cc 2023 AR 06/27 vista melrose residential project p22-0218 — Vista City Council, June 27, 2023 (part 3 of 6)

Native American Heritage Commission
Native American Contact List
San Diego County
9/6/2022
Barona Group of the Capitan
Inaja-Cosmit Band of Indians
Grande
Rebecca Osuna, Chairperson
Raymond Welch, Chairperson
2005 S. Escondido Blvd.
1095 Barona Road
Diegueno
Escondido, CA, 92025
Lakeside, CA, 92040
Phone: (760) 737 - 7628
Phone: (619) 443 - 6612
Fax: (760) 747-8568
Fax: (619) 443-0681
[email protected]
Jamul Indian Village
Campo Band of Diegueno
Lisa Cumper, Tribal Historic
Mission Indians
Preservation Officer
Ralph Goff, Chairperson
P.O. Box 612
36190 Church Road, Suite 1
Diegueno
Jamul, CA, 91935
Campo, CA, 91906
Phone: (619) 669 - 4855
Phone: (619) 478 - 9046
[email protected]
Fax: (619) 478-5818
[email protected]
Jamul Indian Village
Erica Pinto, Chairperson
Ewiiaapaayp Band of Kumeyaay
P.O. Box 612
Indians
Jamul, CA, 91935
Robert Pinto, Chairperson
Phone: (619) 669 - 4785
4054 Willows Road
Diegueno
Fax: (619) 669-4817
Alpine, CA, 91901
[email protected]
Phone: (619) 368 - 4382
Fax: (619) 445-9126
Kwaaymii Laguna Band of
[email protected]
Mission Indians
Carmen Lucas,
Ewiiaa as Band of Kume as

P YP Y Y
P.O. Box 775
Indians
Pine Valley, CA, 91962
Michael Garcia, Vice Chairperson
Phone: (619) 709 - 4207
4054 Willows Road
Diegueno
Alpine, CA, 91901
Phone: (619) 933 - 2200
La Jolla Band of Luiseno
Fax: (619) 445-9126
Indians
[email protected]
Norma Contreras, Chairperson
22000 Highway 76
lipay Nation of Santa Ysabel
Pauma Valley, CA, 92061
Virgil Perez, Chairperson
Phone: (760) 742 - 3771
P.O. Box 130
Diegueno
Santa Ysabel, CA, 92070
Phone: (760) 765 - 0845
La Posta Band of Diegueno
Fax: (760) 765-0320
Mission Indians
Javaughn Miller, Tribal
Administrator
lipay Nation of Santa Ysabel
8 Crestwood Road
Clint Linton, Director of Cultural
Boulevard, CA, 91905
Resources
Phone: (619) 478 - 2113
P.O. Box 507
Diegueno
Fax: (619) 478-2125
Santa Ysabel, CA, 92070
[email protected]
Phone: (760) 803 - 5694
[email protected]
Diegueno
Diegueno
Diegueno
Kwaaymii
Diegueno
Luiseno
Diegueno
This list is current only as of the date of this document. Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code, Section 5097.94 of the Public Resource Section 5097.98 of the Public Resources Code.

This list is only applicable for contacting local Native Americans with regard to cultural resources assessment for the proposed Vista Melrose Residential (PN 14613) Project, San Diego County.

PRO]-2022- 09/06/2022 01:56 PM 1 of 3
005260

La Posta Band of Diegueno
Mission Indians
Gwendolyn Parada, Chairperson
8 Crestwood Road
Boulevard, CA, 91905
Phone: (619) 478 - 2113
Fax: (619) 478-2125
[email protected]
Manzanita Band of Kumeyaay
Nation
Angela Elliott Santos, Chairperson
P.O. Box 1302
Boulevard, CA, 91905
Phone: (619) 766 - 4930
Fax: (619) 766-4957
Mesa Grande Band of Diegueno
Mission Indians
Michael Linton, Chairperson
P.O Box 270
Santa Ysabel, CA, 92070
Phone: (760) 782 - 3818
Fax: (760) 782-9092
[email protected]
Native American Heritage Commission
Native American Contact List
San Diego County
9/6/2022
Pechanga Band of Indians
Paul Macarro, Cultural Resources
Coordinator
Diegueno P.O. Box 1477 Luiseno
Temecula, CA, 92593
Phone: (951) 770 - 6306
Fax: (951) 506-9491
[email protected]
Pechanga Band of Indians
Mark Macarro, Chairperson
P.O. Box 1477 Luiseno
Diegueno Temecula, CA, 92593
Phone: (951) 770 - 6000
Fax: (951) 695-1778
[email protected]
Rincon Band of Luiseno Indians
Bo Mazzetti, Chairperson
One Government Center Lane Luiseno
Valley Center, CA, 92082
Diegueno Phone: (760) 749 - 1051
Fax: (760) 749-5144
[email protected]
Pala Band of Mission Indians
Shasta Gaughen, Tribal Historic
Preservation Officer
PMB 50, 35008 Pala Temecula Cupeno
Rd. Luiseno
Pala, CA, 92059
Phone: (760) 891 - 3515
Fax: (760) 742-3189
[email protected]
Pauma Band of Luiseno Indians
Temet Aguilar, Chairperson
P.O. Box 369 Luiseno
Pauma Valley, CA, 92061
Phone: (760) 742 - 1289
Fax: (760) 742-3422
[email protected]
Rincon Band of Luiseno Indians
Cheryl Madrigal, Tribal Historic
Preservation Officer
One Government Center Lane Luiseno
Valley Center, CA, 92082
Phone: (760) 297 - 2635
[email protected]
San Luis Rey Band of Mission
Indians
1889 Sunset Drive
Vista, CA, 92081
Phone: (760) 724 - 8505
Fax: (760) 724-2172
[email protected]
San Luis Rey Band of Mission
Indians
San Luis Rey, Tribal Council
1889 Sunset Drive
Vista, CA, 92081
Phone: (760) 724 - 8505
Fax: (760) 724-2172
[email protected]
Luiseno
Luiseno
This list is current only as of the date of this document. Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code, Section 5097.94 of the Public Resource Section 5097.98 of the Public Resources Code.

This list is only applicable for contacting local Native Americans with regard to cultural resources assessment for the proposed Vista Melrose Residential (PN 14613) Project, San Diego County.

PRO]-2022- 09/06/2022 01:56 PM 2 of 3
005260

San Pasqual Band of Diegueno
Mission Indians
John Flores, Environmental
Coordinator
P. O. Box 365
Valley Center, CA, 92082
Phone: (760) 749 - 3200
Fax: (760) 749-3876
[email protected]
San Pasqual Band of Diegueno
Mission Indians
Allen Lawson, Chairperson
P.O. Box 365
Valley Center, CA, 92082
Phone: (760) 749 - 3200
Fax: (760) 749-3876
[email protected]
Soboba Band of Luiseno
Indians
Isaiah Vivanco, Chairperson
P. O. Box 487
San Jacinto, CA, 92581
Phone: (951) 654 - 5544
Fax: (951) 654-4198
[email protected]
Soboba Band of Luiseno
Indians
Joseph Ontiveros, Cultural
Resource Department
P.O. BOX 487
San Jacinto, CA, 92581
Phone: (951) 663 - 5279
Fax: (951) 654-4198
[email protected]
Sycuan Band of the Kumeyaay
Nation
Cody Martinez, Chairperson
1 Kwaaypaay Court
El Cajon, CA, 92019
Phone: (619) 445 - 2613
Fax: (619) 445-1927
[email protected]
Native American Heritage Commission
Native American Contact List
San Diego County
9/6/2022
Diegueno
Diegueno
Cahuilla
Luiseno
Cahuilla
Luiseno
Kumeyaay
Sycuan Band of the Kumeyaay
Nation
Kristie Orosco, Kumeyaay
Resource Specialist
1 Kwaaypaay Court
El Cajon, CA, 92019
Phone: (619) 445 - 6917
Viejas Band of Kumeyaay
Indians
John Christman, Chairperson
1 Viejas Grade Road
Alpine, CA, 91901
Phone: (619) 445 - 3810
Fax: (619) 445-5337
Viejas Band of Kumeyaay
Indians
Ernest Pingleton, Tribal Historic
Officer, Resource Management
1 Viejas Grade Road
Alpine, CA, 91901
Phone: (619) 659 - 2314
[email protected]
Kumeyaay
Diegueno
Diegueno
This list is current only as of the date of this document. Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code, Section 5097.94 of the Public Resource Section 5097.98 of the Public Resources Code.

This list is only applicable for contacting local Native Americans with regard to cultural resources assessment for the proposed Vista Melrose Residential (PN 14613) Project, San Diego County.

PRO]-2022- 09/06/2022 01:56 PM 3 of 3
005260

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760.632.0164
Cultural Department ,
San Luis Rey Band of Mission Indians
1889 Sunset Dr.

Vista, CA 92081
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Cultural Department,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

The Native American Heritage Commission conducted a Sacred Lands file search. Native American cultural resources were identified within a one -mile distance of the proposed project area. I am writing as part of the consultation process in order to find out if you, or your tribal community, have any knowledge of cultural resources or places that may be impacted by the proposed project.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

I
n
A�
2 DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450 1818 F 760.632.0164
Tribal Council,
San Luis Rey Band of Mission Indians
1889 Sunset Dr.

Vista, CA 92081
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Tribal Council,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760632-0164
Mr. Temet Aguilar, Chairperson
Pauma & Yuima Reservation
P.O. Box 369
Pauma Valley, CA 92061
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Mr. Aguilar,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760.632.0164
Ms. Sheilia Alvarez,
Barona Group of the Capitan Grande
1095 Barona Road
Lakeside, CA 92040
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Ms. Alvarez,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760-632-0164
Ms. Norma Contreras, Chairperson
La Jolla Band of Mission Indians
22000 Highway 76
Pauma Valley, CA 92061
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Ms. Contreras,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760632-0164
Ms. Lisa Cumper, THPO
Jamul Indian Village
P.O. Box 612
Jamul, CA 91935
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Ms. Cumper,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450 1818 F 760.632.0164
Mr. Michael Garcia, Vice Chairperson
Ewiiaapaayp Tribe
4054 Willows Road
Alpine, CA 91901
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Mr. Garcia,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760.632.0164
Ms. Shasta Gaughen, Tribal Historic Preservation Officer Pala Band of Mission Indians
35008 Pala Temecula Rd.

Pala, CA 92059
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Ms. Gaughen,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450 1818 F 760632-0164
Mr. Ralph Goff, Chairperson
Campo Band of Diegueno Mission Indians
36190 Church Road, Suite 1
Campo, CA 91906
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Mr. Goff,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760-632.0164
Mr. Clint Linton, Director of Cultural Resources
Ipay Nation of Santa Ysabel
P.O. Box 507
Santa Ysabel, CA 92070
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Mr. Linton,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760-632.0164
Mr. Michael Linton, Chairperson
Mesa Grande Band of Dieguneo Mission Indians
P.O. Box 270
Santa Ysabel, CA 92070
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Mr. Linton,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760.632.0164
Ms. Carmen Lucas,
Kwaaymii Laguna Band of Mission Indians
P.O. Box 775
Pine Valley, CA 91962
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Ms. Lucas,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760632-0164
Mr. Mark Macarro, Chairperson
Pechanga Band of Mission Indians
P.O. Box 1477
Temecula, CA 92593
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Mr. Macarro,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450 1818 F 760-632.0164
Mr. Paul Macarro, Cultural Resources Manager
Pechanga Band of Mission Indians
P.O. Box 1477
Temecula, CA 92593
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Mr. Macarro,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760-632.0164
Ms. Cheryl Madrigal, Tribal Historic Preservation Officer Rincon Band of Mission Indians
One Governement Center Lane
Valley Center, CA 92082
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Ms. Madrigal,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760.632.0164
Mr. Bo Mazzetti, Chairperson
Rincon Band of Luiseno Indians
1 Government Center Lane
Valley Center, CA 92082
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Mr. Mazzetti,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760-632.0164
Ms. Javaughn Miller, Tribal Administrator
La Posta Band of Diegueno Mission Indians
8 Crestwood Rd.

Boulevard, CA 91905
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Ms. Miller,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760.632.0164
Ms. Rebecca Osuna, Chairperson
Inaja-Cosmit Band of Indians
2005 S. Escondido Blvd.

Escondido, CA 92025
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Ms. Osuna,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760.632.0164
Ms. Gwendolyn Parada, Chairperson
La Posta Band of Diegueno Mission Indians
8 Crestwood Rd.

Boulevard, CA 91905
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Ms. Parada,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760.632.0164
Mr. Virgil Perez, Chairperson
lipay Nation of Santa Ysabel
P.O. Box 130
Santa Ysabel, CA 92070
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Mr. Perez,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760632-0164
Ms. Erica Pinto, Chairperson
Jamul Indian Village
P.O. Box 612
Jamul, CA 91935
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Ms. Pinto,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760.632.0164
Mr. Robert Pinto, Chairperson
Ewiaapaayp Tribe
4054 Willow Rd.

Alpine, CA 91901
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Mr. Pinto,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760-632-0164
Mr. Edwin (Thorpe) Romero, Chairperson
Barona Group of the Capitan Grande
1095 Barona Road
Lakeside, CA 92040
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Mr. Romero,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800 450-1818 F 760632-0164
Ms. Angela Elliott Santos, Chairperson
Manzanita Band of Kumeyaay Nation
P.O. Box 1302
Boulevard, CA 91905
Subject: Information Request for the Vista Melrose Residential Project, City of Vista, California Dear Ms. Santos,
The City of Vista (City) is proposing construction of a 34-single family residential development, a private road, dog park, a tot lot, and a rock garden in the community of Encinitas, California (Figure 1). The proposed project comprises approximately 5.28 acres and is located at 560 S. Melrose Drive and 622 S. Melrose Drive in the City of Vista. This project falls on Section 25, Township 11 South, Range 4 West of the San Luis Rey, California U.S.

Geological Survey (USGS) 7.5-minute quadrangle.

If you have any information or concerns pertaining to such information, please contact me by phone or email.

Respectfully, �
r1Mlµ--
Makayla Murillo, B.A.

Archaeologist
DUDEK
Phone: (760) 846-5874
Email: [email protected]
Attachments: Figure 1. Regional project map.

Chairperson:

Neal Ibanez
PCKAnGA CULTURAL RESOURCES Vice Chairperson:

Pechanga Band of Indians Bridgett Barcello
Committee Members:

Post Office. Box 2183 • Temecula, CA 92593
Darlene Miranda
Telephone (951) 770-6300 - Fax (951) 506-9491
Richard B. Scearce, III
Robert Villalobos
Shevon Torres
Juan Rodriguez
Direcctor:

Gary DuBois
Coordinator:

Paul Macarro
September 08, 2022
Cultural Analyst:

Tuba Ebru Ozdil
VIA E-Mail and USPS
Makayla Murillo, B.A., RPA
Archaeologist
DUDEK
605 Third Street,
Encinitas, CA. 92024
RE: Request for Information for the Vista Melrose Residential Project, City of Vista, San Diego County, CA
Dear Ms. Murillo,
The Pechanga Band of Indians ("the Tribe") appreciates your request for information regarding the above referenced Project. After reviewing the provided maps and our internal documents, we have determined that the Project -area is not within our Reservation land's, although it is located in Our Ancestral Territory. At this time, we are interested in participating in this Project based upon our 'Ayelkwish/Traditional Knowledge of the area. This Project is situated 4.87 miles due east to our Traditional Cultural Property. There are two Ancestral Placenames at .60 and .78 of -a -mile (respectively) away from the APE. This Project is .37 of -a -mile from a large cultural -archaeological site. Buena Vista Creek is situated .46 of -a -mile due north of the Project's boundary which is very concerning, because of our Culture's -practice for the Ancestors being buried near confluences -of or near long-term waterways. A 1900 Historic Plat Map shows this Project -parcel being .34 of -a - mile due east of "J. Boyle's House" and .55 of -a -mile due west of "P. Boyle's House." Typically, a good place to live for the Ancestors became a good place to live for historic -era homesteaders.

Historic aerials from 1938-forward depict this property as being undeveloped until the early 1960's, when a church was erected on the western -portion of the parcel. From 1938 to the present-day the majority of the field, on eastern -portion has remained undeveloped. The Tribe anticipates that intact native soils lay beneath the east -side of this parcel's plow -zone.

Considering this information provided above, the nearby presence or Ancestral human remains, and because of extensive previously recorded sites in this Project's vicinity the Tribe therefore, is interested in participating in this Project. The Pechanga Tribe believes that the possibility of recovering sensitive subsurface resources during ground -disturbing activities for this Project is extremely high.

The Tribe is dedicated to providing comprehensive cultural information to you and your firm for inclusion in the archaeological study as well as to the Lead Agency for CEQA review. At this time, the Tribe requests the following so we may continue the consultation process and to provide adequate and appropriate recommendations for the Project:

Sacred Is The Duty Trusted Unto Our Care And With Honor We Rise To The Need

1) Notification once the Project begins the entitlement process, if it has not already; 2) Copies of all applicable archaeological reports, site records, proposed grading plans and environmental documents (EA/IS/MND/EIR, etc);
3) Government -to -government consultation with the Lead Agency; and 4) The Tribe believes that monitoring by a San Diego County qualified archaeologist and a professional Pechanga Tribal Monitor may be required during earthmoving activities. Therefore, the Tribe reserves its right to make additional comments and recommendations once the environmental documents have been received and fully reviewed. Further, in the event that subsurface cultural resources are identified, the Tribe requests consultation with the Project proponent and Lead Agency regarding the treatment and disposition of all artifacts.

As a Sovereign governmental entity, the Tribe is entitled to appropriate and adequate government -to -government consultation regarding the proposed Project. We would like you and your client to know that the Tribe does not consider initial inquiry letters from project consultants to constitute appropriate government -to -government consultation, but rather tools to obtain further information about the Project area. Therefore, the Tribe reserves its rights to participate in the formal environmental review process, including government -to -government consultation with the Lead Agency, and requests to be included in all correspondence regarding this Project.

Please note that we are interested in participating in surveys within Luiseno Ancestral territory.

Prior to conducting any surveys, please contact the Cultural Department to schedule specifics. If you have any additional questions or comments, please contact me at pmacarro@pechanga- nsn.gov or 951-770-6306.

Sincerely,
Paul E. Macarro
Cultural Coordinator
Pechanga Reservation
Pechanga Cultural Resources • Pechanga Band of Indians
Post Office Box 2183 ■ Temecula, CA 92592
Sacred Is The Duty Trusted Unto Our Care And With Honor We Rise To The Need

Rincon Band of Luiseno Indians

CULTURAL RESOURCES DEPARTMENT
One Government Center Lane I Valley Center I CA 92082
(760) 749-1092 1 Fax: (760) 749-8901 1 rincon-nsn.gov
October 17, 2022
Sent via email: mmurillo(&dudek.com
DUDEK
Makayla Murillo
605 Third Street
Encinitas, CA 92024
Re: Vista Melrose Residential Project, City of Vista, California Dear Ms. Murillo,
of LoisPho
This letter is written on behalf of the Rincon Band of Luiseno Indians ("Rincon Band" or "Tribe"), a federally recognized Indian Tribe and sovereign government. We have received your notification regarding the above referenced project and we thank you for the opportunity to provide information pertaining to cultural resources. The identified location is within the Territory of the Luiseno people, and is also within Rincon Band's specific Area of Historic Interest (AHI).

Based on the information provided to us, the Rincon Band recommends conducting an archaeological/cultural resources study, to include an archeological record search and complete intensive survey of the property. Additionally, we ask that a professional Tribal monitor from the Rincon Band to accompany the archaeologist during the survey.

The Rincon Band further requests to consult directly with the lead agency regarding project impacts to cultural resources. While it is not the responsibility of consultants to facilitate State -mandated consultation, the request is included in this letter, so the lead agency is aware of the Tribe's concerns about the project.

If you have additional questions or concerns, please do not hesitate to contact our office at your convenience at (760) 749-1092 or via electronic mail at [email protected]. We look forward to working together to protect and preserve our cultural assets.

