/20/2002 1235 6/26/2002 SO T3-A-17 T3-A-17 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/20/2002 1230 6/26/2002 SO T3-B-17 T3-B-17 8260+OX Methyl-tert-butyl ether (MTBE) ND 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Nickel = 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Lead = 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Antimony ND 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Selenium ND 6/20/2002 1235 6/26/2002 SO T3-A-17 T3-A-17 8260+OX tert-Amyl methyl ether (TAME) ND 6/20/2002 1230 6/26/2002 SO T3-B-17 T3-B-17 8260+OX tert-Amyl methyl ether (TAME) ND 6/20/2002 1230 6/26/2002 SO T3-B-17 T3-B-17 8260+OX tert-Butyl alcohol (TBA) ND 6/20/2002 1235 6/26/2002 SO T3-A-17 T3-A-17 8260+OX tert-Butyl alcohol (TBA) ND 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Thallium ND 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Vanadium = 6/20/2002 1210 6/26/2002 SO T1-B-17 T1-B-17 8260+OX Xylenes = 6/20/2002 1230 6/26/2002 SO T3-B-17 T3-B-17 8260+OX Xylenes = 6/20/2002 1235 6/26/2002 SO T3-A-17 T3-A-17 8260+OX Xylenes = 6/20/2002 1235 6/26/2002 SO T3-A-17 T3-A-17 8260+OX Xylene, Isomers m & p = 6/20/2002 1230 6/26/2002 SO T3-B-17 T3-B-17 8260+OX Xylene, Isomers m & p = 6/20/2002 1210 6/26/2002 SO T1-B-17 T1-B-17 8260+OX Xylene, Isomers m & p = 6/20/2002 1235 6/26/2002 SO T3-A-17 T3-A-17 8260+OX o-Xylene = 6/20/2002 1210 6/26/2002 SO T1-B-17 T1-B-17 8260+OX o-Xylene = 6/20/2002 1230 6/26/2002 SO T3-B-17 T3-B-17 8260+OX o-Xylene = 6/20/2002 1245 6/26/2002 SO H-1-10 H-1-10 SW6010B Zinc = 6/20/2002 1215 6/28/2002 SO T2-B-17 T2-B-17 8260+OX Toluene ND 6/20/2002 1225 6/28/2002 SO T2-A-17 T2-A-17 8260+OX Ethylbenzene = 6/20/2002 1215 6/28/2002 SO T2-B-17 T2-B-17 8260+OX Ethylbenzene = 6/20/2002 1215 6/28/2002 SO T2-B-17 T2-B-17 8260+OX Xylenes = 6/20/2002 1225 6/28/2002 SO T2-A-17 T2-A-17 8260+OX Xylenes = 6/20/2002 1225 6/28/2002 SO T2-A-17 T2-A-17 8260+OX Xylene, Isomers m & p = 6/20/2002 1215 6/28/2002 SO T2-B-17 T2-B-17 8260+OX Xylene, Isomers m & p = 6/20/2002 1215 6/28/2002 SO T2-B-17 T2-B-17 8260+OX o-Xylene = 6/20/2002 1225 6/28/2002 SO T2-A-17 T2-A-17 8260+OX o-Xylene = 3/6/2019 GeoTracker
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465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 142 www.EMGcorp.com p 800.733.0660