Sincerely,
Cheryl Madrigal
Tribal Historic Preservation Officer
Cultural Resources Manager
Bo Mazzetti Tishmall Turner Laurie E. Gonzalez John Constantino Joseph Linton Chairman Vice Chair Council Member Council Member Council Member

Appendix E
Geotechnical and Infiltration Evaluation

GEOTECHNICAL AND INFILTRATION EVALUATION
PROPOSED 34-LOT RESIDENTIAL DEVELOPMENT
APNS 166-280-60, -61 AND -18

SOUTH MELROSE DRIVE AND MATAGUAL DRIVE

VISTA, SAN DIEGO COUNTY, CALIFORNIA

PREPARED FOR
TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION
2942 CENTURY PLACE, SUITE 121
COSTA MESA, CALIFORNIA 92626
PROJECT No. 3706-SD

PREPARED BY
GEOTEK, INC.
1 548 NORTH MAPLE STREET
CORONA, CALIFORNIA 92878
'cx'
GEOTEK
AUGUST 3, 2021

GeoTek, Inc.
1548 North Maple Street, Corona, California 92878
(951) 710-1 160 Office (951) 710-1 167 Fax www.geotekusa.com August 3, 2021
Project No. 3706-SD
TTLC Management, Inc. an Arizona Corporation
2942 Century Place, Suite 121
Costa Mesa, California 92626
Attention: Mr. Michael Torres
Subject: Geotechnical and Infiltration Evaluation
Proposed 34-Lot Residential Development
APNs 166-280-60, -61 AND -18
South Melrose Drive and Matagual Drive
Vista, San Diego County, California
Dear Mr. Torres:

GeoTek, Inc. (GeoTek) is pleased to provide the results of this geotechnical and infiltration evaluation for the proposed project located in Vista, San Diego County, California. This report presents the results of GeoTek's evaluation, discussion of findings, and provides geotechnical recommendations for foundation design and construction.

Based upon review and evaluation, site development appears feasible from a geotechnical viewpoint provided that the recommendations included in this report are incorporated into the design and construction phases of the project.

GEOTECHNICAL I ENVIRONMENTAL I MATERIALS

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page 2
The opportunity to be of service is sincerely appreciated. If you should have any questions, please do not hesitate to contact GeoTek.

Respectfully
submitted,
GeoTek, Inc.

Bruce A. Hick
GE 2244, Exp. 12/31/22
Geotechnical Engineer
Kyle R. McHargue
PG 9790, Exp. 02/28/22
Project Geologist
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Edward H. LaMont
CEG 1892, Exp. 07/31 /22
Principal Geologist
G:\Projects\Vista Projects\3706-SD\Geotechnical and Infiltration Investigation\3706-CR Geotechnical and Infiltration Evaluation Vista.doc

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page i

TABLE OF CONTENTS
I. PURPOSE AND SCOPE OF SERVICES.............................................................................................

2. SITE DESCRIPTION AND PROPOSED DEVELOPMENT............................................................... 1

2.1 SITE DESCRIPTION.................................................................................................................................................................. 1

2.2 PROJECT DESCRIPTION..........................................................................................................................................................2

3. FIELD EXPLORATION AND LABORATORY TESTING................................................................3

3.1 FIELD EXPLORATION...............................................................................................................................................................3

3.2 LABORATORY TESTING..........................................................................................................................................................4

4. GEOLOGIC AND SOILS CONDITIONS...........................................................................................4

4.1 REGIONAL SETTING................................................................................................................................................................4

4.2 GENERAL SOIL CONDITIONS................................................................................................................................................5

4.2. I Fill.........................................................................................................................................................................................................5

4.2.2 Alluvial Fan Deposits......................................................................................................................................................................5

4.2.3 Granitic Bedrock..............................................................................................................................................................................6

4.3 SURFACE WATER AND GROUNDWATER............................................................................................................................6

4.3.1 Surface Water.................................................................................................................................................................................6

4.3.2 Groundwater.....................................................................................................................................................................................6

4.4 FAULTING AND SEISMICITY....................................................................................................................................................6

4.4.1 Faulting...............................................................................................................................................................................................6

4.4.2 Seismic Design Parameters..........................................................................................................................................................7

4.5 LIQUEFACTION........................................................................................................................................................................7

4.6 OTHER SEISMIC HAZARDS.....................................................................................................................................................8 S. CONCLUSIONS AND RECOMMENDATIONS................................................................................8

5.1 GENERAL..................................................................................................................................................................................8

5.2 EARTHWORK CONSIDERATIONS..........................................................................................................................................8

5.2.1 General...............................................................................................................................................................................................8

5.2.2 Site Clearing......................................................................................................................................................................................9

5.2.3 Site Preparation...............................................................................................................................................................................9

5.2.4 Engineered Fill..................................................................................................................................................................................9

5.2.5 Transition Lot Condition............................................................................................................................................................. 10

5.2.6 Oversized Rock Disposal........................................................................................................................................................... 10

5.2.7 Excavation Characteristics........................................................................................................................................................ 10

5.2.8 Trench Excavations and Back fill............................................................................................................................................. 10

5.2.9 Shrinkage and Bulking................................................................................................................................................................ I I

5.2.10 Grading Plan Review............................................................................................................................................................. I I

5.3 DESIGN RECOMMENDATIONS............................................................................................................................................. 12

5.3.1 Foundation Design Criteria....................................................................................................................................................... 12

5.4 RETAINING AND GARDEN WALL DESIGN AND CONSTRUCTION................................................................................ 16

5.5 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS................................................................................................. 19

5.6 CONCRETE CONSTRUCTION..............................................................................................................................................20

5.6.1 General .........................

5.6.2 Concrete Mix Design
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G E O T E K
20 20

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page ii

TABLE OF CONTENTS

5.6.3 Concrete Flotwork........................................................................................................................................................................20

5.6.4 Concrete Performance................................................................................................................................................................21

5.7 POST CONSTRUCTION CONSIDERATIONS.......................................................................................................................21

5.7. I Landscape Maintenance and Planting..................................................................................................................................21

5.7.2 Drainage.........................................................................................................................................................................................22

5.8 PLAN REVIEW AND CONSTRUCTION OBSERVATIONS....................................................................................................22

6. INTENT............................................................................................................................................... 23

7. LIMITATIONS....................................................................................................................................23

8. SELECTED REFERENCES.................................................................................................................24

ENCLOSURES
Figure I — Site Location Map
Figure 2 — Boring Location Map
Appendix A
— Logs of Exploratory Borings
Appendix B —
Results of Laboratory Testing
Appendix C
— Percolation Data & Porchet Calculations
Appendix D
— General Earthwork Grading Guidelines
'91�

G E O T E K

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page

1. PURPOSE AND SCOPE OF SERVICES
The purpose of this study was to evaluate the geotechnical engineering and geologic conditions at the project site, as outlined in GeoTek's proposal P-0601421-SD, dated June 18, 2021.

Services provided for this study included the following:
■ Research and review of available geologic data and general information pertinent to the site,
■ Site exploration consisting of the excavation, logging, and sampling of eight (8) exploratory test borings extending to depths ranging from 5.5 to 20.5 feet below grade, ■ Excavation of two (2) additional percolation borings to a depth of about five (5) feet below grade and performing an infiltration test in each boring, ■ Laboratory testing of soil samples collected during the field investigation, ■ Review and evaluation of site seismicity, and
■ Preparation of this geotechnical report which presents GeoTek's findings, conclusions, and recommendations for this site.
f►AW-11119:1D7*Is]:I120Eel ►I_1►107J:Z07161-14111DIWA4Ice] J'u14►III I

2.1 SITE DESCRIPTION
The approximate 5.28-acre irregular -shaped project site is located adjacent to the southeast corner of South Melrose Drive and Matagual Drive, in the City of Vista, San Diego County, California (See Figure 1). Access to the site is available from South Melrose Street and Matagual Street, both paved improved streets, located adjacent to the western and northern boundaries of the site, respectively. Access to the site is available from poorly maintained asphalt concrete driveways off South Melrose Drive and Matagual Drive leading to single family residences in the southeast and northeast corners of the site. The site is bordered to the south by existing commercial devlopments and existing single-family residences and to the east by single-family residences.
'G�'

G E O T E K

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page 2
Topographically, the site slopes moderately downward to the north/northwest. Elevation of the southwestern portion of the the site is approximately 415 feet with approximately 80 feet of elevation differential across the site.

An existing church and adjacent asphalt concrete paved parking lot was present in the western portion of the site at the time of the field exploration (see Figure 2). An existing single-family residence and associated improvements were present in the southeast corner of the site at the time of the field exploration. The northeast, eastern and majority of the southeastern portions of the site consisted of vacant land. This portion of the site was vegetated with a sparse covering of weeds, grasses and brush.

2.2 PROJECT DESCRIPTION
Based upon correspondence, GeoTek understands the property is to be developed with about 34 single-family residential lots and associated infrastructure improvements. Stormwater disposal is to be by means of a stormwater detention basin in the north-northeast portion of the subject site.

The proposed residential structures are anticipated to be of wood -frame construction, one- to two -stories in height, and incorporate conventional shallow foundations and concrete slab -on - grade floors. It is our understanding that sewage disposal will be by a public sewer. For the purposes of this report, it is assumed maximum column and wall loads will be about 50 kips and 2.5 kips per foot, respectively. Specific site development plans were not provided as of the date of this report. Once actual loads are known that information should be provided to GeoTek to determine if modifications to the recommendations presented in this report are warranted.

If site development differs from the assumptions made herein, the recommendations included in this report should be subject to further review and evaluation. Site development plans should be reviewed by GeoTek when they become available. '91�

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TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page 3

3. FIELD EXPLORATION AND LABORATORY TESTING

3.1 FIELD EXPLORATION
The field exploration for this report was conducted on July 8, 2021 and consisted of excavating eight (8) geotechnical exploratory test borings with a hollow -stem drill rig to depths ranging from about 5.5 to 20.5 feet below grade. All borings were terminated due to encountering refusal on the underlying bedrock. The approximate locations of the GeoTek excavations are shown on the Boring Location Map (Figure 2). A geologist from GeoTek logged the excavations and collected earth material samples for use in subsequent laboratory testing. The logs of the exploratory borings are included in Appendix A.

Bulk and relatively undisturbed soil samples were recovered at various intervals in the geotechnical borings with a California sampler. The California sampler is a 3-inch outside diameter, 2.5-inch inside diameter, split barrel sampler lined with brass rings. The sampler was 18 inches long. The sampler conformed to the requirements of ASTM D 3550. A 140-pound automatic trip hammer was utilized, dropping 30 inches for each blow. The relatively undisturbed samples, together with bulk samples of representative soil types, were returned to the laboratory for testing and evaluation. The California sampler test data are presented on the boring logs in Appendix A.

Percolation Testing
In addition to the geotechnical exploratory borings, two percolation borings (I- I and 1-2) were excavated in the area of the proposed storm water management basin to depths of about 5 feet. Infiltration/percolation testing was conducted in these borings in general accordance with the requirements of the City of Vista.

The percolation tests consisted of drilling an eight -inch diameter test hole to the desired depth and installing approximately two inches of gravel in the bottom of the hole. A three-inch diameter perforated PVC pipe, wrapped in a filter sock, was placed in the excavations and the annular space was filled with gravel to prevent caving within the boring. Water was then placed in the borings to presoak the holes and percolation testing was performed the following the pre-soak period. Following presoaking, the percolation tests were performed which consisted of adding water to each test hole and measuring the water drop over a 30-minute period. The water drop was recorded for twelve test intervals. Water was added to the test holes after each test interval. The field percolation rates were then converted to an infiltration rate using the Porchet Method.
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TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page 4
The results of the conversions indicate an infiltration rate of 0.05 inch per hour, indicating very low infiltration rates. Copies of the percolation data sheets and the Porchet infiltration rate conversion calculations are presented in Appendix C. No factors of safety were applied to the rates provided. Over the lifetime of the infiltration areas, the infiltration rates may be affected by sediment build up and biological activities, as well as local variations in near surface soil conditions. A suitable factor of safety should be applied to the field rate in designing the infiltration system.

It should be noted that the infiltration rates provided above were performed in relatively undisturbed on -site soils. Infiltration rates will vary and are mostly dependent on the underlying consistency of the site soils and relative density. Infiltration rates may be impacted by weight of equipment travelling over the soils, placement of engineered fill and other various factors. GeoTek assumes no responsibility or liability for the ultimate design or performance of the storm water facility.

3.2 LABORATORY TESTING
Laboratory testing was performed on selected relatively undisturbed ring and bulk samples collected during the field exploration. The purpose of the laboratory testing was to confirm the field classification of the materials encountered and to evaluate their physical properties for use in the engineering design and analysis. Results of the laboratory testing program along with a brief description and relevant information regarding testing procedures are included on the exploratory borings logs included in Appendix A.

4. GEOLOGIC AND SOILS CONDITIONS

4.1 REGIONAL SETTING
The subject property is located in the Peninsular Ranges geomorphic province. The Peninsular Ranges province is one of the largest geomorphic units in western North America. Basically, it extends roughly 975 miles from the north and northeasterly adjacent the Transverse Ranges geomorphic province to the peninsula of Baja California. This province varies in width from about 30 to 100 miles. It is bounded on the west by the Pacific Ocean, on the south by the Gulf of California and on the east by the Colorado Desert Province. '91�

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The Peninsular Ranges are essentially a series of northwest -southeast oriented fault blocks.

Several major fault zones are found in this province. The Elsinore Fault zone and the San Jacinto Fault zones trend northwest -southeast and are found in the near the middle of the province. The San Andreas Fault zone borders the northeasterly margin of the province. The closest known active fault is the Newport -Inglewood -Rose Canyon Fault Zone located approximately 10 miles west of the site. No faults are shown in the immediate site vicinity on the map reviewed for the area.

4.2 GENERAL SOIL CONDITIONS
A brief description of the earth materials encountered is presented in the following section.

Based on the site reconnaissance, the exploratory excavations and review of published geologic maps, the area investigated is locally underlain by undocumented fill that is locally underlain by alluvial fan deposits over granitic bedrock.

4.2.1 Fill
Fill was encountered in exploratory borings B- I and B-8 to depths ranging from approximately

2.5 to 9.5 feet below existing grade. The fill encountered in the test borings generally consisted of silty sand and clayey sand (SM and SC soil types based upon the Unified Soil Classification System). These fills appear to have been placed as part of the development of the existing church facility in the northwestern portion of the site. Greater depths of fill may be present within unexplored areas of the site.

4.2.2 Alluvial Fan Deposits
Alluvial fan deposits were encountered in the borings beneath the fill soils and surficially in most of the other borings conducted on the site. These soils extended to depths ranging from approximately 2.5 to 13 feet below existing grade. The depth of the alluvial fan deposits appears thickest in the northern portion of the site and thinnest in the southeastern portion of the site. As encountered in the borings, the alluvial fan deposits consisted predominately of sandy and silty clays with layers of silty sands and clayey sands (CL, SM and SC soil types based upon the Unified Soil Classification System).

Based on the laboratory test results, the near surface soils have a "medium" expansion potential (ASTM D 4829). Based on the laboratory test results, the near surface soils have a soluble sulfate content of less than 0.1 percent (ASTM D 4327). The test results are provided in Appendix B.
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4.2.3 Granitic Bedrock
Granitic bedrock (tonalite) was encountered at depth in all of the geotechnical borings. The bedrock consists of a gray -white, coarse -grained granitoid. This material can be found to be mafic-rich in some areas making it darker in color. The bedrock consists of predominately quartz and plagioclase with biotite and amphibole. Where encountered, the bedrock was found to be highly weathered at the soil/bedrock contact but becomes less weathered with depth. All geotechnical borings were terminated due to encountering hard bedrock. As encountered in the borings, the bedrock excavated as silty sand (SM soil type).

4.3 SURFACE WATER AND GROUNDWATER

4.3.1 Surface Water
If encountered during earthwork operations, surface water on this site is the result of precipitation or possibly some minor surface run-off from the surrounding areas. Overall site area drainage varies due to the site topography and existing improvements. Provisions for surface drainage will need to be accounted for by the project civil engineer.

4.3.2 Groundwater
Groundwater was not encountered within any of the test borings drilled at the site to the maximum depth drilled of 20.5 below the existing ground surface. Based on a review of information contained in the State Water Resources Control Board database ( http://www.water.ca.gov/waterdatalibrarY/) and the GeoTracker website, groundwater is estimated to be about 30 feet below ground surface. Based on the results of the field exploration, review of site area geomorphology and geology, groundwater is not anticipated to adversely affect the proposed improvements.

4.4 FAULTING AND SEISMICITY

4.4.1 Faulting
The geologic structure of the entire southern California area is dominated mainly by northwest -trending faults associated with the San Andreas system. The site is in a seismically active region. No active or potentially active fault is known to exist at this site nor is the site situated within an "Alquist-Priolo" Earthquake Fault Zone or a Special Studies Zone (Bryant and Hart, 2007). No faults transecting the site were identified on the readily available geologic maps reviewed. The nearest known active fault is the Newport Inglewood -Rose Canyon fault located about 10 miles to the south and southwest of the site. 'G�'

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4.4.2 Seismic Design Parameters
The site is located at approximately 33.1871 degrees West Latitude and -1 17.2525 degrees North Longitude. Site spectral accelerations (Sa and Si) for 0.2 and 1.0 second periods for a Class "C" site were determined from the SEAOC/OSHPD web interface that utilizes the USGS web services and retrieves the seismic design data and presents that information in a report format. These values are presented in the following table:

SITE SEISMIC PARAMETERS
Mapped 0.2 sec Period Spectral Acceleration, Ss

0.916
Mapped 1.0 sec Period Spectral Acceleration, S,

0.338
Site Coefficient for Site Class "C", Fa

1.2 Site Coefficient for Site Class "C", Fv

1.5 Maximum Considered Earthquake Spectral Response Acceleration

1.099g
for 0.2 Second, Sm,
Maximum Considered Earthquake Spectral Response Acceleration

0.507g
for 1.0 Second, SM,
5% Damped Design Spectral Response Acceleration Parameter at

0.733g

0.2 Second, Sm
5% Damped Design Spectral Response Acceleration Parameter at I

0.338g
second, Sol
Peak Ground Acceleration PGAr,

0.476
Seismic Design Category
I D
Final selection of the appropriate seismic design coefficients should be made by the project structural engineer based upon the local practices and ordinances, expected building response and desired level of conservatism.

4.5 LIQUEFACTION
Liquefaction describes a phenomenon in which cyclic stresses, produced by earthquake -induced ground motion, create excess pore pressures in relatively cohesionless and some low -plastic silt and clay soils. These soils may thereby acquire a high degree of mobility, which can lead to lateral movement, sliding, settlement of loose sediments, sand boils and other damaging deformations. This phenomenon occurs only below the water table, but, after liquefaction occurs, the liquefied soil/water matrix can propagate upward into overlying non -saturated soil as excess pore water dissipates.

The factors known to influence liquefaction potential include soil type and grain size, relative density, plasticity, groundwater level, confining pressures, and both intensity and duration of ground shaking. In general, materials that are susceptible to liquefaction are loose, saturated 'G�'

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granular soils having low fines content under low confining pressures and some low plastic silts and clays.

Due to the lack of shallow groundwater at the project sites and presence of relatively shallow hard bedrock, the liquefaction potential for this project is considered low. Due to the dense to very dense nature of the subsurface soils and presence of relatively shallow bedrock, seismic induced ("dry sand") settlements are estimated to be minimal.

4.6 OTHER SEISMIC HAZARDS
Evidence of landslides or slope instabilities at the subject site was not observed during our investigation or geologically mapped in the general vicinity (Kennedy, M.P., Tan, S.S., Bovard, K.R., Alvarez, R.M., Watson, M.J., and Gutierrez, C.I., 2007).

The potential for secondary seismic hazards such as a seiche and tsunami is considered negligible due to site elevation and distance from an open body of water.

S. CONCLUSIONS AND RECOMMENDATIONS

5.1 GENERAL
Development of the site appears feasible from a geotechnical engineering viewpoint. The following recommendations should be incorporated into the design and construction phases of development.

5.2 EARTHWORK CONSIDERATIONS

5.2.1 General
Earthwork and grading should be performed in accordance with the applicable grading ordinances of the County of San Diego, City of Vista and the 2019 California Building Code (CBC), and recommendations contained in this report. The Grading Guidelines included in Appendix D outline general procedures and do not anticipate all site -specific situations. In the event of conflict, the recommendations presented in the text of this report should supersede those contained in Appendix D.
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5.2.2 Site Clearing
Initial site preparation should commence with removal of existing structures, underground utilities, slabs, pavements, debris, deleterious materials and vegetation within the limits of the planned improvements. As previously discussed, exiting structures and underground utilities are present in the southeastern and west -central, and possible other, portions of the site.

These materials should be properly disposed of off -site. Alternatively, some asphalt and concrete may be broken down and incorporated into site fill if allowed by the local governing agency. Voids resulting from removing any materials should be replaced with engineered fill materials with expansion characteristics similar to the onsite materials.

5.2.3 Site Preparation
Due to the non -uniform nature and thickness of the near -surface undocumented fill and alluvial fan deposits, and anticipated disturbance of the upper site soils to the demolition of existing structures, it is recommended that the soils be removed beneath the planned building footprint of the proposed structure to a depth of at least 4 feet below existing grade, or two (2) feet beneath the base of the proposed foundations, whichever is greater. Removal bottoms should be relatively uniform in soil type which is not visibly porous and having an in -place density of at least 85 percent of the soil's maximum dry density as determined by ASTM D 1557 test procedures. A representative of this firm should observe and approve the bottom of all remedial excavations. The lateral extent of this recommended over -excavation should extend at least 5 feet beyond the building or foundation limits.

Following site clearing operations, over -excavation and lowering of site grades, where necessary, it is recommended that the exposed subgrade soils beneath all surface improvements be proof rolled with a heavy rubber -tired piece of construction equipment approved by and in the presence of the geotechnical engineering representative. The proof rolling equipment should possess a minimum weight of 15 tons and proof rolling should include at least 4 passes, two in each perpendicular direction. All soil that ruts or excessively deflects during proof rolling should be removed as recommended by the GeoTek representative. Following proof rolling and removal of any unsuitable bearing soil, the exposed subgrade should be scarified to a depth of about 12 inches, be moisture conditioned to slightly above the soil's optimum moisture content and then be compacted to at least 90 percent of the soil's maximum dry density as determined by ASTM D-1557 test procedures.

5.2.4 Engineered Fill
The on -site soils are generally considered suitable for reuse as engineered fill provided they are free from vegetation, debris, oversized materials (-6 inches) and other deleterious material.

All areas should be brought to final subgrade elevations with fill materials that are placed and compacted in general accordance with minimum project standards. Engineered fill should be 'G,

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placed in 6-to-8-inch loose lifts, moisture conditioned to slightly above the optimum moisture content and compacted to a minimum relative compaction of 90 percent as determined by ASTM D-1557 test procedures.

If wet soils are encountered during remedial grading, methods for drying soils such as stockpiling or mixing with dry soils may be required to bring the soils to the required moisture content for placement as engineered fill. Placement of engineered fill should be observed and tested on a full-time basis by a GeoTek representative during grading activities.

5.23 Transition Lot Condition
Building pads graded with a cut/fill transition should be undercut to reduce the potential for differential settlement. The cut portion of the cut/fill transition should be undercut to a depth of at least 3 feet or one (1) foot below the deepest proposed footing, whichever is deeper, and be backfilled with a properly compacted engineered fill. The bottom of the undercut should be sloped at a minimum of I percent toward the adjacent street/parking lot area.

5.2.6 Oversized Rock Disposal
Oversized cobbles, bounders and rock fragments may be encountered during rough grading and utility trench operations, especially if granitic bedrock is encountered. On -site disposal of oversized materials is possible, provided the oversized materials are placed as recommended on Plate 4 within Appendix D. Alternatively, over -sized materials can be exported from the site.

5.2.7 Excavation Characteristics
Excavations in the on -site alluvial fan deposits and fill should be readily accomplished with heavy-duty earthmoving or excavating equipment in good operating condition. All excavations should be formed in accordance with current Cal -OSHA requirements.

Some excavation difficulties should be anticipated for any deep excavations into the on -site bedrock. "Overbreak" of deep utility trench excavations into the bedrock should be anticipated. Dependent upon the depth of excavations, specialized equipment and/or techniques may be necessary.

5.2.8 Trench Excavations and Backfill
Temporary trench excavations within the on -site materials should be stable at a 1:1 inclination for short durations during construction and where cuts do not exceed 15 feet in height.

Deeper temporary excavations should be reviewed by GeoTek prior to their planned excavation to determine if supplemental recommendations or analysis are warranted. It is anticipated that temporary cuts to a maximum height of 4 feet can be excavated vertically. 'G,

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Trench excavations should conform to Cal -OSHA regulations. The contractor should have a competent person, per OSHA requirements, on site during construction to observe conditions and to make the appropriate recommendations.

Utility trench backfill should be compacted to at least 90 percent relative compaction (as determined by ASTM D-1557 test procedures). Under -slab trenches should also be compacted to project specifications. Where applicable, based on jurisdictional requirements, the top 12 inches of backfill below subgrade for road pavements should be compacted to at least 95 percent relative compaction. On -site materials may not be suitable for use as bedding material but should be suitable as backfill provided particles larger than 6 inches are removed.

Compaction should be achieved with a mechanical compaction device. Ponding or jetting of trench backfill is not recommended. If backfill soils have dried out, they should be properly moisture conditioned prior to placement in trenches.

5.2.9 Shrinkage and Bulking
For planning purposes, a shrinkage loss of about 5 to 15 percent is anticipated for excavations within the undocumented fill and alluvial fan deposits at the site. A bulking factor of 10 percent should be considered for excavations extending into the underlying granitic bedrock. Several factors will impact earthwork balancing on the site, including shrinkage, trench spoil from utilities and footing excavations, as well as the accuracy of topography. Shrinkage and bulking are primarily dependent upon the degree of compactive effort achieved during construction, depth of fill and underlying site conditions.

A subsidence loss of up to about 0.1 foot is estimated for the site.

Site balance areas should be available in order to adjust project grades, depending on actual field conditions at the conclusion of earthwork construction.

5.2.10 Grading Plan Review
Upon completion of the site grading plans, it is recommended that those plans be provided to GeoTek for review. Based on that review, some modifications to the recommendations provided in this report may be necessary.
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5.3 DESIGN RECOMMENDATIONS

5.3.1 Foundation Design Criteria
Presented below are post -tensioned foundation design parameters for the proposed structures at the site. These parameters are in general conformance with Design of Post -Tensioned Slabs - on -Ground, Third Edition with 2008 Supplement (PTI, 2008). These recommendations are minimal recommendations and are not intended to supersede the design by the project structural engineer.

DESIGN PARAMTERS FOR POST -TENSIONED SLABS
Design Value
Foundation Design Parameter
"Medium" Expansion Potential
(LL:585; PI:543;
Passing #200 Sieve = 84%;
Clay fines = 56%
Edge Moisture Variation Distance, em
-Edge Lift (swelling)

2.9 ft
-Center Lift (shrinkage)

5.3 ft
Soil Differential Movement, ym
-Edge Lift (swelling)
=1.49 in
-Center Lift (shrinkage)
=-0.62 in
Exterior Perimeter Beam Embedment
One- and Two -Story — 18 inches*
Presaturation of Subgrade Soil
Minimum 120% to
Percent of Optimum)
a depth of 18 inches
*Required depth of perimeter beam/stiffening rib per structural calculations may govern.

The following assumptions were used to generate em and ym values: Thornthwaite Moisture Index = -20; constant suction value = 3.9pF; post -equilibrium case assumed with wet (swelling) cycle going from 3.9pF to 3.OpF and drying (shrinking) cycle going from 3.9pF to 4.5pF.

Post -tensioned slabs should be designed in accordance with the 2019 CBC and PTI design methodology.

The bottom of the perimeter edge beam/deepened footing should be designed to resist tension forces using either cable or conventional reinforcement, per the structural engineer.

Expansion Index, soil classification, and soluble sulfate evaluation of the soils should be performed during construction to evaluate the as -graded conditions. Final recommendations should be based upon the as -graded soils conditions.

Foundation design criteria for a conventional foundation system, in general conformance with the 2019 CBC, are presented below. The site soils are classified as having a "medium" (51-90) 'G�,

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expansion potential in accordance with ASTM D 4829. These are minimal recommendations and are not intended to supersede the design by the project structural engineer.

The conventional foundation elements for the proposed structures should bear entirely in engineered fill soils. Foundations should be designed in accordance with the 2019 CBC requirements.

A summary of GeoTek's preliminary foundation design recommendations is presented in the table below:

Design Parameter
"Medium" Expansion Potential (51 <_EI<_90)
Foundation Depth or
Minimum Perimeter Beam Depth
18-One & Two Story
inches below lowest adjacentgrade)
Minimum Foundation Width (Inches)*
15 Minimum Slab Thickness (actual)
5 inches (actual)
Minimum Slab Reinforcing
No. 4 reinforcing bars at 18-inch centers each way
placed in middle of slab.

Minimum Footing Reinforcement
Four No. 4 Reinforcing Bars,
two top and two bottom
Presaturation of Subgrade Soil
Minimum 120% of the optimum
(Percent of Optimum)
moisture content to a depth of at
least 18 inches prior to placing concrete
*Code minimums per Table 1809.7 of the 2019 CBC.

It should be noted that the criteria provided are based on soil support characteristics only.

The structural engineer should design the slab and beam reinforcement based on actual loading conditions.

The following criteria for design of foundations are preliminary and should be re-evaluated based on the results additional laboratory testing of samples obtained at/near finish pad grade.

5.3.1.1 An allowable bearing capacity of 1,500 pounds per square foot (psf) may be used for design of continuous and perimeter footings 18 inches deep and 15 inches wide, and pad footings 24 inches square and 18 inches deep. This allowable soil bearing capacity may be increased by 250 psf for each additional foot of footing depth and 250 psf for each additional foot of footing width to a maximum value of 2,500 psf. An increase of one-third may be applied when considering short-term live loads (e.g., seismic and wind loads).
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5.3.1.2 Structural foundations should be designed in accordance with the 2019 CBC, and to withstand a total static settlement of I inch and maximum differential static settlement of one-half of the total settlement over a horizontal distance of 40 feet.

5.3.1.3 The passive earth pressure may be computed as an equivalent fluid having a density of 250 psf per foot of depth, to a maximum earth pressure of 2,500 psf for footings founded on engineered fill or competent native soil. A coefficient of friction between soil and concrete of 0.35 may be used with dead load forces. When combining passive pressure and frictional resistance, the passive pressure component should be reduced by one-third. The upper one foot of soil should be ignored in the passive pressure calculations unless the surface is covered with pavements.

5.3.1.4 A grade beam, a minimum of 15 inches wide and 18 inches deep, should be utilized across large entrances. The base of the grade beam should be at the same elevation as the bottom of the adjoining footings.

5.3.1.5 A moisture and vapor retarding system should be placed below slabs -on -grade where moisture migration through the slab is undesirable. Guidelines for these are provided in the 2019 California Green Building Standards Code (CALGreen) Section 4.505.2, the 2019 CBC Section 1907.1 and ACI 360R-10. The vapor retarder design and construction should also meet the requirements of ASTM E 1643. A portion of the vapor retarder design should be the implementation of a moisture vapor retardant membrane.

It should be realized that the effectiveness of the vapor retarding membrane can be adversely impacted as a result of construction related punctures (e.g., stake penetrations, tears, punctures from walking on the vapor retarder placed atop the underlying aggregate layer, etc.). These occurrences should be limited as much as possible during construction. Thicker membranes are generally more resistant to accidental puncture than thinner ones. Products specifically designed for use as moisture/vapor retarders may also be more puncture resistant. Although the CBC specifies a 6-mil vapor retarder membrane, it is GeoTek's opinion that a minimum 10 mil thick membrane with joints properly overlapped and sealed should be considered, unless otherwise specified by the slab design professional. The membrane should consist of Stego wrap or the equivalent.

Moisture and vapor retarding systems are intended to provide a certain level of resistance to vapor and moisture transmission through the concrete, but do not eliminate it. The acceptable level of moisture transmission through the slab is to a '91�

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large extent based on the type of flooring used and environmental conditions.

Ultimately, the vapor retarding system should be comprised of suitable elements to limited migration of water and reduce transmission of water vapor through the slab to acceptable levels. The selected elements should have suitable properties (i.e., thickness, composition, strength, and permeability) to achieve the desired performance level.

Moisture retarders can reduce, but not eliminate, moisture vapor rise from the underlying soils up through the slab. Moisture retarder systems should be designed and constructed in accordance with applicable American Concrete Institute, Portland Cement Association, Post -Tensioning Concrete Institute, ASTM and California Building Code requirements and guidelines.

GeoTek recommends that a qualified person, such as the flooring contractor, structural engineer, architect, and/or other experts specializing in moisture control within the building be consulted to evaluate the general and specific moisture and vapor transmission paths and associated potential impact on the proposed construction. That person (or persons) should provide recommendations relative to the slab moisture and vapor retarder systems and for migration of potential adverse impact of moisture vapor transmission on various components of the structures, as deemed appropriate.

In addition, the recommendations in this report and GeoTek's services in general are not intended to address mold prevention; since GeoTek, along with geotechnical consultants in general, do not practice in the area of mold prevention. If specific recommendations addressing potential mold issues are desired, then a professional mold prevention consultant should be contacted.

5.3.1.6 It is recommended that control joints be placed in two directions spaced approximately 24 to 36 times the thickness of the slab in inches. These joints are a widely accepted means to control cracks and should be reviewed by the project structural engineer.

5.3.2 Miscellaneous Foundation Recommendations

5.3.2.1 To reduce moisture penetration beneath the slab on grade areas, utility trench excavations should be backfilled with engineered fill, lean concrete or concrete slurry where they intercept the perimeter footing or thickened slab edge. 'G,

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5.3.2.2 Soils from the footing excavations should not be placed in the slab -on -grade areas unless properly compacted and tested. The excavations should be free of loose/sloughed materials and be neatly trimmed at the time of concrete placement.

5.3.3 Foundation Setbacks
Minimum setbacks for all foundations should comply with the 2019 CBC, San Diego County or City of Vista requirements, whichever is more stringent. Improvements not conforming to these setbacks are subject to the increased likelihood of excessive lateral movements and/or differential settlements. If large enough, these movements can compromise the integrity of the improvements. The top outside edge of all footings should be set back a minimum of H/3 (where H is the slope height) from the face of any descending slope. The setback should be at least five feet and need not exceed 40 feet.

5.3.4 Soil Corrosivity
The soil resistivity at this site was tested in the laboratory on a sample collected during the field investigation. The results of the testing indicate that the on -site soils are considered "extremely corrosive" (804 to 1,407 ohm -cm) (Roberge, 2000) to buried ferrous metal in accordance with current standards used by corrosion engineers. It is recommended that a corrosion engineer be consulted to provide recommendations for the protection of buried ferrous metal at this site.

5.3.5 Soil Sulfate Content
The sulfate content was determined in the laboratory on a sample collected during the field investigation. The results indicate that the water-soluble sulfate result is less than 0.1 percent by weight, which is considered "negligible" as per Table 4.2.1 of ACI 318. Based on the test results and Table 4.3.1 of ACI 318, no special recommendations for concrete are required for this project due to soil sulfate exposure.

5.4 RETAINING AND GARDEN WALL DESIGN AND CONSTRUCTION

5.4.1.1 General Design Criteria
Recommendations presented in this report apply to typical masonry or concrete vertical retaining walls to a maximum height of up to six (6) feet. Additional review and recommendations should be requested for higher walls. These are typical design criteria and are not intended to supersede the design by the structural engineer. 'G,

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Retaining wall foundations should be embedded a minimum of 18 inches into engineered fill.

Retaining wall foundations should be designed in accordance with Section 5.3 of this report.

Structural needs may govern and should be evaluated by the project structural engineer.

All earth retention structure plans, as applicable, should be reviewed by this office prior to finalization.

Earthwork considerations, site clearing and remedial earthwork for all earth retention structures should meet the requirements of this report, unless specifically provided otherwise, or more stringent requirements or recommendations are made by the designer. The backfill material placement for all earth retention structures should meet the requirement of Section

5.2.4 in this report.

In general, cantilever earth retention structures, which are designed to yield at least 0.001 H, where H is equal to the height of the earth retention structure, may be designed using the "active" condition. Rigid earth retention structures (including but not limited to rigid walls, and walls braced at top, such as typical basement walls) should be designed using the "at -rest" condition.

In addition to the design lateral forces due to retained earth, surcharges due to improvements, such as an adjacent building or traffic loading, should be considered in the design of the earth retention structures. Loads applied within a 1:1 (horizontal : vertical) projection from the surcharge on the stem of the earth retention structure should be considered in the design.

Final selection of the appropriate design parameters should be made by the designer of the earth retention structures.

5.4.1.2 Cantilevered Walls
The recommendations presented below are for cantilevered retaining walls up to six (6) feet high. Active earth pressure may be used for retaining wall design, provided the top of the wall is not restrained from minor deflections. An equivalent fluid pressure approach may be used to compute the horizontal pressure against the wall. Appropriate fluid unit weights are given below for specific slope gradients of the retained material. These do not include other superimposed loading conditions such as traffic, structures, seismic events, or adverse geologic conditions.
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ACTIVE EARTH PRESSURES
Surface Slope of Retained
Materials
(horizontal : vertical)
Equivalent Fluid Pressure
(pcf)
Select Backfill* and Native Soils
Level
38 2:1
60 *The design pressures assume the backfill material has an expansion index less than or equal to 20. Backfill zone includes area between back of the wall to a plane (1:1 horizontal : vertical) up from bottom of the wall foundation (on the backside of the wall) to the ground surface.

For walls with a retained height greater than 6 feet, an incremental seismic pressure should be included into the wall design. Where needed, it is recommended that an equivalent fluid pressure of 25 pcf be included into the wall design to account for seismic loading conditions.

This pressure may be applied as a triangular distribution.

5.4.1.3 Retaining Wall Backfill and Drainage
The wall backfill should also include a minimum one (1) foot wide section of 3/4- to I -inch clean crushed rock (or an approved equivalent). The rock should be placed immediately adjacent to the back of the wall and extend up from a back drain to within approximately 24 inches of the finish grade. The upper 24 inches should consist of compacted on -site materials. The rock should be separated from the earth with filter fabric. The presence of other materials might necessitate revision to the parameters provided and modification of the wall designs. The backfill materials should be placed in lifts no greater than eight (8) inches in thickness and compacted to a minimum of 90% relative compaction as determined by ASTM D 1557 test procedures. Proper surface drainage needs to be provided and maintained.

As an alternative to the drain, rock and fabric, a pre -manufactured wall drainage product (example: Mira Drain 6000 or approved equivalent) may be used behind the retaining wall. The wall drainage product should extend from the base of the wall to within two (2) feet of the ground surface. The subdrain should be placed in direct contact with the wall drainage product.

Retaining walls should be provided with an adequate pipe and gravel back drain system to help prevent buildup of hydrostatic pressures. Backdrains should consist of a four (4)-inch diameter perforated collector pipe (Schedule 40, SDR 35, or approved equivalent) embedded in a minimum of one (1) cubic foot per linear foot of 3/411to 1-inch clean crushed rock or an approved equivalent, wrapped in filter fabric (Mirafi 140N or an approved equivalent). The 'G,

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drain system should be connected to a suitable outlet. Waterproofing of site walls should be performed where moisture migration through the walls is undesirable.

5.4.1.4 Restrained Retaining Walls
Retaining walls that will be restrained at the top that support level backfill or that have reentrant or male corners, should be designed for an equivalent at -rest fluid pressure of 60 pcf, plus any applicable surcharge loading. For areas of male or reentrant corners, the restrained wall design should extend a minimum distance of twice the height of the wall laterally from the corner, or a distance otherwise determined by the project structural engineer.

5.4.1.5 Other Design Considerations
■ Wall design should consider the additional surcharge loads from superjacent slopes and/or footings, where appropriate.
■ No backfill should be placed against concrete until minimum design strengths are evident by compression tests of cylinders.
■ The retaining wall footing excavations, backcuts, and backfill materials should be approved by the project geotechnical engineer or their authorized representative. ■ Positive separations should be provided in garden walls at horizontal distances not exceeding 20 feet.

5.5 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS
Although planned final grades beneath the street improvements within the site are not yet known, the following preliminary pavement design recommendations are based on Traffic Indexes of 5.0, 5.5 and 6.0 as designated by the City of Vista, Department of Public Works Engineering Traffic Index (TI) Values sheet. Preliminary pavement thickness design is based on the CalTrans Highway Design Manual (2018). An R-value of 20 has been assumed for the preliminary design of the project pavement sections. Once the traffic loading information becomes more defined, revision to the pavement design recommendations may be warranted.

It is recommended that the final pavement design be based on R-value testing of the as -graded subgrade soils within the pavement areas.

Based on the assumptions noted above the following preliminary pavement recommendations are provided for the site:
'91�

G E O T E K

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page 20

PRELIMINARY MINIMUM PAVEMENT SECTION
Traffic Index
Thickness of Asphalt
Concrete (inches)
Thickness of Aggregate Base
(inches)

5.0 3.0
8 5.5

3.0 10

6.0 4.0
9 Traffic Indices (Tls) used in the pavement design should provide a pavement life of approximately 20 years with a normal amount of flexible pavement maintenance. Irrigation adjacent to pavements, without a deep curb or other cutoff to separate landscaping from the paving may result in premature pavement failure. Traffic parameters used for design were selected based upon engineering judgment and not upon information furnished to us such as an equivalent wheel load analysis or a traffic study.

All base material and the upper 12 inches of subgrade should be compacted to at least 95 percent of the material's maximum dry density as determined by ASTM D 1557 test procedures. All materials and methods of construction should conform to the requirements of the City of Vista.