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465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 144 www.EMGcorp.com p 800.733.0660
Project Property: 465,491,503,525 & 577 South Arroyo Parkway 465
Pasadena, CA 91105
Project No: 136895.19R000-001.135
Requested By: EMG, Inc
Order No: 20190215102
Date Completed: February 19, 2019
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Date Source Comment
2018 DIGITAL BUSINESS DIRECTORY
2012 DIGITAL BUSINESS DIRECTORY
2005-06 HAINES
2000-01 HAINES
1995-96 HAINES
1990 HAINES
1985 HAINES
1979 HAINES
1975 HAINES
1970 STREET ADDRESS DIRECTORY
1965 STREET ADDRESS DIRECTORY
1960 STREET ADDRESS DIRECTORY
1955 STREET ADDRESS DIRECTORY
1951 STREET ADDRESS DIRECTORY
1947 STREET ADDRESS DIRECTORY
1943 STREET ADDRESS DIRECTORY
1940 STREET ADDRESS DIRECTORY
1937 STREET ADDRESS DIRECTORY
1933 STREET ADDRESS DIRECTORY
1928 STREET ADDRESS DIRECTORY
1924 STREET ADDRESS DIRECTORY
1921 STREET ADDRESS DIRECTORY
February 19, 2019
RE: CITY DIRECTORY RESEARCH
465,491,503,525 & 577 South Arroyo Parkway
465 Pasadena, CA
Thank you for contacƟng ERIS for an City Directory Search for the site described above. Our staff has conducted a reverse lisƟng City Directory search to determine prior occupants of the subject site and adjacent properƟes. We have provided the nearest addresses(s) when adjacent addresses are not listed. If we have searched a range of addresses, all addresses in that range found in the Directory are included.

Note: Reverse LisƟng Directories generally are focused on more highly developed areas. Newly developed areas may be covered in the more recent years, but the older directories will tend to cover only the "central" parts of the city. To complete the search, we have either uƟlized the ACPL, Library of Congress, State Archives, and/or a regional library or history center as well as mulƟple digiƟzed directories. These do not claim to be a complete collecƟon of all reverse lisƟng city directories produced.

ERIS has made every effort to provide accurate and complete informaƟon but shall not be held liable for missing, incomplete or inaccurate informaƟon. To complete this search we used the general range(s) below to search for relevant findings. If you believe there are addiƟonal addresses or streets that require searching please contact us at 866-517-5204.