5.6 CONCRETE CONSTRUCTION

5.6.1 General
Concrete construction should follow the 2019 CBC and ACI guidelines regarding design, mix placement and curing of the concrete. If desired, GeoTek could provide quality control testing of the concrete during construction.

5.6.2 Concrete Mix Design
As discussed in Section 5.3.5, no special recommendations for concrete are required for this project due to soil sulfate exposure. Additional testing should be performed during grading so that specific recommendations can be formulated based on the as -graded conditions.

5.6.3 Concrete Flatwork
Exterior concrete flatwork is often one of the most visible aspects of site development. They are typically given the least level of quality control, being considered "non-structural" components. Cracking of these features is common due to various factors. While cracking usually does not affect the structural performance of the concrete, it is unsightly. It is recommended that the same standards of care be applied to these features as to the structure itself.
'G�,

G E O T E K

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page 21
Flatwork should consist of a minimum four -inch (actual) thick concrete and the use of temperature and shrinkage control reinforcement is suggested. The project structural engineer should provide final design recommendations.

5.6.4 Concrete Performance
Concrete cracks should be expected. These cracks can vary from sizes that are hairline to more than 1/8 inch in width. Most cracks in concrete while unsightly do not significantly impact long-term performance. While it is possible to take measures (proper concrete mix, placement, curing, control joints, etc.) to reduce the extent and size of cracks that occur, some cracking will occur despite the best efforts to minimize it. Concrete undergoes chemical processes that are dependent on a wide range of variables, which are difficult, at best, to control. Concrete, while seemingly a stable material, is subject to internal expansion and contraction due to external changes over time.

One of the simplest means to control cracking is to provide weakened control joints for cracking to occur along. These do not prevent cracks from developing; they simply provide a relief point for the stresses that develop. These joints are a widely accepted means to control cracks but are not always effective. Control joints are more effective the more closely spaced they are. GeoTek suggests that control joints be placed in two orthogonal directions and located a distance apart approximately equal to 24 to 36 times the slab thickness.

5.7 POST CONSTRUCTION CONSIDERATIONS

5.7.1 Landscape Maintenance and Planting
Water has been shown to weaken the inherent strength of soil, and slope stability is significantly reduced by overly wet conditions. Positive surface drainage away from graded slopes should be maintained and only the amount of irrigation necessary to sustain plant life should be provided for planted slopes. Controlling surface drainage and runoff and maintaining a suitable vegetation cover can minimize erosion. Plants selected for landscaping should be lightweight, deep-rooted types that require little water and are capable of surviving the prevailing climate.

Overwatering should be avoided. Care should be taken when adding soil amendments to avoid excessive watering. Leaching as a method of soil preparation prior to planting is not recommended. An abatement program to control ground -burrowing rodents should be implemented and maintained. This is critical as burrowing rodents can decreased the long-term performance of slopes.
'G�'

G E O T E K

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page 22
It is common for planting to be placed adjacent to structures in planter or lawn areas. This will result in the introduction of water into the ground adjacent to the foundations. This type of landscaping should be avoided. Planters within 30 feet of the buildings should be above ground and underlain by a concrete slab. Waterproofing of the foundation and/or subdrains may be warranted and advisable. We could discuss these issues, if desired, when plans are made available.

5.7.2 Drainage
The need to maintain proper surface drainage and subsurface systems cannot be overly emphasized. Positive site drainage should be maintained at all times. Drainage should not flow uncontrolled down any descending slope. Water should be directed away from foundations and not allowed to pond or seep into the ground adjacent to the footings and floor -slabs. Pad drainage should be directed toward approved areas and not be blocked by other improvements.

Roof gutters should be installed that will direct the collected water at least 20 feet from the buildings.

It is the owner's responsibility to maintain and clean drainage devices on or contiguous to their lot. In order to be effective, maintenance should be conducted on a regular and routine schedule and necessary corrections made prior to each rainy season.

5.8 PLAN REVIEW AND CONSTRUCTION OBSERVATIONS
It is recommended that site grading, specifications, and foundation plans be reviewed by this office prior to construction to check for conformance with the recommendations of this report. It is also recommended that GeoTek representatives be present during site grading and foundation construction to observe and document for proper implementation of the geotechnical recommendations. The owner/developer should have GeoTek perform at least the following duties:
■ Observe site clearing and grubbing operations for proper removal of all unsuitable materials.
■ Observe and test bottom of removals prior to fill placement. ■ Evaluate the suitability of on -site and import materials for fill placement and collect soil samples for laboratory testing where necessary.
■ Observe the fill for uniformity during placement, including utility trench excavation backfill. Also, test the fill for density, relative compaction and moisture content. '91�

G E O T E K

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page 23
■ Observe and probe foundation excavations to confirm suitability of bearing materials with respect to density.

If requested, a construction observation and compaction report can be provided by GeoTek which can comply with the requirements of the governmental agencies having jurisdiction over the project. It is recommended that these agencies be notified prior to commencement of construction so that necessary grading permits can be obtained.

6. INTENT
It is the intent of this report to aid in the design and construction of the proposed development. Implementation of the advice presented in this report is intended to reduce risk associated with construction projects. The professional opinions and geotechnical advice contained in this report are not intended to imply total performance of the project or guarantee that unusual or variable conditions will not be discovered during or after construction.

The scope of GeoTek's evaluation is limited to the area explored that is shown on the Boring Location Map (Figure 2). This evaluation does not and should in no way be construed to encompass any areas beyond the specific area of the proposed construction as indicated to GeoTek by the client. Further, no evaluation of any existing site improvements is included.

The scope is based on GeoTek's understanding of the project and the client's needs, GeoTek's proposal (Proposal No. P-0601421-CR) dated June 18, 2021 and geotechnical engineering standards normally used on similar projects in this region.

7. LIMITATIONS
GeoTek's findings are based on site conditions observed and the stated sources. Thus, GeoTek's comments are professional opinions that are limited to the extent of the available data.

GeoTek has prepared this report in a manner consistent with that level of care and skill ordinarily exercised by members of the engineering at this time and location and science professions currently practicing under similar conditions in the jurisdiction in which the services are provided, subject to the time limits and physical constraints applicable to this report. 'G,

G E O T E K

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page 24
Since GeoTek's recommendations are based on the site conditions observed and encountered at the stated times and laboratory testing. Thus, GeoTek's conclusions and recommendations are professional opinions that are limited to the extent of the available data. Observations during construction are important to allow for any change in recommendations found to be warranted. These opinions have been derived in accordance with current standards of practice and no warranty of any kind is expressed or implied. Standards of care/practice are subject to change with time.

8. SELECTED REFERENCES
American Concrete Institute (ACI), 2006, Publication 302.2R-06, Guide for Concrete Slabs That Receive Moisture Sensitive Flooring Materials.
, 2010, Publications 360R-10, Guide to Design of Slabs -On -Ground.

Bowles, J. E., 1977, "Foundation Analysis and Design", Second Edition.

Bryant, W.A., and Hart, E.W., 2007, Fault Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps, California Geological Survey: Special Publication 42.

California Code of Regulations, Title 24 Part 2, 2019 "California Building Code," 2 volumes.

California Department of Transportation, 2018, "Highway Design Manual", 6th Edition.

Department of the Navy, 1982, "Foundations and Earth Structures", Design Manual 7.2.

GeoTek, Inc., In-house proprietary information.

Kennedy, M.P., Tan, S.S., Bovard, K.R., Alvarez, R.M., Watson, M.J., and Gutierrez, C.I., 2007) "Geologic Map of the Oceanside 30x60-minute Quadrangle, California," California Geological Survey, Regional Geologic Map No. 2, map scale 1:100,000.

Peck R. B., Hanson W. H. & Thornburn T. H., 1974, "Foundation Engineering", Second edition.

Roberge, P. R., 2000, "Handbook of Corrosion Engineering".

SEA/OSHPD web service, "Seismic Design Maps" ( https://seismicmaps.org) Terzaghi, K. and Peck, R. B., 1967, "Soil Mechanics in Engineering Practice", Second Edition. '91�

G E O T E K

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Vista, San Diego County, California Map
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APPENDIX A

LOG OF EXPLORATORY BORINGS
Proposed 34-Lot Residential Development
South Melrose Drive and Matagual Drive
Vista, San Diego County, California
Project No. 3706-SD
'G:�

G E O T E K

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page A- I

A - FIELD TESTING AND SAMPLING PROCEDURES
The Modified Split -Barrel Sampler (Ring)
The Ring sampler is driven into the ground at various depths in accordance with ASTM D 3550 test procedures. The sampler, with an external diameter of 3.0 inches, is lined with I -inch long, thin brass rings with inside diameters of approximately 2.4 inches. The sampler is typically driven into the ground 12 or 18 inches with a 140-pound hammer free falling from a height of 30 inches. Blow counts are recorded for every 6 inches of penetration as indicated on the log of boring. The samples are removed from the sample barrel in the brass rings, sealed, and transported to the laboratory for testing.

Bulk Samples (Large)
These samples are normally large bags of earth materials over 20 pounds in weight collected from the field by means of hand digging or exploratory cuttings.

Bulk Samples (Small)
These are plastic bag samples which are normally airtight and contain less than 5 pounds in weight of earth materials collected from the field by means of hand digging or exploratory cuttings. These samples are primarily used for determining natural moisture content and classification indices.

B - BORING LOG LEGEND
The following abbreviations and symbols often appear in the classification and description of soil and rock on the log of borings:

SOILS
USCS Unified Soil Classification System
f-c Fine to coarse
f-m Fine to medium

GEOLOGIC
B: Attitudes Bedding: strike/dip
J: Attitudes Joint: strike/dip
C: Contact line
.......... Dashed line denotes USCS material change
Solid Line denotes unit / formational change
Thick solid line denotes end of boring
(Additional denotations and symbols are provided on the boring logs) 'G�'
G E 0 T E K

CLIENT:

PROJECT NAME:

PROJECT NO.:

LOCATION:

GeoTek, Inc.

LOG OF EXPLORATORY BORING
TTLC Management, Inc. an Arizona Corp.

APNs 166-280-60,-61,-I8
3706-SD
Vista, CA
DRILLER: 2R Drilling, Inc.

DRILL METHOD: Hollow -Stem Auger
HAMMER: 140 lbs - 30 in
LOGGED BY:

OPERATOR:

RIG TYPE:

DATE:

G E O T E K
JD
George
CME 75
7/8/2021

SAMPLES
Laboratory Testing
4 E
-
o
Eu
BORING NO.: B-I
z
u o

MATERIAL DESCRIPTION AND COMMENTS
a0
A
3 °
3" Asphalt, 2.5" Base
Undocumented Fill:
7 RI
SM
Silty f SAND, dark brown, moist, medium dense
9 9.2
121.5
14 Alluvial Fan:
12 R2
CL
Sandy CLAY, dark brown, moist, stiff

15.2 116.1
16 20
5 14
R3
red -brown
23 29
15 R4
same as above
22 15.2
114.5
27 10
----
--------
--------
-------
--------------------------------------------------------------------------------------- -------
--------
---------------------------
12 RS
SC/CL
Clayey SAND to Sandy CLAY, brown, moist, dense to hard

16.5 120.1
25 36
Granitic Bedrock Excavates as:

IS
50-2.5"
R6
Silty f-c SAND, olive -gray, slightly moist, very dense

1.7 118.5
20 50-0.5"1
1 No Recovery
I
REFUSAL DUE TO BEDROCK AT 20 FEET
No groundwater encountered
Boring backfilled with soil cuttings
25 30
ZSample
type: ---Ring . ---SPT ---Small Bull, ®---Large Bulk E]NoRecovery Q_ ---Water Table w
0 AL = Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test Lab
w
J
testine•
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density

GeoTek, Inc.

LOG OF EXPLORATORY BORING
CLIENT: TTLC Management, Inc. an Arizona Corp.

PROJECT NAME: APNs166-280-60,-61,-18
PROJECT NO.: 3706-SD
LOCATION: Vista, CA
DRILLER: 2R Drilling, Inc.

DRILL METHOD: Hollow -Stem Auger
HAMMER: 140 Ibs - 30 in
LOGGED BY:

OPERATOR:

RIG TYPE:

DATE:

GEOTIEK
JD
George
CME 75
7/8/2021

SAMPLES
Laboratory Testing
oo
E
BORING NO.: B-2
2 ~
Z
U
o aE
t
°
E
m
N
t" ....

MATERIAL DESCRIPTION AND COMMENTS
Eo
°
Alluvial Fan:

Maximum Density = 125.0 pd
Optimum Moisture = 10.0%
SH
9 RI
SM
Silty f SAND, clayey, brown, slightly moist, dense
14 12.4
123.5
HC
20 5
15 R2
fine- to coarse -grained, dark brown, very dense
32 15.2
115.5
50-51,
18 R3
same as above
32 40

14.9 118.4
10 19
R4
same as above
27 42
Granitic Bedrock Excavates as:

IS
50-5"
R5
Silty f-c SAND, olive -brown, slightly moist, very dense

9.9 114.7
REFUSAL DUE TO BEDROCK AT 15.5 FEET
No groundwater encountered
Boring backfilled with soil cuttings
20 25
30 °
Sample type: ---Ring . ---SPT ---Small Bulk ®---Large Bulk No Recovery $Z ---Water Table Z
W
0 AL = Arterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test Lab teStlnY:

J
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density

CLIENT:

PROJECT NAME:

PROJECT NO.:

LOCATION:

GeoTek, Inc.

LOG OF EXPLORATORY BORING
TTLC Management, Inc. an Arizona Corp.

APNs 166-280-60,-61,-I8
3706-SD
Vista, CA
DRILLER: 2R Drilling, Inc.

DRILL METHOD: Hollow -Stem Auger
HAMMER: 140 lbs - 30 in
LOGGED BY:

OPERATOR:

RIG TYPE:

DATE:

G E O T E K
JD
George
CME 75
7/8/2021

SAMPLES
Laboratory Testing
4 E
-
o
Eu
BORING NO.: B-3
z
u o

MATERIAL DESCRIPTION AND COMMENTS
a0
A
3 °
Alluvial Fan:
13 R I
CL
Sandy CLAY, dark brown, slightly moist, stiff
HC
15 12.4
121.7
21 18
R2
same as above
27 31
5 14
R3
very stiff to hard
25 15.8
118.3
44 Granitic Bedrock Excavates as:
50-6"
R4
silty f-c SAND, olive -brown, slightly moist, very dense

12.8 113.3
10 50-5"
RS
same as above

5.0 118.5
REFUSAL DUE TO BEDROCK AT IO.S FEET
No groundwater encountered
Boring backfilled with soil cuttings
IS
20 25
30 ZSample
type: ---Ring . ---SPT ---Small Bull, ®---Large Bulk E] No Recovery Q_ ---Water Table w
0 AL = Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test Lab testine•
w
J
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density

CLIENT:

PROJECT NAME:

PROJECT NO.:

LOCATION:

GeoTek, Inc.

LOG OF EXPLORATORY BORING
TTLC Management, Inc. an Arizona Corp.

APNs 166-280-60,-61,-I8
3706-SD
Vista, CA
DRILLER: 2R Drilling, Inc.

DRILL METHOD: Hollow -Stem Auger
HAMMER: 140 lbs - 30 in
LOGGED BY:

OPERATOR:

RIG TYPE:

DATE:

G E O T E K
JD
George
CME 75
7I8I2021

SAMPLES
Laboratory Testing
4 E
-
o
Eu
BORING NO.: B-4
z
uo

MATERIAL DESCRIPTION AND COMMENTS
a0
A
3 °
Alluvial Fan:
17 R I
SM
Silty f SAND, clayey, dark brown, moist, desne
23 11.5
123.1
23 19
R2
CL
Sandy CLAY, brown, moist hard
29 42
5 23
R3
50-5"
Granitic Bedrock Excavates as:

18.1 116.9
silty f-c SAND, red -brown, slightly moist, very dense
34 R4
same as above
50-4"

16.6 114.5
REFUSAL DUE TO BEDROCK AT 8.5 FEET
No groundwater encountered
10 Boring backfilled with soil cuttings
IS
20 25
30 ZSample
type: ---Ring . ---SPT ---Small Bull, ®---Large Bulk E]NoRecovery Q_ ---Water Table w
0 w
AL = Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test Lab testine-
J
SR = Sulfate—c—itivity Test SH = Shear Test HC= Consolidation MD = Maximum Density

GeoTek, Inc.

LOG OF EXPLORATORY BORING
CLIENT: TTLC Management, Inc. an Arizona Corp.

PROJECT NAME: APNs166-280-60,-61,-18
PROJECT NO.: 3706-SD
LOCATION: Vista, CA
DRILLER: 2R Drilling, Inc.

DRILL METHOD: Hollow -Stem Auger
HAMMER: 140 Ibs - 30 in
LOGGED BY:

OPERATOR:

RIG TYPE:

DATE:

GEOTIEK
JD
George
CME 75
7/8/2021

SAMPLES
Laboratory Testing
oo
E
BORING NO.: B-5
2 ~
Z
U
o aE
t
O

MATERIAL DESCRIPTION AND COMMENTS
Eo
°
Alluvial Fan:

EI=85
SR
I I
RI
CL
Sandy CLAY, dark brown, moist, stiff
12 ---
14 --------
--------
-------
--------------------------------------------------------------------------------------- -------
--------
---------------------------
5 50-6"
R2
SM
Silty f-c SAND, brown, moist, very dense

13.8 117.1
Granitic Bedrock Excavates as:
50-4"
R3
Silty f-c SAND, red -brown, moist, very dense

7.7 REFUSAL DUE TO BEDROCK AT 8.5 FEET
No groundwater encountered
10 Boring backfilled with soil cuttings
15 20
25 30
°
Sample type: ---Ring . ---SPT---Small Bulk ®---Large Bulk No Recovery $Z ---Water Table Z
W
0 AL = Arterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test Lab teStlnY:

J
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density

GeoTek, Inc.

LOG OF EXPLORATORY BORING
CLIENT: TTLC Management, Inc. an Arizona Corp.

PROJECT NAME: APNs166-280-60,-61,-18
PROJECT NO.: 3706-SD
LOCATION: Vista, CA
DRILLER: 2R Drilling, Inc.

DRILL METHOD: Hollow -Stem Auger
HAMMER: 140 Ibs - 30 in
LOGGED BY:

OPERATOR:

RIG TYPE:

DATE:

GEOTIEK
JD
George
CME 75
7/8/2021

SAMPLES
Laboratory Testing
oo
E
BORING NO.: B-6
2 ~
Z
U
o aE
t
°
E
m
N
V
O

MATERIAL DESCRIPTION AND COMMENTS
E
°
Alluvial Fan:

I I
RI
SM
Silty f SAND, clayey, dark brown, moist, dense
15 9.9
126
19 5
18 R2
same as above
50-3.5"
Granitic Bedrock Excavates as:
50-4"
R3
Silty f-c SAND, olive -brown, moist, very dense

6.2 REFUSAL DUE TO BEDROCK AT 8.5 FEET
No groundwater encountered
10 Boring backfilled with soil cuttings
15 20
25 30
°
Sample type: ---Ring . ---SPT---Small Bulk ®---Large Bulk No Recovery $Z ---Water Table Z
W
0 AL = Arterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test Lab teStlnY:

J
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density

CLIENT:

PROJECT NAME:

PROJECT NO.:

LOCATION:

GeoTek, Inc.

LOG OF EXPLORATORY BORING
TTLC Management, Inc. an Arizona Corp.

APNs 166-280-60,-61,-I8
3706-SD
Vista, CA
DRILLER: 2R Drilling, Inc.

DRILL METHOD: Hollow -Stem Auger
HAMMER: 140 lbs - 30 in
LOGGED BY:

OPERATOR:

RIG TYPE:

DATE:

G E O T E K
JD
George
CME 75
7/8/2021

SAMPLES
Laboratory Testing
4 E
-
o
BORING NO.: B-7
z
u
u o

MATERIAL DESCRIPTION AND COMMENTS
a0
A
3 °
Alluvial Fan:
16 R I
CL
Sandy CLAY, dark brown, slightly moist, very stiff
El = 68
21 9.3
101.2
SR
28 Granitic Bedrock Excavates as:
50-3"
R2
silty f-c SAND, red -brown, slightly moist, very dense
5 50-5"
R3
same as above12.1
REFUSAL DUE TO BEDROCK AT S.5 FEET
No groundwater encountered
Boring backfilled with soil cuttings
10 IS
20 25
30 ZSample
type: ---Ring . ---SPT ---Small Bull, ®---Large Bulk E] No Recovery Q_ ---Water Table w
(�
w
Lab testing: AL = Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test J
SR =Sulfate/Resisitiviry Test SH =Shear Test HC= Consolidation MD =Maximum Density

GeoTek, Inc.