Search Criteria:
350-650 of South Arroyo Parkway
Page: 2 Report ID: 20190215102 - 2/19/2019
www.erisinfo.com
75 total records. Part 1 of 2
333 FEINMAN MICHAEL MD...PHYSICIANS
333 HRC FERTILITY CLINIC...HEALTH SER
333 MY LOOK SURGERY CTR...SURGICAL CE
333 TANEJA ARVIN MD...PHYSICIANS & S
333 TANEJA ARVIN MD...MEDICAL & SURG
333 VAUGHAN SAMANTHA J...PHYSICIANS
400 CHANDRA THAI RESTAURANT...FOODSCA
400 CHANDRA THAI RESTAURANT...RESTAUR
400 DOTS CUPCAKES...BAKERS-RETAIL
400 GALANGA TAKE TWO...THAI FOOD
400 GALANGA TAKE TWO...RESTAURANTS
400 PASADENA INN...ECOMMERCE<
400 PASADENA INN...HOTELS & MOTELS
411 ARROYO PARKWAY SELF STORAGE...BUS
411 ARROYO PARKWAY SELF STORAGE...STO
432 CALIFORNIA KITCHENS ETC...KITCHEN
432 SNYDER-DIAMOND DISCOUNT PLBG...BA
432 SNYDER-DIAMOND DISCOUNT PLBG...PL
432 SNYDER-DIAMOND DISCOUNT PLBG...FU
450 LIFESTYLE OUTDOOR...MEDICAL SPAS<
450 OUTDOOR LIFESTYLE...UNCLASSIFIED
460 N C 2 WELLNESS...WELLNESS PROGRAM
465 WHOLE FOODS MARKET...GROCERS-RETA
465 WHOLE FOODS MARKET...CONVENIENCE
474 CISCO HOME...FURNITURE-DEALERS-RE
495 K9 LOFT...PET WASHING & GROOMING<
496 DANCE CONSERVATORY OF PASADENA...
501 AAA BOARD UP INC...NONCLASSIFIED
501 E-BIOME INC...ENGINEERS-BIOMEDICA
501 GOLD LINE PILATES...NONCLASSIFIED
501 JENSEN CONSTRUCTION...GENERAL CON
523 TOWN COUNTRY EVENT RENTAL...BOWL
523 TOWN & COUNTRY EVENT RENTAL...PAR
536 A LOCKSMITH...LOCKSMITH EQUIPMENT
536 ARROYO CHOP HOUSE...FOODSCARRY OU
536 ARROYO CHOP HOUSE...RESTAURANTS
536 LA BAKE SHOP...BAKERS-RETAIL
544 BRYAN S CLEANERS & LAUNDRY...CLEA
544 BRYAN S CLEANERS & LAUNDRY...LAUN
544 WARDROBEPERFECT ALL RIGHTS...NONC
560 GRANNY S PANTRY...HEALTH & DIET F
577 HMS...RESTAURANT MANAGEMENT
577 HMS...CATERERS
577 HMS...ICE
577 HMS...RESTAURANTS
605 ARROYO-CALIFORNIA CAR WASH...CAR
605 ARROYO-CALIFORNIA CAR WASH...AUTO
605 ARROYO-CALIFORNIA CAR WASH...MANU
605 ARROYO-CALIFORNIA CAR WASH...BOAT
610 TRADER JOE S...GROCERS-RETAIL
610 TRADER JOE S...CONVENIENCE STORES
621 ARROYO AUTO CTR...AUTOMOBILE REPA
621 BEST SMOG REPAIR SHOP...AUTOMOBIL
2018 SOUTH ARROYO PARKWAY
SOURCE: DIGITAL BUSINESS DIRECTORY
Part 2 of 2
621 CLUTCH STOP...Automobile Repairing & S
621 RAY S MBZ...Automobile Repairing & Ser
633 ARROYO CLEANERS...Cleaners
633 ARROYO DAY SPA & MASSAGE...Health Serv
633 ARROYO SPA MASSAGE...Health Spas
633 ARROYO SPA MASSAGE...Beauty Salons
633 DOMINO S PIZZA...Pizza
633 DOMINO S PIZZA...Foods-carry Out
633 DOMINO S PIZZA...Hotels & Motels
633 DOMINO S PIZZA...Cafes
633 GAUCHO BOXING GYM...Martial Arts Instr
633 HOLIDAY HAIR...Beauty Salons
633 MY VEGAN RESTAURANT...Restaurants
633 ROYAL DONUTS...Doughnuts
633 SUSHI ICHI...Restaurants
633 TROPITANA...Tanning Salons
633 YOSHINOYA BEEF BOWL RESTAURANT...Resta
633 YOSHINOYA BEEF BOWL RESTAURANT...Resta
640 LUCKY BOY DRIVE-IN...Restaurants
640 LUCKY BOY DRIVE-IN...Foodscarry Out
665 BUDGET RENT A CAR...Automobile Renting
665 GHK...Buses-charter & Rental
2018 SOUTH ARROYO PARKWAY
SOURCE: DIGITAL BUSINESS DIRECTORY
Page: 3 Report ID: 20190215102 - 2/19/2019
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333 EVANS MICHELE L MD...Physicians & Sur
333 FEINMAN MICHAEL MD...Physicians & Sur
333 FREDERICK JANE L MD...Physicians & Su
333 HUNTINGTON REPRODUCTIVE CTR...Physicia
333 KOLB BRADFORD MD...Physicians & Surge
333 MY LOOK SURGERY CTR...Surgical Centers
333 NELSON JEFFREY R DO...Physicians & Su
333 POTTER DANIEL A MD...Physicians & Sur
333 TANEJA ARVIN MD...Physicians & Surgeo
333 TOURGEMAN DAVID E MD...Physicians & S
333 VAUGHAN SAMANTHA J...Physicians Assis
333 WILCOX JOHN G MD...Physicians & Surge
400 CHANDRA THAI RESTAURANT...Restaurants<
400 PASADENA INN...Hotels & Motels
411 ARROYO PARKWAY SELF STORAGE...Storage432 SNYDER-DIAMOND DISCOUNT PLBG...Bathroo 450 HOME LAUNDRY...Cleaners
450 VAN VECHTEN CLEANERS & LAUNDRY...Clean
465 WHOLE FOODS MARKET...Grocers-retail
474 CISCO HOME...Furniture-dealers-retail<
510 PARKWAY GRILL...Restaurants
536 ARROYO CHOP HOUSE...Restaurants
536 LA BAKE SHOP...Bakers-retail
541 MARGARITA JONES...Restaurants<
544 BRYAN S CLEANERS & LAUNDRY...Cleaners<
560 GRANNY S PANTRY...Health & Diet Foods577 DONA ROSA BAKERY TAQUERIA...Restaurant 577 HMS...Restaurant Management
577 HMS CATERING...Caterers
605 ARROYO-CALIFORNIA CAR WASH...Car Washi
605 T L & AV INC...Car Washing & Polishing
605 TENDLETON TRADING CO...Physicians & Su
610 TRADER JOE S...Grocers-retail<
621 ARROYO AUTO CTR...Automobile Repairing
621 BEST SMOG REPAIR SHOP...Automobile Smo
621 RAY S MBZ...Automobile Repairing & Ser
633 ARROYO CLEANERS...Cleaners
633 ARROYO DAY SPA & MASSAGE...Health Serv
633 DOMINO S PIZZA...Pizza
633 GAUCHO BOXING GYM...Martial Arts Instr
633 HOLIDAY HAIR...Beauty Salons
633 MY VEGAN RESTAURANT...Restaurants
633 ROYAL DONUTS...Doughnuts
633 SUSHI ICHI...Restaurants
633 TROPITANA...Tanning Salons
640 LUCKY BOY DRIVE-IN RESTAURANT...Restau
665 AVENUE CAR RENTAL...Automobile Renting
665 GHK...Buses-charter & Rental
2012 SOUTH ARROYO PARKWAY
SOURCE: DIGITAL BUSINESS DIRECTORY
2005-06 SOUTH ARROYO PARKWAY - A
SOURCE: HAINES
Page: 4 Report ID: 20190215102 - 2/19/2019
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2005-06 SOUTH ARROYO PARKWAY - B
SOURCE: HAINES
2000-01 SOUTH ARROYO PARKWAY - A
SOURCE: HAINES
Page: 5 Report ID: 20190215102 - 2/19/2019
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2000-01 SOUTH ARROYO PARKWAY - B
SOURCE: HAINES
1995-96 SOUTH ARROYO PARKWAY
SOURCE: HAINES
Page: 6 Report ID: 20190215102 - 2/19/2019
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1990 SOUTH ARROYO PARKWAY
SOURCE: HAINES
1985 SOUTH ARROYO PARKWAY
SOURCE: HAINES
Page: 7 Report ID: 20190215102 - 2/19/2019
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1979 SOUTH ARROYO PARKWAY - A
SOURCE: HAINES
1979 SOUTH ARROYO PARKWAY - B
SOURCE: HAINES
Page: 8 Report ID: 20190215102 - 2/19/2019
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1975 SOUTH ARROYO PARKWAY - A
SOURCE: HAINES
1975 SOUTH ARROYO PARKWAY - B
SOURCE: HAINES
Page: 9 Report ID: 20190215102 - 2/19/2019
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1970 SOUTH ARROYO PARKWAY - A
SOURCE: STREET ADDRESS DIRECTORY
1970 SOUTH ARROYO PARKWAY - B
SOURCE: STREET ADDRESS DIRECTORY
Page: 10 Report ID: 20190215102 - 2/19/2019
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1965 SOUTH ARROYO PARKWAY - A
SOURCE: STREET ADDRESS DIRECTORY
1965 SOUTH ARROYO PARKWAY - B
SOURCE: STREET ADDRESS DIRECTORY
Page: 11 Report ID: 20190215102 - 2/19/2019
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1960 SOUTH ARROYO PARKWAY
SOURCE: STREET ADDRESS DIRECTORY
1955 SOUTH ARROYO PARKWAY
SOURCE: STREET ADDRESS DIRECTORY
Page: 12 Report ID: 20190215102 - 2/19/2019
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1951 SOUTH ARROYO PARKWAY
SOURCE: STREET ADDRESS DIRECTORY
1947 SOUTH ARROYO PARKWAY
SOURCE: STREET ADDRESS DIRECTORY
Page: 13 Report ID: 20190215102 - 2/19/2019
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1943 SOUTH ARROYO PARKWAY - A
SOURCE: STREET ADDRESS DIRECTORY
1943 SOUTH ARROYO PARKWAY - B
SOURCE: STREET ADDRESS DIRECTORY
Page: 14 Report ID: 20190215102 - 2/19/2019
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STREET NOT LISTED
1940 SOUTH ARROYO PARKWAY
SOURCE: STREET ADDRESS DIRECTORY