LOG OF EXPLORATORY BORING
CLIENT: TTLC Management, Inc. an Arizona Corp.

PROJECT NAME: APNs166-280-60,-61,-18
PROJECT NO.: 3706-SD
LOCATION: Vista, CA
DRILLER: 2R Drilling, Inc.

DRILL METHOD: Hollow -Stem Auger
HAMMER: 140 Ibs - 30 in
LOGGED BY:

OPERATOR:

RIG TYPE:

DATE:

GEOTIEK
JD
George
CME 75
7/8/2021

SAMPLES
Laboratory Testing
oo
E
BORING NO.: B-8
o
°
E
m
j
t" ....

O
Eo

MATERIAL DESCRIPTION AND COMMENTS
3 °
3" As halt No Base
Undocumented Fill:
16 RI
SM
Silty f-c SAND, clayey, dark brown, moist, dense
23 9.3
131.2
30 S
29 R2
very dense
SO-S"

10.2 127.5
19 R3
same as above
38 19.6
112.7
42 10
Granitic Bedrock Excavates as:
50-5.5"
R4
Silty f-c SAND, yellow -brown, slightly moist, very dense

10.1 118.3
IS
50-6"
RS
same as above
I I .I
120.8
REFUSAL DUE TO BEDROCK AT 15.5 FEET
No groundwater encountered
Boring backfilled with soil cuttings
20 25
30 °
Sample type: ---Ring . ---SPT---Small Bulk ®---Large Bulk No Recovery $Z ---Water Table Z
W
0 AL = Atterberg Limits El =Expansion Index SA =Sieve Analysis RV = R-Value Test Lab teStlnY:

J
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density

CLIENT:

PROJECT NAME:

PROJECT NO.:

LOCATION:

GeoTek, Inc.

LOG OF EXPLORATORY BORING
TTLC Management, Inc. an Arizona Corp.

APNs 166-280-60,-61,-I8
3706-SD
Vista, CA
DRILLER: 2R Drilling, Inc.

DRILL METHOD: Hollow -Stem Auger
HAMMER: 140 lbs - 30 in
LOGGED BY:

OPERATOR:

RIG TYPE:

DATE:

G E O T E K
JD
George
CME 75
7/8/2021

SAMPLES
Laboratory Testing
4 E
-
o
Eu
BORING NO.: 1-1
z
u o

MATERIAL DESCRIPTION AND COMMENTS
a0
A
3 °
Alluvial Fan:

SM
Silty f-c SAND, clayey, brown, slightly moist to moist
5 BORING TERMINATED AT 5 FEET
No groundwater encountered
Boring set with pipe and gravel
10 IS
20 25
30 ZSample
type: ---Ring . ---SPT ---Small Bu11< ®---Large Bulk � No Recovery Q_ ---Water Table w
0 AL = Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test Lab testing:
w
SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density

CLIENT:

PROJECT NAME:

PROJECT NO.:

LOCATION:

GeoTek, Inc.

LOG OF EXPLORATORY BORING
TTLC Management, Inc. an Arizona Corp.

APNs 166-280-60,-61,-I8
3706-SD
Vista, CA
DRILLER: 2R Drilling, Inc.

DRILL METHOD: Hollow -Stem Auger
HAMMER: 140 lbs - 30 in
LOGGED BY:

OPERATOR:

RIG TYPE:

DATE:

G E O T E K
JD
George
CME 75
7/8/2021

SAMPLES
Laboratory Testing
4 E
-
o
Eu
BORING NO.: 1-2
z
u o

MATERIAL DESCRIPTION AND COMMENTS
a0
A
3 °
Alluvial Fan:

SM
Silty f-c SAND, clayey, brown, slightly moist to moist
5 BORING TERMINATED AT 5 FEET
No groundwater encountered
Boring set with pipe and gravel
10 IS
20 25
30 ZSample
type: ---Ring . ---SPT ---Small Bu11< ®---Large Bulk � No Recovery Q_ ---Water Table w
0 w
AL = Atterberg Limits El = Expansion Index SA = Sieve Analysis RV = R-Value Test Lab testing:

SR = Sulfate/Resisitivity Test SH = Shear Test HC= Consolidation MD = Maximum Density

APPENDIX B

RESULTS OF LABORATORY TESTING
Proposed 34-Lot Residential Development
South Melrose Drive and Matagual Drive
Vista, San Diego County, California
Project No. 3706-SD
'91�

G E O T E K

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page B-I

SUMMARY OF LABORATORY TESTING
Classification
Soils were classified visually in general accordance with the Unified Soil Classification System (ASTM Test Method D 2487). The soil classifications are shown on the logs of borings in Appendix A.

Collapse Test
Collapse tests were performed on selected samples of the site soils in general accordance with ASTM D 5333 test procedures. The results of this test are presented graphically in Appendix B.

Direct Shear
Shear testing was performed in a direct shear machine of the strain -control type in general accordance with ASTM D 3080 test procedures. The rate of deformation was approximately 0.035 inch per minute.

The sample was sheared under varying confining loads in order to determine the coulomb shear strength parameters, angle of internal friction and cohesion. The tests were performed on soil samples remolded to approximately 90 percent of maximum dry density as determined by ASTM D 1557 test procedures. The shear test results are presented in Appendix B.

Expansion Index
Expansion Index testing was performed on two soil samples. Testing was performed in general accordance with ASTM Test Method D 4829. The results of the testing are provided below.

Boring No.

Depth (ft.)
Description
Expansion
Index
Classification
B-5
0-5
Sandy Clay
85 Medium
B-7
0-5
Sandy Clay
68 Medium
In -Situ Moisture and Density
The natural water content of sampled soils was determined in general accordance with ASTM D 2216 test procedures on samples of the materials recovered from the subsurface exploration. In addition, in - place dry density of the sampled soils was determined in general accordance with ASTM D 2937 test procedures on relatively undisturbed samples to measure the unit weight of the subsurface soils.

Results of these tests are shown on the boring logs at the appropriate sample depths in Appendix A.

Moisture -Density Relationship
Laboratory testing was performed on two samples collected during the subsurface exploration. The laboratory maximum dry density and optimum moisture content for the soi general accordance with test method ASTM Test Procedure D 1557. The provided in Appendix B.
'G,
G E 0 T E K
I type was determined in
results of the testing are

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION Project No. 3706-SD Geotechnical and Infiltration Evaluation August 3, 2021 Vista, San Diego County, California Page B-2
Sulfate Content, Resistivity and Chloride Content
Testing to determine the water-soluble sulfate content was performed by others in general accordance with ASTM D4327 test procedures. Resistivity testing was completed by others in general accordance with ASTM G 187 test procedures. Testing to determine the chloride content was performed by others in general accordance with ASTM D4327 test procedures. The results of the testing are provided below and in Appendix B.'
Chloride
Sulfate
Resistivity
pH
Boring No.

Depth (ft.)
ASTM D4327
ASTM D4327
ASTM G 187
ASTM D4972
(mg/kg)
(% by weight)
(ohm -cm)
B-5
0-5

8.5 191.4

0.0108
804
B-7
0-5

9.0 58.1

0.0060
1,407
'91�

G E O T E K

❑TRE❑❑ IN ❑I❑❑ HER ❑❑❑ARE F❑❑T

0.1 1.0 10.0 100.0

0.00 ❑ 1.00
El
El
z
0 2.00
0 F-
El
Q 3.00
w
El
w
�❑ 4.00
w
z
El
0 5.00
77 El
El
El
❑ 6.00

7.00 --�-- ❑❑❑Gh❑ ❑�
• ❑❑❑din❑ ❑ria- ® Ind❑CIn
A ❑❑❑din❑AE[Er Ino-hd❑1Ln
--f--- R❑❑❑mod ❑®
❑ERFORMED IN DENERADADDORDANDE ❑ ITD ADTM D DODO

COLLAPSE REPORT
G E O T' E K Sample: B-2 @ 2 feet
Plate C-1
❑❑E❑❑ED ❑❑ERD mm❑oKA❑
❑R❑ EE❑T N ❑ ❑ ❑❑❑❑❑D D ®❑❑❑❑❑❑

❑TRE❑❑ IN ❑I❑❑ HER ❑❑❑ARE F❑❑T

0.1 1.0 10.0 100.0

0.00 El
El
z 1.00
El
El
El
Ll
F-
w
❑ 2.00
z
w
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of
w
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El
0 3.00
El
El
El

4.00 --�-- ❑❑❑Gh❑ ❑�
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--f--- R❑❑❑mod ❑®
❑ERFORMED IN DENERADADDORDANDE ❑ ITD ADTM D DODO

COLLAPSE REPORT
G E O T E K Sample: B-3 @ 1 feet
Plate C-2
❑❑E❑❑ED ❑❑ERD mm❑oKA❑
❑R❑ EE❑T N ❑ ❑ ❑❑❑❑❑D D ®❑❑❑❑❑

",C� DIRECT SHEAR TEST

G E O T E K
Project Name: TTLC Management Inc. an Arizona Corp. Sample Location:

Project Number: 3706-SD Date Tested:

PEAK VALUE
B2 @ 0-5'
7/30/2021
4000.0--------------
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1 1
1 1
1 I
1 1
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1 1
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0.0 500.0 1000.0
1500.0
2000.0
2500.0 3000.0
3500.0
4000.0
NORMAL
STRESS (psf)
Shear Strength: (D = 18 ° C = 401 psf
Notes: I - The soil specimen used in the shear box was a ring sample remolded to approximately 90% relative compaction from a bulk sample collected during the field investigation.
2 - The above reflect direct shear strength at saturated conditions. 3 - The tests were run at a shear rate of 0.035 in/min.

",C� DIRECT SHEAR TEST

G E O T E K
Project Name: TTLC Management, Inc. an Arizona Corp. Sample Location:

Project Number: 3706-SD Date Tested:

B2 @ 0-5'
7/30/2021
4000.0--------------
T------------- ------------ r------------- ------------- r------------ i------------- r------------ i 1 1
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0.0 500.0
1000.0
1500.0
2000.0
2500.0
3000.0
3500.0
4000.0
NORMAL
STRESS (psf)
Shear Strength: (D = 18 ° C = 389 psf
Notes: I - The soil specimen used in the shear box was a ring sample remolded to approximately 90% relative compaction from a bulk sample collected during the field investigation.
2 - The above reflect direct shear strength at saturated conditions. 3 - The tests were run at a shear rate of 0.035 in/min.

"C�

G E O T E K EXPANSION INDEX TEST
(ASTM D4829)
Client: TT❑❑ MEn❑❑❑❑ 11n1EJnma1 Arimi❑ ❑a'❑❑ Tested/Checked By:

Project Number: ❑❑❑❑®D Date Tested:

Project Location: ❑dVl❑©❑m Dr❑❑ M❑®❑❑❑mr❑ Sample Source:

Sample Description:

Rin Rin❑ Di❑❑ l ❑11I1❑' Rin❑ ❑1H❑'

DENSITY DETERMINATION
A
B
C
D
E
F
G
H
I
❑ EJ ❑❑❑❑❑m❑ ❑❑mod m❑ ❑®❑ ri n ❑ ®❑ ❑ ❑❑❑[[1]
❑ EJ [][][][]Erin ❑ ®❑ ❑ ❑❑❑[[1]
N ❑❑❑ EJ ❑❑❑❑❑m❑ HE ®❑ ❑ 388.1
❑ ❑m [In ❑ ®® ❑® 1111 ELI®❑❑❑❑ 117.1
Dr❑DLin J®® ❑® iD®[F❑ 105.1

SATURATION DETERMINATION
VlEiEFIT❑ ❑Eln❑h®❑
I❑❑❑ m ❑ r❑❑ M❑M❑ ❑d 2.70
:1ni❑❑ ®❑❑❑ 1111Er ❑ ❑❑'C, (pcf) 62.4
1 ❑❑<al'❑AHn 51.0

READINGS
DATE
TIME
READIN❑
❑®❑®❑❑❑
❑II11000
❑®❑®❑❑❑
❑�❑❑❑
❑D ❑❑❑N❑ ❑Er[In❑
❑®❑®❑❑❑
❑❑ ❑ ❑®❑
Ini E111
❑❑ ❑ in[Dr❑

FINAL MOISTURE
i n ❑m EJ❑❑❑❑❑❑ ❑❑
m❑❑1E]❑ 11111
❑ ME]❑
❑❑❑®

25.2 EXPANSION INDEX = 85
Fin_L

G E O T E K

MOISTURE/DENSITY RELATIONSHIP
Client: TT❑❑ MEh❑❑❑❑ Eh[H]n--::h Arimn❑ ❑o-❑❑
Project: A❑N®❑❑❑®❑❑[I1C I I -❑
Location: ❑
Material Type: ❑
Material Supplier: ❑
Material Source: ❑
Sample Location: ❑❑ ❑ ❑®❑
El
Job No.: ❑❑❑❑®D
Lab No.: ❑❑'E]n❑
Sampled By: m
Date Sampled:
❑�❑�❑❑❑
Received By: R❑
Date Received:
❑11❑11❑❑❑
Tested By: ❑AA
Date Tested:
❑�❑�❑❑❑
Reviewed By: R❑
Date Reviewed:
❑11❑11❑❑❑
Test Procedure: A❑TM D❑❑❑❑
Oversized Material (%): ❑1111
Method: A
Correction Required: LL�es x� no

MOISTURE/DENSITY RELATIONSHIP CURVE
Om
❑m
❑m
❑❑❑
❑❑❑
U ❑m
a ❑m
❑m
z []IT]
0 ❑m
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❑m
❑❑❑
❑m
❑m
❑m
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 11111111 ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ LL❑ ❑J MOISTURE CONTENT, %
♦ DR❑ DEN❑IT❑ ❑ L LL
■ ❑❑RRE❑TED DR❑ DEN❑IT❑ ®®
♦ []ERE] AIR ❑❑ID❑ DR❑ DEN❑IT❑
x ❑®❑❑®
* ❑®❑❑®
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❑❑®®®❑❑®
❑❑®®❑❑®❑
❑❑® Ell] ❑❑®

MOISTURE DENSITY RELATIONSHIP VALUES
Maximum Dry Density, pcf ❑❑ @ Optimum Moisture, % ❑❑�
Corrected Maximum Dry Density, pcf @ Optimum Moisture, % ` MATERIAL DESCRIPTION
Grain Size Distribution: Atterberg Limits:
❑ ❑r❑mom❑An❑d on N❑❑❑❑ El❑Eid [I❑i®❑
❑ ❑ohd ET1❑mn❑N❑❑❑Et❑Mn❑d F-h N❑❑❑❑❑❑ ❑®Fl❑El❑ice❑
❑ ❑ nErld ❑®❑®❑mn❑N❑❑❑❑❑❑ ❑®FMi an Ind❑m❑
Classification:
❑niJDd ❑El®❑®m1mLiLr❑
AA❑❑T❑ ❑E1FE1❑FE1mCiID11En❑

Project X REPORT S210721A
Corrosion Engineering Page 1
rAlCorrosion Control — Soil, Water, Metallurgy Testing Lab Results Only Soil Testing
for
S. Melrose Dr & Matagual
Dr.

July 23, 2021
Prepared for:

Kyle McHargue
GeoTek, Inc.
1548 North Maple Street
Corona, CA 92280
[email protected]
Project X Job#: S210721A
Client Job or PO#: 3706-CR The True Life Companies
Respectfully Submitted, E S S i
41 � No.l�3"T'102 m
Eduardo Hernandez, M.Sc., P.E.

Sr. Corrosion Consultant `CfiAN ,
NACE Corrosion Technologist #16592 `q
Professional Engineer OF AL��
California No. M37102
ehemandezkproj ectxcorrosion.com
29990 Technology Dr, Suite 13, Murrieta, CA 92563 Tel: 213-928-7213 Fax: 951-226-1720 www.projectxcoffosion.com

Project X
Corrosion Engineering
rAlCorrosion Control — Soil, Water, Metallurgy Testing Lab Soil Analysis Lab Results
Client: GeoTek, Inc.

Job Name: S. Melrose Dr & Matagual Dr.

Client Job Number: 3706-CR The True Life Companies
Project X Job Number: S210721A
July 23, 2021
REPORT S210721A

Page 2 ends

Method
ASTM
D4327
ASTM
D4327
ASTM
G187
ASTM
D4972
ASTM
G200
ASTM
D4658
ASTM
D4327
ASTM
D6919
ASTM
D6919
ASTM
D6919
ASTM
D6919
ASTM
D6919
ASTM
D6919
ASTM
D4327
ASTM
D4327
Bore# / Description
Depth
Sulfates
SO4'"
Chlorides
Cl"
Resistivity
As Rec'd Muwnum
pH
Redox
Sulfide
S'-
Nitrate
NOS
Ammonium
NHa'
Lithium
Li'
Sodium
Nay
Potassium
K`
Magnesium
Mg'
Calcium
Cap`
Fluoride
Fi-
Phosphate
POa'"
00 (mg/kg)
(wt%)
(mg/kg)
(wt
(Ohm -cm)
(Ohm -cm)
(mv)
(mg/kg)
(mg/kg)
(mg/�
(mg/kg)
(mg/kg)
(mg/kg)
(mg/kg)
(mg/kg)
(mg/kg)
(mg/kg)
3706-CR B-5
0-5
108.4

0.0108
191.4

0.0191
8,040
804

8.5 154
www.projectxcorrosion.com

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Lab Request Sheet Chain of Custody
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IMPORTANT:

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G E O T E K EXPANSION INDEX TEST
(ASTM D4829)
Client: TT❑❑ MEn❑❑❑❑ 11n1EJnma1 Arimi❑ ❑a'❑❑ Tested/Checked By:

Project Number: ❑❑❑❑®D Date Tested:

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25.0 EXPANSION INDEX = 68
Fin_L

APPENDIX C

PERCOLATION DATA SHEETS & PORCHET CALCULATIONS
Proposed 34-Lot Residential Development
South Melrose Drive and Matagual Drive
Vista, San Diego County, California
Project No. 3706-SD
'G:�

G E O T E K

Client: TTLC Management Inc. an Arizona Corporation
Project: 45-Lot Residential Development
Project No: 3706-SD
Date: 7/9/2021
Boring No. 1-1
Infiltration Rate (Porchet Method)
Time Interval, At =
Final Depth to Water, DF =
Test Hole Radius, r =
Initial Depth to Water, Do =
Total Test Hole Depth, DT =
Equation -
Ho = DT - Do =
HF = DT - DF =
AH=AD= Ho- HF=
Havg = (Ho+HF)/2 =
It =
It =
30 40.25
4 40
60 OH (60r)
At (r+2Havg)
20 19.75

0.25 19.875

0.05 "'C�

G E O T E K
Inches per Hour

Client: TTLC Management Inc. an Arizona Corporation
Project: 45-Lot Residential Development
Project No: 3706-SD
Date: 7/9/2021
Boring No. 1-2
Infiltration Rate (Porchet Method)
Time Interval, At =
Final Depth to Water, DF =
Test Hole Radius, r =
Initial Depth to Water, Do =
Total Test Hole Depth, DT =
Equation -
Ho = DT - Do =
HF = DT - DF =
AH=AD= Ho- HF=
Havg = (Ho+HF)/2 =
It =
It =
30 40.25
4 40
60 OH (60r)
At (r+2Havg)
20 19.75

0.25 19.875

0.05 "'C�

G E O T E K
Inches per Hour

PERCOLATION DATA SHEET
Project: APNs 166-280-60, -61, -18
Test Hole No.: I -I
Depth of Hole As Drilled: 60 inches
Tested by: JD
Before Test: 60 inches
Job No.: 3706-SD
Date: 7/9/21
After Test: 60 inches
Total
Initial
Final
Time
Reading
Depth of
Water
Water
4 In Water
Time
Interval
Comments
No.

Hole
Level
Level
Level
(Min)
(Inches)
(Inches)
(Inches)
(Inches)
8:17AM -
1 25
60 20

19.75 0.25
8:42AM
8:44AM -
2 25
60 20

19.75 0.25
9:09AM
9:1IAM-
3 30
60 20

19.75 0.25
9:41 AM
9:43AM -
4 30
60 20

19.75 0.25
10:13AM
10:15AM -
5 30
60 20

19.75 0.25
10:45AM
10:47AM -
6 30
60 20

19.75 0.25
11:17AM
11:19AM-
7 30
60 20

19.75 0.25
1 1:49AM
1 1:51AM -
8 30
60 20

19.75 0.25
12:21 PM
12:23PM -
9 30
60 20

19.75 0.25
12:53PM
12:55PM -
10 30
60 20

19.75 0.25
1:25PM
1:27PM -
1 1
30 60
20 19.75

0.25 1:57PM
1:59PM -
12 30
60 20

19.75 0.25
2:29PM
2:31 PM -
13 30
60 20

19.75 0.25
3:01 PM
3:03PM -
14 30
60 20

19.75 0.25
3:33PM
,r�

G E O T E K

PERCOLATION DATA SHEET
Project: APNs 166-280-60, -61, -18
Test Hole No.: 1-2
Depth of Hole As Drilled: 60 inches
Tested by: JD
Before Test: 60 inches
Job No.: 3706-SD
Date: 7/9/21
After Test: 60 inches
Total
Initial
Final
Time
Reading
Depth of
Water
Water
4 In Water
Time
Interval
Comments
No.

Hole
Level
Level
Level
(Min)
(Inches)
(Inches)
(Inches)
(Inches)
8:1 OAM -
1 25
60 20

20.25 0.75
8:35AM
8:37AM -
2 25
60 20

20.5 0.50
9:02AM
9:04AM -
3 30
60 20

20.5 0.50
9:34AM
9:36AM -
4 30
60 20

20.5 0.50
10:06AM
10:08AM -
5 30
60 20

20.75 0.25
10:38AM
10:40AM -
6 30
60 20

20.75 0.25
I I:IOAM
11:12AM-
7 30
60 20

20.75 0.25
1 1:42AM
11:44AM -
8 30
60 20

20.75 0.25
12:14PM
12:16PM -
9 30
60 20

20.75 0.25
12:46PM
12:48PM -
10 30
60 20

20.75 0.25
1:18PM
1:20PM -
1 1
30 60
20 20.75

0.25 1:50PM
1:52PM -
12 30
60 20

20.75 0.25
2:22PM
2:24PM -
13 30
60 20

20.75 0.25
2:54PM
2:56PM -
14 30
60 20

20.75 0.25
3:26PM
,r�

G E O T E K

APPENDIX D

GENERAL GRADING GUIDELINES
Proposed 34-Lot Residential Development
South Melrose Drive and Matagual Drive
Vista, San Diego County, California
Project No. 3706-SD
'G:�

G E O T E K

GENERAL GRADING GUIDELINES APPENDIX D
S. Melrose Dr and Matagual Drive Page D- I
Vista, San Diego County, California Project No. 3706-SD

GENERAL GRADING GUIDELINES
Guidelines presented herein are intended to address general construction procedures for earthwork construction. Specific situations and conditions often arise which cannot reasonably be discussed in general guidelines, when anticipated these are discussed in the text of the report. Often unanticipated conditions are encountered which may necessitate modification or changes to these guidelines. It is our hope that these will assist the contractor to more efficiently complete the project by providing a reasonable understanding of the procedures that would be expected during earthwork and the testing and observation used to evaluate those procedures.

General
Grading should be performed to at least the minimum requirements of governing agencies, Chapters 18 and 33 of the Uniform Building Code, CBC (2019) and the guidelines presented below.

Preconstruction Meeting
A preconstruction meeting should be held prior to site earthwork. Any questions the contractor has regarding our recommendations, general site conditions, apparent discrepancies between reported and actual conditions and/or differences in procedures the contractor intends to use should be brought up at that meeting. The contractor (including the main onsite representative) should review our report and these guidelines in advance of the meeting. Any comments the contractor may have regarding these guidelines should be brought up at that meeting.

Grading Observation and Testing
Observation of the fill placement should be provided by our representative during grading.

Verbal communication during the course of each day will be used to inform the contractor of test results. The contractor should receive a copy of the "Daily Field Report" indicating results of field density tests that day. If our representative does not provide the contractor with these reports, our office should be notified.

2. Testing and observation procedures are, by their nature, specific to the work or area observed and location of the tests taken, variability may occur in other locations. The contractor is responsible for the uniformity of the grading operations; our observations and test results are intended to evaluate the contractor's overall level of efforts during grading. The contractor's personnel are the only individuals participating in all aspect of site work. Compaction testing and observation should not be considered as relieving the contractor's responsibility to properly compact the fill.

3. Cleanouts, processed ground to receive fill, key excavations, and subdrains should be observed by our representative prior to placing any fill. It will be the contractor's responsibility to notify our representative or office when such areas are ready for observation. 'G,
GEOTEK

GENERAL GRADING GUIDELINES APPENDIX D
S. Melrose Dr and Matagual Drive Page D-2
Vista, San Diego County, California Project No. 3706-SD

4. Density tests may be made on the surface material to receive fill, as considered warranted by this firm.

5. In general, density tests would be made at maximum intervals of two feet of fill height or every 1,000 cubic yards of fill placed. Criteria will vary depending on soil conditions and size of the fill.

More frequent testing may be performed. In any case, an adequate number of field density tests should be made to evaluate the required compaction and moisture content is generally being obtained.

6. Laboratory testing to support field test procedures will be performed, as considered warranted, based on conditions encountered (e.g. change of material sources, types, etc.) Every effort will be made to process samples in the laboratory as quickly as possible and in progress construction projects are our first priority. However, laboratory workloads may cause in delays and some soils may require a minimum of 48 to 72 hours to complete test procedures.

Whenever possible, our representative(s) should be informed in advance of operational changes that might result in different source areas for materials.

7. Procedures for testing of fill slopes are as follows:
a) Density tests should be taken periodically during grading on the flat surface of the fill, three to five feet horizontally from the face of the slope. b) If a method other than over building and cutting back to the compacted core is to be employed, slope compaction testing during construction should include testing the outer six inches to three feet in the slope face to determine if the required compaction is being achieved.

8. Finish grade testing of slopes and pad surfaces should be performed after construction is complete.

Site Clearing
All vegetation, and other deleterious materials, should be removed from the site. If material is not immediately removed from the site it should be stockpiled in a designated area(s) well outside of all current work areas and delineated with flagging or other means. Site clearing should be performed in advance of any grading in a specific area.

2. Efforts should be made by the contractor to remove all organic or other deleterious material from the fill, as even the most diligent efforts may result in the incorporation of some materials.

This is especially important when grading is occurring near the natural grade. All equipment operators should be aware of these efforts. Laborers may be required as root pickers.

3. Nonorganic debris or concrete may be placed in deeper fill areas provided the procedures used are observed and found acceptable by our representative. 'Gic,
GEOTEK

GENERAL GRADING GUIDELINES APPENDIX D
S. Melrose Dr and Matagual Drive Page D-3
Vista, San Diego County, California Project No. 3706-SD Treatment of Existing Ground
Following site clearing, all surficial deposits of alluvial fan deposits should be removed unless otherwise specifically indicated in the text of this report.

2. In some cases, removal may be recommended to a specified depth (e.g. flat sites where partial alluvial removals may be sufficient). The contractor should not exceed these depths unless directed otherwise by our representative.

3. Groundwater existing in alluvial areas may make excavation difficult. Deeper removals than indicated in the text of the report may be necessary due to saturation during winter months.

4. Subsequent to removals, the natural ground should be processed to a depth of six inches, moistened to near optimum moisture conditions and compacted to fill standards.

Fill Placement

1. Unless otherwise indicated, all site soil and bedrock may be reused for compacted fill; however, some special processing or handling may be required (see text of report).

2. Material used in the compacting process should be evenly spread, moisture conditioned, processed, and compacted in thin lifts six (6) to eight (8) inches in compacted thickness to obtain a uniformly dense layer. The fill should be placed and compacted on a nearly horizontal plane, unless otherwise found acceptable by our representative.

3. If the moisture content or relative density varies from that recommended by this firm, the contractor should rework the fill until it is in accordance with the following:
a) Moisture content of the fill should be at or above optimum moisture. Moisture should be evenly distributed without wet and dry pockets. Pre -watering of cut or removal areas should be considered in addition to watering during fill placement, particularly in clay or dry surficial soils. The ability of the contractor to obtain the proper moisture content will control production rates.
b) Each six-inch layer should be compacted to at least 90 percent of the maximum dry density in compliance with the testing method specified by the controlling governmental agency. In most cases, the testing method is ASTM Test Designation D 1557.

4. Rock fragments less than eight inches in diameter may be utilized in the fill, provided:
a) They are not placed in concentrated pockets;
b) There is a sufficient percentage of fine-grained material to surround the rocks; c) The distribution of the rocks is observed by, and acceptable to, our representative.

5. Rocks exceeding eight (8) inches in diameter should be taken off site, broken into smaller fragments, or placed in accordance with recommendations of this firm in areas designated suitable for rock disposal. On projects where significant large quantities of oversized materials are anticipated, alternate guidelines for placement may be included. If significant oversize materials are encountered during construction, these guidelines should be requested. 'Gic,
GEOTEK

GENERAL GRADING GUIDELINES APPENDIX D
S. Melrose Dr and Matagual Drive Page DA
Vista, San Diego County, California Project No. 3706-SD

6. In clay soil, dry or large chunks or blocks are common. If in excess of eight (8) inches minimum dimension, then they are considered as oversized. Sheepsfoot compactors or other suitable methods should be used to break up blocks. When dry, they should be moisture conditioned to provide a uniform condition with the surrounding fill.

Slope Construction
I. The contractor should obtain a minimum relative compaction of 90 percent out to the finished slope face of fill slopes. This may be achieved by either overbuilding the slope and cutting back to the compacted core, or by direct compaction of the slope face with suitable equipment.

2. Slopes trimmed to the compacted core should be overbuilt by at least three (3) feet with compaction efforts out to the edge of the false slope. Failure to properly compact the outer edge results in trimming not exposing the compacted core and additional compaction after trimming may be necessary.

3. If fill slopes are built "at grade" using direct compaction methods, then the slope construction should be performed so that a constant gradient is maintained throughout construction. Soil should not be "spilled" over the slope face nor should slopes be "pushed out" to obtain grades.

Compaction equipment should compact each lift along the immediate top of slope. Slopes should be back rolled or otherwise compacted at approximately every 4 feet vertically as the slope is built.

4. Corners and bends in slopes should have special attention during construction as these are the most difficult areas to obtain proper compaction.

5. Cut slopes should be cut to the finished surface. Excessive undercutting and smoothing of the face with fill may necessitate stabilization.

UTILITY TRENCH CONSTRUCTION AND BACKFILL
Utility trench excavation and backfill is the contractors responsibility. The geotechnical consultant typically provides periodic observation and testing of these operations. While efforts are made to make sufficient observations and tests to verify that the contractors' methods and procedures are adequate to achieve proper compaction, it is typically impractical to observe all backfill procedures. As such, it is critical that the contractor use consistent backfill procedures.

Compaction methods vary for trench compaction and experience indicates many methods can be successful. However, procedures that "worked" on previous projects may or may not prove effective on a given site. The contractor(s) should outline the procedures proposed, so that we may discuss them prior to construction. We will offer comments based on our knowledge of site conditions and experience.
'GIC,
GEOTEK

GENERAL GRADING GUIDELINES APPENDIX D
S. Melrose Dr and Matagual Drive Page D-5
Vista, San Diego County, California Project No. 3706-SD I. Utility trench backfill in slopes, structural areas, in streets and beneath flat work or hardscape should be brought to at least optimum moisture and compacted to at least 90 percent of the laboratory standard. Soil should be moisture conditioned prior to placing in the trench.

2. Flooding and jetting are not typically recommended or acceptable for native soils. Flooding or jetting may be used with select sand having a Sand Equivalent (SE) of 30 or higher. This is typically limited to the following uses:
a) shallow (12 + inches) under slab interior trenches and, b) as bedding in pipe zone.

The water should be allowed to dissipate prior to pouring slabs or completing trench compaction.

3. Care should be taken not to place soils at high moisture content within the upper three feet of the trench backfill in street areas, as overly wet soils may impact subgrade preparation.

Moisture may be reduced to 2% below optimum moisture in areas to be paved within the upper three feet below sub grade.

4. Sand backfill should not be allowed in exterior trenches adjacent to and within an area extending below a 1:1 projection from the outside bottom edge of a footing, unless it is similar to the surrounding soil.

S. Trench compaction testing is generally at the discretion of the geotechnical consultant. Testing frequency will be based on trench depth and the contractors procedures. A probing rod would be used to assess the consistency of compaction between tested areas and untested areas. If zones are found that are considered less compact than other areas, this would be brought to the contractors attention.

JOB SAFETY
General
Personnel safety is a primary concern on all job sites. The following summaries are safety considerations for use by all our employees on multi -employer construction sites. On ground personnel are at highest risk of injury and possible fatality on grading construction projects. The company recognizes that construction activities will vary on each site and that job site safety is the contractor's responsibility.

However, it is, imperative that all personnel be safety conscious to avoid accidents and potential injury.

In an effort to minimize risks associated with geotechnical testing and observation, the following precautions are to be implemented for the safety of our field personnel on grading and construction projects.

I . Safety Meetings: Our field personnel are directed to attend the contractor's regularly scheduled safety meetings.
'Gic,
GEOTEK

GENERAL GRADING GUIDELINES APPENDIX D
S. Melrose Dr and Matagual Drive Page D-6
Vista, San Diego County, California Project No. 3706-SD

2. Safety Vests: Safety vests are provided for and are to be worn by our personnel while on the job site.

3. Safety Flags: Safety flags are provided to our field technicians; one is to be affixed to the vehicle when on site, the other is to be placed atop the spoil pile on all test pits.

In the event that the contractor's representative observes any of our personnel not following the above, we request that it be brought to the attention of our office.

Test Pits Location, Orientation and Clearance
The technician is responsible for selecting test pit locations. The primary concern is the technician's safety. However, it is necessary to take sufficient tests at various locations to obtain a representative sampling of the fill. As such, efforts will be made to coordinate locations with the grading contractors authorized representatives (e.g. dump man, operator, supervisor, grade checker, etc.), and to select locations following or behind the established traffic pattern, preferably outside of current traffic. The contractors authorized representative should direct excavation of the pit and safety during the test period. Again, safety is the paramount concern.

Test pits should be excavated so that the spoil pile is placed away from oncoming traffic. The technician's vehicle is to be placed next to the test pit, opposite the spoil pile. This necessitates that the fill be maintained in a drivable condition. Alternatively, the contractor may opt to park a piece of equipment in front of test pits, particularly in small fill areas or those with limited access.

A zone of non -encroachment should be established for all test pits (see diagram below). No grading equipment should enter this zone during the test procedure. The zone should extend outward to the sides approximately 50 feet from the center of the test pit and 100 feet in the direction of traffic flow.

This zone is established both for safety and to avoid excessive ground vibration, which typically decreases test results.
'Gic,
GEOTEK

GENERAL GRADING GUIDELINES APPENDIX D
S. Melrose Dr and Matagual Drive Page D-7
Vista, San Diego County, California Project No. 3706-SD

TEST PIT SAFETY PLAN

SIDE VIEW
T � i CCJC
JZ
_- LL n- --
Tr it Dir lil n N-nd=n-r--JT_ -n-
--if
-1'Td r T-mCl- L:IEEA—
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N nEn r I HIM

PLAN VIEW
Slope Tests
When taking slope tests, the technician should park their vehicle directly above or below the test location on the slope. The contractor's representative should effectively keep all equipment at a safe operation distance (e.g. 50 feet) away from the slope during testing.

The technician is directed to withdraw from the active portion of the fill as soon as possible following testing. The technician's vehicle should be parked at the perimeter of the fill in a highly visible location.

Trench Safety
It is the contractor's responsibility to provide safe access into trenches where compaction testing is needed. Trenches for all utilities should be excavated in accordance with CAL -OSHA and any other applicable safety standards. Safe conditions will be required to enable compaction testing of the trench backfill.

All utility trench excavations in excess of 5 feet deep, which a person enters, are to be shored or laid back. Trench access should be provided in accordance with OSHA standards. Our personnel are directed not to enter any trench by being lowered or "riding down" on the equipment.

Our personnel are directed not to enter any excavation which; I. is 5 feet or deeper unless shored or laid back,

2. exit points or ladders are not provided,

3. displays any evidence of instability, has any loose rock or other debris which could fall into the trench, or

4. displays any other evidence of any unsafe conditions regardless of depth. 'G,
GEOTEK

GENERAL GRADING GUIDELINES APPENDIX D
S. Melrose Dr and Matagual Drive Page D-8
Vista, San Diego County, California Project No. 3706-SD If the contractor fails to provide safe access to trenches for compaction testing, our company policy requires that the soil technician withdraws and notifies their supervisor. The contractors representative will then be contacted in an effort to effect a solution. All backfill not tested due to safety concerns or other reasons is subject to reprocessing and/or removal.

Procedures
In the event that the technician's safety is jeopardized or compromised as a result of the contractor's failure to comply with any of the above, the technician is directed to inform both the developer's and contractor's representatives. If the condition is not rectified, the technician is required, by company policy, to immediately withdraw and notify their supervisor. The contractor's representative will then be contacted in an effort to effect a solution. No further testing will be performed until the situation is rectified. Any fill placed in the interim can be considered unacceptable and subject to reprocessing, recompaction or removal.

In the event that the soil technician does not comply with the above or other established safety guidelines, we request that the contractor bring this to technicians attention and notify our project manager or office. Effective communication and coordination between the contractors' representative and the field technician(s) is strongly encouraged in order to implement the above safety program and safety in general.

The safety procedures outlined above should be discussed at the contractor's safety meetings. This will serve to inform and remind equipment operators of these safety procedures particularly the zone of non -encroachment.

ALTERNATES
Bottom of Cleanout to Be At
Least 1.5 Times the Width of 3 6" Perforated Pipe in 9 cubic feet per Lineal Compaction Equipment �: Foot Clean Gravel Wrapped in Filter Fabric 3'
Finish Grade
Original Ground
j� Loose Surface Materials
/ 4 feet typical
Suitable
Construct Benches Material
where slope exceeds 5:1 I ,FFI- Dr in
Bottom of Cleanout to Be At
Least 1.5 Times the Width of 6" Perforated Pipe in 9 cubic feet Compaction Equipment per Lineal Foot Clean Gravel
Wrapped in Filter Fabric

Finish Grade
Min. 3 Feet
Compacted Fill

TYPICAL FILL SLOPE OVER

NATURAL DESCENDING SLOPE
Compacted Fill Fill Slope
..........
...........
..........
...........

Toe of Fill Slope
Topsoil per Plan
Colluvium
Project Removal
1 to 1
> > > > > J > > > >
>
.Bedrock.>>>>{>{>{>{
> > } > > > > > > > > > > > > > Min.
f
>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>> o
Min. 2 /o Fall
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`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`>`> or1.5 Equipment , > > > > > > > > > > } Min.
>>>>>>>>>>>> 2Feet >>r,
Colluvium
Min. 2 /o Fall > > >
Creep Zone
> > > > > > > > > > or 1.5 Equipment > > > > > > > > > > > > ' ' ' ' Widths for Compaction ' ' ' ' ' ' ' > > > ' ' ' ' ' ' ' > > '

Finish Grade

TYPICAL FILL SLOPE OVER

CUT SLOPE
2: 1 Fill Slope
Toe of Fill Slope
per Plan
Top it
C Iluvium
> > > > > > > > > > > > Min.2%Fall Creep Zone
Minimum 15 Feet Wide
t <> or 1.5 Equipment
Widths for Compaction
>>>>>>>>>>>>
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>>. >>>>>>>>>>>>>>>>>>
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< Excavate key if width or depth < < < < < < < < < < < < < < < < < < < < < < < 3.< < < < Suitable Dense Material ` " " " " " " " < " " " " " "
,' Jess.. than indicated in table above , , , , , , , , , , , , , , , , , , , , , , , ,

CROSS SECTIONAL VIEW

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T

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------------------- --------------------
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❑❑ ❑❑I❑FI❑❑❑❑ER ❑ INDR❑❑ ❑❑❑❑EE ❑E ❑FEET ❑R ❑ER MRl❑D❑I❑TI❑NA❑❑TANDARD❑AND ❑❑FFI❑IENT F❑R F❑T❑RE E❑❑A❑ATI❑N❑ T❑ A[][] ID R❑❑❑❑
❑❑ MA❑IM❑M R❑❑❑ ❑ILIE IN ❑ INDR❑❑ ❑ I❑ ❑FEET
❑❑ ❑❑I❑AR❑❑ND ❑ INDR❑❑ ❑T❑ ❑E ❑AND❑ MATERIAL] ❑❑❑11E [IT T❑ ❑❑I❑EN❑INEERAll ❑E❑TAN❑E ❑❑ ❑❑A❑IN❑ AND ' ' EARAN' E❑ MOOT ❑E ❑❑FFI❑IENTT❑ A❑❑❑❑ FOR ❑R❑❑ER ❑❑M❑A❑TI❑N ❑❑ INDI❑D❑A❑❑AREE RL--- MA❑ ❑E ❑❑RIED IN ❑IT❑❑

....................
...................
.....................