STREET NOT LISTED
1937 SOUTH ARROYO PARKWAY
SOURCE: STREET ADDRESS DIRECTORY
Page: 15 Report ID: 20190215102 - 2/19/2019
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STREET NOT LISTED
1933 SOUTH ARROYO PARKWAY
SOURCE: STREET ADDRESS DIRECTORY

STREET NOT LISTED
1928 SOUTH ARROYO PARKWAY
SOURCE: STREET ADDRESS DIRECTORY
Page: 16 Report ID: 20190215102 - 2/19/2019
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STREET NOT LISTED
1924 SOUTH ARROYO PARKWAY
SOURCE: STREET ADDRESS DIRECTORY

STREET NOT LISTED
1921 SOUTH ARROYO PARKWAY
SOURCE: STREET ADDRESS DIRECTORY
--- END REPORT ---
Appendix G: Historical Environmental Documents
465, 491, 503, 525 and 577 South Arroyo Parkway EMG PROJECT NO: 136895.19R000-001.135 146 www.EMGcorp.com p 800.733.0660

D R A F T
\\wclaofps1\projects\e\edgewood realty\arroyo_pasadena\phase ii field work\report\gasol\draft _511southarroyo_3.12.18.docx
1/4
Date March 12, 2018
Ramboll
350 South Grand Avenue
Suite 2800
Los Angeles, CA 90071
USA
T +1 213 943 6300
F +1 213 943 6301
www.ramboll.com
Mr. Pete Kutzer
Edgewood Realty Partners, LLC
c/o The Kutzer Company
716 Mission Street
South Pasadena, California 91030

REPORT OF LIMITED SUBSURFACE INVESTIGATION
511 SOUTH ARROYO PARKWAY

PASADENA, CALIFORNIA
Dear Mr. Kutzer:

At your request, Ramboll US Corporation (Ramboll) has prepared this report to document the limited subsurface investigation conducted at 511 South Arroyo Parkway, Pasadena, California (herein referred to as the “site” or “property”, Figures 1 and 2). It is Ramboll’s understanding that the site is slated for redevelopment.

BACKGROUND
The property is located in a commercial area along Arroyo Parkway in Pasadena, California, which is slated for potential redevelopment including excavation to approximately 22 feet. A Phase I environmental site assessment (ESA) for the entire block including this property was recently completed EMG in January 2018. According to the EMG Phase I ESA, a ”gasol” pump was identified in the southeastern corner of 511 South Arroyo Parkway based on Sanborn maps dated 1950 and 1970. “Gasol” is an abbreviated term for gasoline, which is used on Sanborn maps during this time period. A “gasol” pump generally consists of a fuel dispenser and most commonly a mechanical pump and nozzle.

OBJECTIVE
The objective of the limited subsurface investigation was to evaluate current soil conditions in the area of the former “gasol” pump.

SCOPE OF WORK AND FINDINGS
The scope of work associated with the subsurface investigation included: 1) pre-field activities and site visit; and 2) soil sampling and analyses. A summary of the findings, data evaluation, conclusions and recommendations are presented below.

Pre-field Activities and Site Visit
As part of the pre-field activities, Ramboll performed a site visit on February 7, 2018 to confirm proposed soil sampling locations and made adjustments to proposed sampling locations as appropriate. Ramboll contracted with the appropriate

D R A F T
2/4
subcontractors for the planned fieldwork (utility locators, drillers, and analytical laboratory). Drilling and sampling activities were directed by Ramboll field personnel working under the supervision of a California Registered Professional Geologist.