MIN. 3 FEET

COMPACTED FILL
�R
qb�
=141]:tell]N
4" diameter perforated drain pipe
(Schedule 40 PVC or equivalent) in
6 cubic feet per lineal foot clean gravel
wrapped in filter fabric

TERRACE DRAIN

AS REQUIRED
.................................
................................

COMPACTED FILL
1 MIN. 2 FEET

EMBEDDMENT

SEE DETAILS FOR BACKDRAIN

AND HEEL DRAIN

BACKDRAIN

DETAILS
2% Minimum -
Fall
4" diameter solid outlet pipe (Schedule 40
PVC or equivalent) laterals to slope face or
storm drain system at maximum 100 foot
maximum intervals
Note: Additional backdrains may be recommended
MIN. 15 FEET WIDE OR 1.5 EQUIPMENT

WIDTHS FOR COMPACTION

HEEL DRAIN

DETAILS
s.
o
6" diameter perforated drain pipe in 6 cubic
feet per lineal foot clean gravel wrapped
in filter fabric, outlet pipe to gravity flow
with 2 % minimum fall

Appendix F
Phase I Environmental Site Assessment

PHASE I ENVIRONMENTAL SITE ASSESSMENT
ASSESSOR'S PARCEL NUMBERS: 166-280-60, -61 AND -18

SOUTHEAST CORNER OF SOUTH MELROSE DRIVE AND MATAGUAL DRIVE VISTA, SAN DIEGO COUNTY, CALIFORNIA 92571
July 20, 2021
Project No. 3706-SD
Prepared For:

TTLC Management, Inc. an Arizona Corporation
2942 Century Place, Suite 121
Costa Mesa, California 92626
'G-
GEOTEK

GeoTek, Inc.
1548 North Maple Street, Corona, California 92878
(951) 710-1 160 Office (951) 710-1 167 Fax www.geotekusa.com July 20, 2021
Project No. 3706-SD
TTLC Management, Inc. an Arizona Corporation
2942 Century Place, Suite 121
Costa Mesa, California 92626
Attention: Mr. Michael Torres
Subject: Phase I Environmental Site Assessment
Assessor's Parcel Numbers: 166-280-60, -61 and -18
Southeast Corner of South Melrose Drive and Matagual Drive Vista, San Diego County, California
Dear Mr. Torres:

GEoTEK, INC. (GEOTEK) is pleased to present this Phase I Environmental Site Assessment for the above -referenced subject Site. Services were conducted in substantial conformance with the scope and limitations of the American Society of Testing and Materials E 1527-13, "Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process," which is approved to meet the requirements of the federal All Appropriate Inquiries (AAI) standards as set forth in the Code of Federal Regulations, Title 40, Section 312 (40 CFR 312), and GEoTEK'S Proposal No. P- 0601521-SD, dated June 18, 2021.

This Phase I Environmental Site Assessment has not revealed evidence of a recognized environmental condition in connection with the subject Site. No further investigation is recommended at this time.

Please be aware that prior to demolition of any of the existing Site structures, federal and state regulations require asbestos -containing materials (ACM) and lead -based paint (LBP) surveys be performed.

GEOTECHNICAL I ENVIRONMENTAL I MATERIALS

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
Vista, San Diego County, California Page 3
We appreciate this opportunity to be of service. If you have any questions, or if we can be of further service, please contact us at (951) 710-1 160.

Sincerely,
GEOTEK, INC.

Edward H. LaMont
Principal Geologist, CEG 1892
Expires 07/31/2022
/ XOSAG��
KYLE R. O�,f
a MCMAAGUE a
9790
4 OF CAL�FOP
Kyle R. McHargue
Project Geologist, PG 9790
Expires 02/28/2022
J. Michael Batten, CEM, REPA
Environmental Services Manager
Registered Environmental Property
Assessor No. 113162
Expires 06/ 15/2022
GEOTEK

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
Vista, San Diego County, California Page i

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY....................................................................................................................................1

2.0 INTRODUCTION..............................................................................................................................................3

2.1 PURPOSE.............................................................................................................................................................3

2.2 SCOPE OF WORK.............................................................................................................................................3

2.3 SIGNIFICANT ASSUMPTIONS............................................................................................................................4

2.4 LIMITATIONS AND EXCEPTIONS.....................................................................................................................4

2.5 SPECIAL TERMS AND CONDITIONS................................................................................................................5

2.6 RELIANCE...........................................................................................................................................................5

3.0 DESCRIPTION OF SITE AND SURROUNDING AREA..........................................................................6

3.1 SITE LOCATION AND LEGAL DESCRIPTION..................................................................................................6

3.2 SITE AND VICINITY GENERAL CHARACTERISTICS........................................................................................6

3.3 CURRENT PROPERTY USE................................................................................................................................6

3.4 SITE IMPROVEMENTS.........................................................................................................................................6

3.4.1 HAZARDOUS SUBSTANCES....................................................................................................................6

3.4.2 STORAGE TANKS....................................................................................................................................7

3.4.3 POLY -CHLORINATED BIPHENYLS (PCBs) ...........................................................................................7

3.4.4 CONTROLLED SUBSTANCES..................................................................................................................7

3.4.5 INDICATIONS OF SOLID WASTE DISPOSAL.........................................................................................7

3.4.6 UTILITY SUPPLY.......................................................................................................................................7

3.4.7 DRAINAGE...............................................................................................................................................7

3.4.8 OTHER CONDITIONS OF CONCERN...................................................................................................8

3.4.9 INTERVIEWS.............................................................................................................................................8

3.5 CURRENT ADJOINING PROPERTY USE..........................................................................................................8

4.0 CLIENT PROVIDED INFORMATION..........................................................................................................9

4.1 ENVIRONMENTAL CLEAN UP LIENS...............................................................................................................9

4.2 ACTIVITY AND USE LIMITATIONS...................................................................................................................9

4.3 SPECIALIZED KNOWLEDGE..............................................................................................................................9

4.4 PURCHASE PRICE...............................................................................................................................................9

4.5 COMMONLY KNOWN INFORMATION..........................................................................................................9

4.6 OBVIOUS INDICATORS OF CONTAMINATION.............................................................................................9

4.7 OWNER, PROPERTY MANAGER AND OCCUPANT INFORMATION...........................................................9

4.8 REASON FOR PERFORMING PHASE I ESA................................................................................................... 10 4.9 OTHER USER PROVIDED INFORMATION.................................................................................................... 10 5.0 PROPERTY PHYSICAL SETTING................................................................................................................ 11 5.1 REGIONAL GEOLOGY................................................................................................................................... 11 5.2 LOCAL GEOLOGIC SETTING AND TOPOGRAPHY..................................................................................... 11 5.3 VICINITY SURFACE DRAINAGE..................................................................................................................... 11 5.4 HYDROGEOLOGY..........................................................................................................................................12

6.0 ENVIRONMENTAL REGULATORY RECORDS REVIEW.................................................................... 13 6.1 ENVIRONMENTAL DATABASE RECORDS SEARCH..................................................................................... 13 6.2 DISCUSSION OF REGULATORY RECORDS.................................................................................................. 14 6.2.1 NATIONAL PRIORITY LIST.................................................................................................................. 14 6.2.2 SUPERFUND ENTERPRISE MANAGEMENT SYSTEM............................................................................ 14 6.2.3 RESOURCE CONSERVATION AND RECOVERY ACT........................................................................ 15 6.2.4 EMERGENCY RESPONSE NOTIFICATION SYSTEM............................................................................. 16 6.2.5 FEDERAL INSTITUTIONAL CONTROL/ENGINEERING CONTROL REGISTRIES .............................. 16 6.2.6 STATE RESPONSE SITES........................................................................................................................ 16 GEOTEK'G.,

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Vista, San Diego County, California Page ii

TABLE OF CONTENTS

6.2.7 ENVIROSTOR DATABASE.................................................................................................................... 16 6.2.8 CALIFORNIA HAZARDOUS MATERIAL INCIDENT REPORT SYSTEM .............................................. 17 6.2.9 SOLID WASTE FACILITIES LIST............................................................................................................ 17 6.2.10 LEAKING UNDERGROUND STORAGE TANKS LIST.......................................................................... 17 6.2.1 1 UNDERGROUND STORAGE TANKS LIST.......................................................................................... 18 6.2. 1 2 SPILLS, LEAKS, INVESTIGATION AND CLEANUP COST RECOVERY LISTING (SLIC) .................... 18 6.2.13 STATE INSTITUTIONAL CONTROUENGINEERING CONTROL REGISTRIES ................................... 19 6.2.14 TRIBAL DATABASES............................................................................................................................. 19 6.2.15 OTHER DATABASES............................................................................................................................. 19 6.2.16 DRY CLEANERS....................................................................................................................................20

6.2.17 UNMAPPABLE FACILITIES.....................................................................................................................20

6.3 LOCAL REGULATORY AGENCY RECORDS................................................................................................. 20 7.0 VAPOR ENCROACHMENT SCREEN....................................................................................................... 21 8.0 SITE AND SURROUNDING AREA HISTORY........................................................................................22

8.1 HISTORICAL SITE USAGE............................................................................................................................... 22 8.1.1 AERIAL PHOTOGRAPH REVIEW.......................................................................................................... 22 8.1.2 TOPOGRAPHIC MAP REVIEW.............................................................................................................22

8.1.3 BUILDING DEPARTMENT RECORDS...................................................................................................23

8.1.4 CITY DIRECTORY REVIEW..................................................................................................................23

8. 1 .5 SANBORN MAP REVIEW...................................................................................................................... 24 8. 1 .6 CHAIN OF TITLE................................................................................................................................... 24 8.2 HISTORICAL IMMEDIATELY SURROUNDING PROPERTY USAGE............................................................... 24 8.2.1 AERIAL PHOTOGRAPH REVIEW.......................................................................................................... 24 8.2.2 TOPOGRAPHIC MAP REVIEW.............................................................................................................25

8.2.3 CITY DIRECTORIES.............................................................................................................................. 25 8.2.4 SANBORN MAP REVIEW...................................................................................................................... 26 8.3 HISTORICAL USE SUMMARY.........................................................................................................................26

9.0 SIGNIFICANT DATA GAPS......................................................................................................................... 27 10.0 CONCLUSIONS AND RECOMMENDATIONS.....................................................................................28

11.0 CERTIFICATIONS...........................................................................................................................................29

12.0 REFERENCES.....................................................................................................................................................30

LIST OF APPENDICES
Appendix A: Figures
Appendix B: Supporting Documents
Appendix C: Photographs
Appendix D: Environmental Database Report
Appendix E: Vapor Encroachment Screening
Appendix F Project Team Qualifications

GEOTEK'G,

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
Vista, San Diego County, California Page I

1.0 EXECUTIVE SUMMARY
GeoTek, Inc. (GeoTek) has performed a Phase I Environmental Site Assessment (ESA) for the subject property: Assessor's Parcel Numbers 166-280-60, -61 and -18, (the "Site"), located in the City of Vista, San Diego County, California. Our services were conducted in substantial conformance with the scope and limitations of the American Society of Testing and Materials (ASTM) E 1527-13, "Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process", which is approved to meet the requirements of the federal All Appropriate Inquiries (AAI) standards as set forth in the Code of Federal Regulations, Title 40, Section 312 (40 CFR 312), and GeoTek Proposal No. P-0601521-SD, dated June 18, 2021. Any additions or deletions from our scope of services are discussed in the appropriate sections of this assessment.

A representative of GEOTEK conducted a Site reconnaissance on July 2, 2021. The weather was hot and the sky was clear. The irregular shaped Site is currently comprised of three (3) parcels of land (identified as San Diego County Assessor's Parcel Numbers [APNs] 166-280-60, -61 and -18), encompassing an area of about 5.28 acres. The Site can generally be accessed by South Melrose Drive to the west or Matagual Drive to the north.

The Site currently is comprised of a religious facility (addressed as 560 South Melrose Avenue), vacant land and a single-family residence (addressed as 622 South Melrose Avenue). The inside of these structures was not observed at the time of this report. Visual evidence of hazardous substances or wastes was not observed during our Site reconnaissance. No pungent or acrid odors were observed emanating from the Site.

The Site is in an area largely characterized by residential and commercial development. The Site is bordered on the north by Matagual Drive, followed by a religious facility (addressed as 490 South Melrose Drive); on the east by residential development; on the south by Melrose Dental Arts Plaza (addressed as 620 South Melrose Drive) and residential development; and on the west by South Melrose Drive, followed by commercial development.

Based on readily available historic information, the Site appears to have vacant land from at least 1939 until at least 1946. The existing single-family residence on the southeast portion of the Site is first visible in the 1953 aerial photograph. The existing religion facility on the west portion of the Site is first visible in the 1964 aerial photograph. There are no significant changes in the 1967, 1970 and 1979 aerial photographs. The paved parking area associated with the religious facility is first visible in the 1985 aerial photograph. There are no significant changes to the Site from 1985 to the present. The surrounding areas generally appear to vacant land with some ,G-,
GEOTEK

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
Vista, San Diego County, California Page 2
agricultural use and sporadic single family residences from at least 1939 until at least 1953.

Increased expansion of residential development in the surrounding areas is visible from 1964 to 1985. Commercial development is visible to the west and northwest of the Site from the 2002 aerial photograph to the 2016 aerial photograph.

The Site does not appear on the database report obtained for this assessment. One (1) of the adjacent properties appears on the database report. The facility is listed on the RCRA Non - Generators database. The facility is listed as Michael C. Maksim DDS, addressed as 630 South Melrose Drive. The facility is located approximately 0.028 mile south of the Site. The facility description is listed "offices of dentists" and no violations are listed.

There are 25 additional facilities listed on the database report within the various search distances specified by ASTM E 1527-13. Due to their status listings, distances and/or locations hydro - geologically down- or cross -gradient, these facilities do not represent an environmental concern to the Site.

This Phase I Environmental Site Assessment has not revealed evidence of a recognized environmental condition in connection with the subject Site. No additional investigation is recommended at this time.

This executive summary does not contain all the information that is found in the full report. The report should be read in its entirety to obtain a more complete understanding of the information provided and to aid in any decisions made or actions taken based on this information.

GEOTEK

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
Vista, San Diego County, California Page 3

2.0 INTRODUCTION
GEoTEK, INC. (GEOTEK) has performed a Phase I Environmental Site Assessment (ESA) for San Diego County Assessor's Parcel Numbers 166-280-60, -61 and -18 (the "Site"), located in the City of Vista, San Diego County, California.

2.1 PURPOSE
The purpose of this Phase I ESA was to identify and evaluate actual and potential environmental conditions involving the subject Site. It was not the purpose of this assessment to determine the degree or extent of contamination, if any, but rather the potential for contamination.

2.2 SCOPE OF WORK
The Phase I ESA is a general characterization of environmental concerns based on reasonably ascertainable information and observations. GEOTEK performed the Phase I ESA in substantial accordance with ASTM E 1527-13. The following services were provided for the assessment:
■ A reconnaissance of the Site and surrounding properties to visually assess current utilization and indications of potential surface contamination. This was accomplished by driving the Site boundaries, and then traversing the Site until the entire Site had been surveyed.
■ A reconnaissance of the surrounding area for approximately one-half mile was conducted, without entering the properties, making observations concerning property uses, conditions, and housekeeping.
■ A review of the geologic and hydro -geologic settings was conducted using reasonably ascertainable public records and documents.
■ An environmental database report was obtained from a data service provider. This database report compiles and locates documented "hazardous waste" facilities within specific minimum search distances as defined by ASTM E 1527-13. If necessary, additional information on identified facilities was gathered by a file review at the appropriate federal, state, local, and/or tribal regulatory agency.
■ A review of reasonably ascertainable historical records (including aerial photographs, topographic maps, building records, environmental liens and AULs, and city directories) 'Gir.,
GEOTEK

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
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was conducted to assess the historical land utilization and indications of potential contamination or sources of contamination for the Site. ■ This report was prepared, which relates the findings of this study and presents our conclusions and recommendations.

Specific items not included in this Scope of Services are soil analysis, water analysis, asbestos containing materials analysis, radon analysis, lead -based paint analysis, lead in drinking water, wetlands, regulatory compliance, cultural and historic resources, industrial hygiene, health and safety, ecological resources, endangered species, indoor air quality, vapor intrusion testing, high voltage power lines, and other items not within the scope of ASTM E 1527-13.

2.3 SIGNIFICANT ASSUMPTIONS
Specific assumptions by GEOTEK for this assessment include:
■ GEOTEK had permission to access the Site grounds;
■ The client has provided GEOTEK with available geotechnical or environmental reports for the Site;
■ The client has provided GEOTEK with known current or historic uses of hazardous materials at the Site, or with other specialized knowledge of the environmental history of the Site and surrounding area;
■ The client is not the sole and absolute source of information; ■ Seller has provided proper and complete access to their knowledge, both written and verbal, and GEOTEK can rely on the information.

2.4 LIMITATIONS AND EXCEPTIONS
GEOTEK conducted a Phase I Environmental Site Assessment in substantial accordance with ASTM E 1527-13 and as authorized by TTLC Management, Inc. an Arizona Corporation. This study does not include sampling of soil, groundwater and/or asbestos and lead of existing structures for environmental testing. This report is intended for the use of TTLC Management, Inc. an Arizona Corporation. The contents should not be relied upon by any party other than the aforementioned without the express written consent of GEOTEK. 'Gir.,
GEOTEK

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
Vista, San Diego County, California Page 5
The findings, conclusions, and recommendations made in this report are based on the information that was made available to GEOTEK, in most instances from public records. The information is relevant to the date of our site work and should not be relied on to represent conditions at any later date. The opinions and conclusions expressed herein are based on information obtained during our assessment and on our experience and current standards of technical practice.

GEOTEK makes no other warranties, either express or implied, concerning the completeness of the data furnished to us. GEOTEK cannot be responsible for conditions or consequences arising from relevant facts that were concealed, withheld, or not fully disclosed at the time our assessment was undertaken. GEOTEK is not responsible, nor liable for work, testing or recommendations performed or provided by others. This Phase I Environmental Site Assessment is not and should not be construed as a warranty or guarantee about the presence or absence of environmental hazards or contaminants, which may affect the subject site. Facts, conditions, and acceptable risk factors change with time; accordingly, this report should be viewed within this context.

Specific limitations to the scope of ASTM E 1527-13 due to contract limitations, availability of resources, and/or encountered Site conditions are discussed in the appropriate section(s) of this report.

2.5 SPECIAL TERMS AND CONDITIONS
This assessment report is presented as fulfilling the standard requirements of most financial institutions, governmental regulatory agencies, ASTM, and generally accepted industry standards and practices. Please refer to GEOTEK Proposal No. P-060152I -SD for complete terms and conditions for this assessment.

2.6 RELIANCE
This assessment has been prepared for the exclusive use and may be relied upon by TTLC Management, Inc. an Arizona Corporation and the successors and assignees. Third party reliance letters may be issued upon request and upon the payment of the, then current, fee for such letters. All third parties relying on this report, by such reliance, agree to be bound by the General Conditions and Limitations agreed to TTLC Management, Inc. an Arizona Corporation. No reliance by any party is permitted without such agreement, regardless of the content of the reliance letter itself.
'G�'
GEOTEK

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
Vista, San Diego County, California Page 6

3.0 DESCRIPTION OF SITE AND SURROUNDING AREA
The objective of describing the Site and surrounding area is to document current conditions as observed and to obtain information which would indicate the likelihood of a recognized environmental condition in connection with the Site. A representative of GEOTEK conducted a Site reconnaissance on June 2, 2021. The weather was hot and the sky was clear. The Site can generally be accessed by South Melrose Drive to the west or Matagual Drive to the north.

3.1 SITE LOCATION AND LEGAL DESCRIPTION
The Site is located east of South Melrose Drive and south of Matagual Drive in the City of Vista, San Diego County, California. According to the U.S. Geological Survey (USGS) San Marcos and topographic map sheet (7.5-minute series), the Site is located in Sections 25, Township I I South, Range 4 West (see Figure I in Appendix A and documents in Appendix B). The San Diego County Assessor's Parcel Numbers (APNs) are 166-280-60, -61 and -18.

3.2 SITE AND VICINITY GENERAL CHARACTERISTICS
The Site currently is comprised of a religious facility (addressed as 560 South Melrose Avenue), vacant land and a single-family residence (addressed as 622 South Melrose Avenue).

The Site is in an area largely characterized by residential and commercial development.

3.3 CURRENT PROPERTY USE
The Site currently is comprised of a religious facility (addressed as 560 South Melrose Avenue), vacant land and a single-family residence (addressed as 622 South Melrose Avenue).

3.4 SITE IMPROVEMENTS
Site improvements currently consist of a religious facility (addressed as 560 South Melrose Avenue), and a single-family residence (addressed as 622 South Melrose Avenue). Photographs of the Site are included in Appendix C.