Ramboll prepared a Site-specific Health and Safety Plan (HASP) prior to the start of work. The HASP is designed to minimize exposure of Ramboll’s field personnel to potentially hazardous materials. All field personnel involved in the project conducted the field work in accordance with the HASP. Ramboll also notified Underground Service Alert (USA) 48 hours prior to the start of drilling activities to mark the locations of all major utilities in the proposed boring locations.

Soil Sampling and Analyses
On February 13, 2018, Ramboll retained Spectrum Geophysics of Chatsworth, California, a private utility locator, to conduct a geophysical survey to mark subsurface utility lines, subsurface structures, and underground obstructions during the site visit. Upon completion of the utility locating, under Ramboll oversight, Millennium Environmental, Inc. (MEI) of Anaheim, California, advanced two soil borings, designated as Borings SB-6 and SB-71, to a depth of approximately 20 feet below ground surface (bgs) at the locations shown on Figure 3. Prior to drilling, borings were concrete cored and hand augered to approximately five feet bgs. The initial borehole was advanced using a skid-steer-mounted direct push drilling rig; however, refusal was encountered at an approximate depth of 10 feet and this borehole was abandoned. Borings SB-6 and SB-7 were advanced using a truck mounted direct push drill rig to a total approximate depth of 20 feet.

Soil samples were collected from borings at approximate depths of 5, 10, 15, and 20 feet and submitted for chemical analysis (see below for details), and monitored for organic vapors with a photoionization detector (PID).

In accordance with USEPA Method 5035, soil samples were collected by extracting aliquots from the designated sampling sleeve using TerraCores®. Soil samples selected for other analytical methods were collected jars capped with Teflon® caps. Soil samples were analyzed for volatile organic compounds (VOCs), oxygenates and methyl-tert-butyl-ether (MTBE) by USEPA Method 8260B, total petroleum hydrocarbons (TPH)-gasoline range organics (GRO), TPH-diesel range organics (DRO), TPH-oil range organics (ORO) by USEPA Method 8015M, and lead by USEPA Method 6010. All soil samples were stored in a chilled cooler and delivered to a California state-certified laboratory under strict chain-of-custody procedures.

After the collection of soil samples, the borings were backfilled with a bentonite/cement slurry and completed to surface to match the existing surface material. Investigation derived waste consisting of soil cuttings and decontamination water were containerized in two Department of Transportation-rated 55 gallon drums and stored at a nearby site pending characterization and disposal.

Findings
During the geophysical survey, two approximately 2-inch diameter metal conduits were observed extending above ground surface in the general vicinity of the “gasol” pump (Figure 3). One conduit was located within 1 Note that this work at this site was performed in conjunction with work on other properties, which included advancing Borings SB-1 through SB-5.

D R A F T
3/4
an elevated concrete pad, extended approximately three inches above the ground surface, and was backfilled with concrete. The second conduit extended approximately two inches above ground surface and was open to an approximate depth of five feet bgs. A petroleum-like odor was noted on the measuring tape used to measure the total depth of the open conduit. Finally, a subsurface metallic anomaly, suggestive of piping, was detected approximately 0.5 foot bgs and extended laterally between the two aforementioned conduits (see Figure 3).

In general, the lithology of the upper 20 feet of Borings SB-6 and SB-7 is comprised of mostly fine to coarse grain sands with silts. According to the historical environmental reports, groundwater is present in the vicinity of the site at approximately 147 feet bgs and was not encountered during this investigation. PID readings collected from soil samples ranged from 0.0 parts per million by volume (ppmv) to 3.1 ppmv at Boring SB-7 (depth of 20 feet).

Soil Analyses
A summary of analytical results are presented in Tables 1A and 1B. Complete laboratory reports are included in Attachment A and data validation is included in Attachment B. In summary:

VOCs, TPH-GRO and TPH-DRO were not detected in soil samples.

TPH-ORO was detected at concentrations ranging from 5.2U milligrams per kilogram (mg/kg) (Boring SB-7 at 10 feet bgs) to 6.9U mg/kg2 (Boring SB-6 at 15 feet bgs). The TPH-ORO data was qualified as “U” based on the data validation (see Attachment B). The “U” qualification indicates that the analyte was analyzed for and not detected above the laboratory reporting limit. Therefore, the concentrations reported as TPH-ORO are considered non-detect.

Lead was detected at concentrations ranging from 3.8 mg/kg at Boring SB-6 (depth of 5 and 10 feet) to 10 mg/kg at SB-7 (depth of 20 feet).

Data Evaluation
As part of the data evaluation, concentrations of lead in soil were compared to USEPA regional screening levels for chemical contaminants for residential and commercial/industrial use scenarios and background concentrations in California soils (see Table 1B). The concentrations of lead in soil are below regional screening levels for residential and commercial/industrial use scenarios and considered to be within the range of background concentrations.

CONCLUSIONS AND RECOMMENDATIONS
Ramboll understands that redevelopment plans for the site will likely include demolition of current site buildings and earthwork may include excavation to approximately 22 feet bgs for construction of the parking structure. In summary:

No VOCs or TPH were reported in the soil samples. The concentrations of lead in soil are considered to be within the range of background conditions.

Two metal above ground conduits were observed in the vicinity of the “gasol” pump and a petroleum-like odor was detected at the base of the conduit extending to an approximate depth of 2 TPH-ORO detections were qualified as “B” by the laboratory (indicating that ORO was detected in the laboratory blank samples).

D R A F T
4/4
5 feet bgs. A subsurface metallic anomaly, suggestive of piping, was detected in the area between the two conduits.

Based on observations of the conduits and the subsurface metallic anomaly identified near the historic “gasol” pump described above, as a precautionary measure Ramboll recommends that the contractor takes appropriate measures prior to removing the conduits and excavating soil in that area of the site.

CLOSURE
Ramboll appreciates the opportunity to work with you on this project. If you have any questions, please contact Eddie Arslanian at 213.943.6326.

Yours sincerely,
Eddie Arslanian, PE Seema Turner, PG Joshua Nandi
Principal Senior Managing Consultant Senior Consultant
D+1 213 943 6326 D+1 213 943 6332 D+1 949 798 3619
[email protected] [email protected] [email protected] Attachments

D R A F T
TABLES

D R A F T

FIGURES

KEY MAP
NOTES:

CONTOUR INTERVAL 20 FEET
SOURCE:

The National Map, 2018.

Map Scale: 1:24,000 Spatial Reference: NAD 1983 UTM Zone 10N; Map Center: 118°8'50"W 34°8'8"N Site Vicinity Map
5 South Arroyo Parkway
DRAFTED BY: J. Dishon DATE: 3/8/2018 Pasadena, California FIGURE
1 PROJECT: 1690006935
SITE
Legend
Approximate Site Boundary
0 0.5 1
Scale in Miles
0 2,000 4,000
Scale in Feet
DRAFT Attorney Work Product
Privileged and Confidential
0 40

SCALE IN FEET
Aerial Imagery Source: Google Earth (2016)
DRAFTED BY: J. Dishon DATE: 3/8/2018 PROJECT: 1690006935 FIGURE
2 Site Layout
511 South Arroyo Parkway
DRAFT Pasadena, California Attorney Work Product
Privileged and Confidential
Legend
Approximate Site Boundary
511 South Arroyo Parkway
Pasadena, California Attorney Work Product
Privileged and Confidential
")
!
!
SB-7
SB-6
0 20

SCALE IN FEET
Aerial Imagery Source: Google Earth (2016)
Legend
! Soil Boring Location
")
Notes:

1. Source: 1970 Sanborn figure

2. All feature locations are approximate
DRAFTED BY: J. Dishon DATE: 3/8/2018 PROJECT: 1690006935 FIGURE
3 Soil Boring Locations
511 South Arroyo Parkway
DRAFT Pasadena, California Attorney Work Product
Privileged and Confidential
2-inch Diameter Conduit
(Ramboll 2018)
Gasol Pump Location

D R A F T

ATTACHMENT A

LAB REPORT
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