3.4.1 HAZARDOUS SUBSTANCES
Visual evidence of hazardous substances or wastes was not observed. No pungent or acrid odors were observed emanating from the Site.
,G-,
GEOTEK

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
Vista, San Diego County, California Page 7

3.4.2 STORAGE TANKS
GEOTEK did not observe evidence of underground ground storage tanks (such as vent pipes, fill pipes, regular -shaped depressions, etc.) on the Site.

3.4.3 POLY -CHLORINATED BIPHENYLS (PCBs)
GEoTEK did not observe suspect equipment (transformers, elevators, hydraulic lift mechanisms, trash compactors, etc.) which may contain PCBs on the Site.

3.4.4 CONTROLLED SUBSTANCES
GEoTEK consulted the U.S. Drug Enforcement Agency (DEA) website to cross-check the Site address against published facilities subject to DEA enforcement. The Site did not appear on the list of published facilities, based on cross -streets.

GEOTEK did not observe evidence of illegal or controlled substances being used or manufactured at the Site.

3.4.5 INDICATIONS OF SOLID WASTE DISPOSAL
Waste disposal for the Site and Site area is provided by EDCO.

3.4.6 UTILITY SUPPLY
Water services for the Site and area are provided by Vista Irrigation District. Sewer services for the Site and area are provided by the City of Vista. Natural gas and electric services for the Site and area are provided by San Diego Gas and Electric (SDG&E).

3.4.7 DRAINAGE
Natural drainage at the Site is generally interpreted to be toward the northwest, conforming to the natural topography in the area. Ponded water was not observed during our Site reconnaissance. 'Gir.,
GEOTEK

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Vista, San Diego County, California Page 8

3.4.8 OTHER CONDITIONS OF CONCERN
No visual indication of water wells, dry wells, cesspools, or other conditions of concern that would indicate a recognized environmental condition were observed during the Site reconnaissance. No stressed vegetation was observed.

No evidence of a septic system was observed during our site reconnaissance. However, given the age of the existing residence it is likely that a septic system exists on the Site. If present, prior to any development the septic system should be abandoned or removed per San Diego County Department of Environmental Health guidelines.

3.4.9 INTERVIEWS
GEOTEK interviewed the following individuals while performing this assessment:
■ Mr. Michael Torres (a representative of the current Site owners) completed a User Questionnaire.

Information from this interview is incorporated into the appropriate sections of this report.

3.5 CURRENT ADJOINING PROPERTY USE
The Site is in an area largely characterized by residential and commercial development. The Site is bordered on the north by Matagual Drive, followed by a religious facility (addressed as 490 South Melrose Drive); on the east by residential development; on the south by Melrose Dental Arts Plaza (addressed as 620 South Melrose Drive) and residential development; and on the west by South Melrose Drive, followed by commercial development. 'Gir.,
GEOTEK

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
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4.0 CLIENT PROVIDED INFORMATION
As a form of interview, a representative of the current Site owner completed a "User Questionnaire" for the Site in accordance with ASTM E 1527-13. A copy of the completed questionnaire is included in Appendix B.

4.1 ENVIRONMENTAL CLEAN UP LIENS
Mr. Michael Torres is not aware of any environmental clean-up liens at the Site.

4.2 ACTIVITY AND USE LIMITATIONS
Mr. Michael Torres is not aware of any activity use limitations at the Site.

4.3 SPECIALIZED KNOWLEDGE
Mr. Michael Torres does not have any specialized knowledge or familiarity related to the Site.

4.4 PURCHASE PRICE
Mr. Michael Torres states that the purchase price being paid for the Site is confidential. However, he states the purchase price is not affected by known or potential contamination on the Site.

4.5 COMMONLY KNOWN INFORMATION
Mr. Michael Torres states that he is not aware of any commonly known or reasonably ascertainable information related to the Site.

4.6 OBVIOUS INDICATORS OF CONTAMINATION
Mr. Michael Torres is not aware of obvious indicators of a likely environmental impact at the Site.

4.7 OWNER, PROPERTY MANAGER AND OCCUPANT INFORMATION
At the time of this reporting the religious facility is owned by Acme Investment Services; the vacant land and the single-family residence (addressed as 622 South Melrose Drive) is owned by Jerry Michael Suppa. Mr. Suppa and occupants of the religious facility were not available for an interview at the time of our Site reconnaissance.
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4.8 REASON FOR PERFORMING PHASE I ESA
This Phase I ESA was performed at the request of TTLC Management, Inc. an Arizona Corporation as part of their due diligence for possible future improvements on the Site and in order to qualify for one of the Landowner Liability Protections offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2002.

4.9 OTHER USER PROVIDED INFORMATION
GEOTEK was not provided with any user information for the Site by TTLC Management, Inc. an Arizona Corporation.
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5.0 PROPERTY PHYSICAL SETTING
Surface and subsurface environments are of interest because they control the movement of water -born contaminants, which could be transported to and from the subject Site. GEOTEK reviewed information regarding the physical setting of the subject Site and immediately surrounding area.

5.1 REGIONAL GEOLOGY
The property is situated in the Peninsular Ranges geomorphic province. The Peninsular Ranges province is one of the largest geomorphic units in western North America. Basically, it extends from the point of contact with the Transverse Ranges geomorphic province, southerly to the tip of Baja California. This province varies in width from about 30 to 100 miles. It is bounded on the west by the Pacific Ocean, on the south by the Gulf of California and on the east by the Colorado Desert Province.

The Peninsular Ranges are essentially a series of northwest -southeast oriented fault blocks.

Several major fault zones are found in this province. The Elsinore Fault zone and the San Jacinto Fault zone trend northwest -southeast and are found near the middle of the province. The San Andreas Fault zone borders the northeasterly margin of the province.

5.2 LOCAL GEOLOGIC SETTING AND TOPOGRAPHY
The Site and Site area are understood to be underlain by surficial alluvium and areas of granitic bedrock (Kennedy, Michael P, and Tan, Siang S., 2007). Additional data regarding soil survey information for the Site and Site area are also included in Appendix B.

The Site and Site area can be considered as having moderately sloping terrain in the south- southeast and gently sloping in the central and north portions of the Site. The Site terrain is generally sloping to the southwest. Based on the USGS topographic map for the area and other documents reviewed for this report, the elevation of the subject Site ranges from approximately 415 feet above mean sea level in the southeast to approximately 340 feet above mean sea level in the northwest.

5.3 VICINITY SURFACE DRAINAGE
Natural drainage at the Site is interpreted to be dominantly directed toward the northwest, conforming to the natural topography in the area.
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According to the Federal Emergency Management Agency (FEMA), the Site is not located within a 100- or 500-year flood zone (Community Panel Nos. 06073C-0759G, and-0767G, dated May 16, 2012).

5.4 HYDROGEOLOGY
According to a review of historical groundwater data (California Department of Water Resources and California State Water Resources Control Board groundwater well data r http://wdl.water.ca.gov and http://geotracker.waterboards.ca.gov] ), and in-house information, depth to groundwater is likely greater than 30 feet below ground surface (bgs) in the general Site area.
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6.0 ENVIRONMENTAL REGULATORY RECORDS REVIEW
The records review is conducted to help identify known recognized environmental conditions at the Site and/or on adjacent or nearby properties which may have impacted the subject Site.

6.1 ENVIRONMENTAL DATABASE RECORDS SEARCH
GEOTEK obtained and reviewed an environmental database report of the federal and state environmental records specified by ASTM E 1527-13. The database report was provided by Environmental Data Resources, Inc. (EDR) of Shelton, Connecticut. Additionally, orphan or un- mappable sites listed by EDR were reviewed for the approximate minimum search distances noted and included in our discussion, if applicable. Refer to Appendix D for a copy of the database report.

MINIMUM
TOTAL

ENVIRONMENTAL DATABASE
SEARCH
SITE

ADJACENT
LISTED

DISTANCE
U.S. Environmental Protection Agency (EPA) -

1.0 No
0 0
National Priorities List NPL , including delisted NPL
Mile
EPA — Superfund Enterprise Management System

0.5 No
0 0
SEMS , including archived sites former) CERCLIS
Mile
EPA — Resource Conservation and Recovery Act

1.0 No
0 0
(RCRA), Corrective Action Facilities CORRACTS
Mile
EPA — RCRA, Transportation, Storage, and Disposal

0.5 No
0 0
facilities (TSD)
Mile
EPA - RCRA Generators
Site and
No
I
I
Adjacent
EPA — Emergency Response Notification System
Site
No
N/A
0 (ERNS)
Federal institutional control/engineering control
Site
No
0 0
registries
California Environmental Protection Agency (CEPA) —

1.0 State Response Sites (Response, formerly Annual
Mil
No
0 0
Work Plan and Bond Expenditure Plan
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MINIMUM
TOTAL

ENVIRONMENTAL DATABASE
SEARCH
SITE

ADJACENT
LISTED

DISTANCE
CEPA — EnviroStor Database (formerly CALSITES)

0.5 No
0 1
Mile
CEPA — CHMIRS - California Hazardous Materials
Site
No
No
0 Information Reporting System
CEPA - Solid Waste Fill/Landfill (SWF/LF), Solid Waste
Assessment Test (SWAT)/Waste Management Unit

0.5 No
0 1
Database System (WMUDS) and Recycling Facilities
Mile
SWRCY
CEPA — Leaking Underground Storage Tanks (LUST)

0.5 No
0 3
Mile
CEPA — Underground Storage Tanks (UST), including
Site and
No
0 0
historic USTs
Adjacent
CEPA — Spills, Leaks, Investigations & Cleanup Cost

0.5 No
0 2
Recovery Listing SLIC)
Mile
State institutional control/engineering control
Site
No
N/A
0 registries
Local and/or Tribal databases
To
No
0 0
Op
Drycleaners

0.25 No
0 0
Mile
Other databases
Up to 1.0
No
0 2
Mile
Unmappable facilities
Up to 1.0
No
0 1
Mile
N/A — Not Applicable

6.2 DISCUSSION OF REGULATORY RECORDS

6.2.1 NATIONAL PRIORITY LIST
The National Priority List (NPL) is the EPA's list of confirmed or proposed Superfund sites. Our review of this data includes sites which have been delisted from the NPL. The NPL is searched for a 1.0-mile distance.

The Site does not appear on the NPL. There are no facilities on the NPL within 1.0-mile of the Site.

6.2.2 SUPERFUND ENTERPRISE MANAGEMENT SYSTEM
The Superfund Enterprise Management System (SEMS, formerly CERCLIS) is a compilation of sites that the EPA has investigated or is currently investigating for a release or threatened release ,G-,
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of hazardous substances. Our review of SEMS sites includes archive (no further remedial action planned) facilities. The SEMS list is searched for a 0.5-mile distance.

The Site does not appear on the SEMS list. There are no facilities on the SEMS list within 0.5- mile of the Site.

6.2.3 RESOURCE CONSERVATION AND RECOVERY ACT
The Resource Conservation and Recovery Act compile selective information on facilities which generate, transport, store, treat and or dispose of hazardous waste. RCRA facilities can be listed on one of three databases:
■ Corrective Action Facilities (CORRACTS) are facilities undergoing corrective action. A corrective action order is issued pursuant to RCRA Section 3008(h) when there has been a release of hazardous waste or constituents into the environment from a RCRA facility.

The CORRACTS list is searched for a 1.0-mile distance.

The Site does not appear on the CORRACTS list. There are no facilities on the CORRACTS list within 1.0-mile of the Site.
■ Transportation, Storage, and Disposal Facilities (TSD) includes facilities that transport, store or dispose of hazardous waste and are not listed on the RCRA Generators list. The TSD is searched for a 0.5-mile distance.

The Site does not appear on the RCRA TSD list. There are no facilities on the RCRA TSD list within 0.5-mile of the Site.
■ Generators List identifies and tracks hazardous waste from the point of generation to the point of disposal. The RCRA Generators database is a compilation by the EPA of reporting facilities that generate hazardous waste. The RCRA generators list is searched for the Site and adjacent properties.

The Site does not appear on the RCRA Generators list. One (1) of the adjacent properties appears on the RCRA generators list. The facility is listed on the RCRA Non - Generators database. The facility is listed as Michael C. Maksim DDS, addressed as 630 South Melrose Drive. The facility is located approximately 0.028 mile south of the Site.

The facility description is listed "offices of dentists" and no violations are listed. ,G�,
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Due to the nature of the facility listing and lack of known violations, it is our opinion that this facility does not represent a recognized environmental condition or environmental concern to the Site.

6.2.4 EMERGENCY RESPONSE NOTIFICATION SYSTEM
The Emergency Response Notification System (ERNS) is a national database used to collect information on reported releases of oil or hazardous substances. The ERNS list is searched for the Site. The Site does not appear on the ERNS list.

6.2.5 FEDERAL INSTITUTIONAL CONTROL/ENGINEERING CONTROL REGISTRIES The EPA maintains three (3) databases that list sites that have institutional and/or engineering controls in place as part of their operations. These databases are searched for the Site.

The Site does not appear on these databases.

6.2.6 STATE RESPONSE SITES
The State Response Sites (RESPONSE) records are the state equivalent to the federal National Priorities List (NPL) database. The RESPONSE is searched for a 1.0-mile distance.

The Site does not appear on the on the RESPONSE. There are no RESPONSE facilities listed within a 1.0-mile distance of the Site.

6.2.7 ENVIROSTOR DATABASE
The EnviroStor Database (EnviroStor, formerly CALSITES) records are the state equivalent to the federal SEMS database. EnviroStor is searched for a 0.5-mile distance.

The Site does not appear on the EnviroStor database.

There is one (1) EnviroStor facility within 0.5 mile of the Site. The facility is listed and addressed as 325 South Melrose Drive. The facility is located approximately 0.245 mile north-northwest of the Site. The database name is listed as "Vista Detention Facility", the site type is listed as "voluntary cleanup" and the status is "active" as of May 29, 2020. The past use is described as "firing range -small arms" with the contaminants of concern listed as "lead, copper and compounds".
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Due to the nature of the facility listing, facility status, and distance from the Site, it is our opinion that this facility does not represent a recognized environmental condition or environmental concern to the Site.

6.2.8 CALIFORNIA HAZARDOUS MATERIAL INCIDENT REPORT SYSTEM The California Hazardous Material Incident Report Systems (CHMIRS) is a state database used to collect information on reported hazardous materials incidents (accidental leaks and spills). The CHMIRS list is searched for a 0.25-mile distance.

The Site does not appear on the CHMIRS list. There are no CHMIRS facilities located within

0.25 mile of the Site.

6.2.9 SOLID WASTE FACILITIES LIST
The Solid Waste Fill/Landfill (SWF/LF), Waste Management Unit Database System (WMUDS)/Solid Waste Assessment Test (SWAT), and Solid Waste Recycling Facilities (SWRCY) databases includes information pertaining to closed and open solid waste facilities operating in the state of California. The SWF/LF, WMUDS/SWAT and SWRCY databases are searched for a

0.5-mile distance.

The Site does not appear on the SWF/LF, WMUDS/SWAT or SWRCY lists. There are no facilities on the SWF/LF or WMUDS/SWAT lists within 0.5-mile of the subject Site.

There is one (1) facility listed on the SWRCY database list searched within 0.5-mile of the subject Site. The facility is described as Food 4 Less #300, addressed as 500 Hacienda Drive. The facility is located 0.337 mile north-northeast of the Site. There are relatively minor housekeeping violations listed. Due to the nature of the facility listing and distances from the Site, it is our opinion that this facility does not represent a recognized environmental condition or environmental concern to the Site.

6.2.10 LEAKING UNDERGROUND STORAGE TANKS LIST
The California Leaking Underground Storage Tanks (LUST) list is a compilation of petroleum storage tank sites that have reported a release. The LUST list is searched for a 0.5-mile distance.

The Site did not appear on the LUST list.
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There are three (3) LUST facilities within 0.5 mile of the Site. The first facility is listed as Vista Regional Center, addressed as 325 South Melrose Drive. The facility is located approximately

0.245 mile north-northwest of the Site. The status is listed as "completed -case closed" dated November 6, 2001.

The second facility is listed as Breeze Hill Ranch Company, addressed as 333 South Melrose Drive. The facility is located 0.295 mile north of the Site. The status is listed as "completed -case closed" dated December 15, 2014.

The third facility is listed as Melrose Valero, addressed as 210 South Melrose Drive. The facility is located approximately 0.379 mile north of the Site. The status is listed as "completed -case closed" dated October 29, 2013.

Due to the nature of their facility listings, facility status, and distances from the Site, it is our opinion that these facilities do not represent a recognized environmental condition or environmental concern to the Site.

6.2.1 1 UNDERGROUND STORAGE TANKS LIST
The California Underground Storage Tank (UST) list is a compilation of petroleum storage tank sites that are registered with the state of California. The UST list is searched for the Site and adjacent properties.

The Site did not appear on the UST Iist[aSI].

The Site did not appear on the HIST UST list. None of the adjacent properties appear on the HIST UST list.

6.2.12 SPILLS, LEAKS, INVESTIGATION AND CLEANUP COST RECOVERY LISTING (SLIC) The SLIC database is compiled by the CEPA California Regional Water Quality Control Board, Santa Ana Region. It is designed to protect and restore water quality from spills, leaks, and similar discharges. The SLIC is searched for a 0.5-mile distance.

The Site does not appear on the SLIC. There are two (2) SLIC facilities listed within a 0.5-mile distance of the Site.
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Both facilities are addressed as 325 South Melrose Drive and were previously discussed in Section

6.2.10. Both of the facility status' are listed as "completed -case closed". Due to the nature of their facility listings, facility status, and distances from the Site, it is our opinion that these facilities do not represent a recognized environmental condition or environmental concern to the Site.

6.2.13 STATE INSTITUTIONAL CONTROUENGINEERING CONTROL REGISTRIES The State of California maintains institutional and engineering control databases or registries.

This lists sites with engineering or institutional controls in place. Institutional controls include administrative measures intended to prevent exposure to contaminants remaining on site.

Engineering controls include various forms of caps, building foundations, liners, and treatment methods. The State Institutional Control/Engineering Control Registries is searched for the Site.

The subject Site does not appear on the State Institutional Control/Engineering Control Registries.

6.2.14 TRIBAL DATABASES
Tribal governments are under the jurisdiction of the EPA for environmental concerns. Currently, the EPA Region 9 publishes LUST and UST information for tribes in Arizona, California, Hawaii, Nevada, and the Pacific Territories. The LUST database is searched for 0.5 mile, and the UST database is searched for 0.25 mile.

The Site does not appear on the Tribal LUST or UST databases. No facilities were identified on the Tribal LUST or UST databases within 0.5 mile of the Site.

6.2.15 OTHER DATABASES
EDR compiles information from multiple federal, state, local, and proprietary databases. Most are secondary or tertiary or redundant. Facilities compiled on these other databases are evaluated based on the severity of the listing, distance and location.

There are two facilities listed on the California Environmental Regulated Site Portal (CERS HAZ WASTE) database. The first facility is listed as Vista Dental Group, addressed as 435 South Melrose Drive, Suite 105. The facility is located approximately 0.1 14 mile northwest of the Site.

There are no violations listed.

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The second facility is listed as CVS Pharmacy #6368, addressed as 635 South Melrose Drive. The facility is located approximately 0.047 mile west-southwest of the Site. There are several relatively minor housekeeping violations listed.

Due to the nature of the facility listing, facility status, and lack documented violations it is our opinion that this facility does not represent a recognized environmental condition or environmental concern to the Site[AS21.

6.2.16 DRY CLEANERS
The DRYCLEANERS list is compiled and provided by EDR. The DRYCLEANER database is searched for a 0.25-mile distance.

The Site does not appear on the DRYCLEANER list. No facilities are listed within 0.25-mile of the Site.

6.2.17 UNMAPPABLE FACILITIES
GEOTEK reviewed the listing of "orphan" or unmappable facilities in the database report. There is one (1) unmappable facilities listed on the LUST database.

The facility is described as Exxon Service Station 7-3270, addressed as 210 South Melrose Street.

No additional pertinent information is provided. GeoTracker has a facility status listed as "completed -case closed" dated October 29, 2013. Additional reporting for this facility has been included in Appendix B. Due to the nature of the facility listing, facility status, and distance from the Site, it is our opinion that this facility does not represent a recognized environmental condition or environmental concern to the Site.

6.3 LOCAL REGULATORY AGENCY RECORDS
GEoTEK contacted the City of Vista Fire and Sheriffs Departments regarding underground or above ground storage tanks, hazardous material permits or business plans, emergency responses, spills, inspections, or other information of an environmental or hazardous nature.

Neither of these agencies have provided any information for the Site at the time of this report. ,G-,
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7.0 VAPOR ENCROACHMENT SCREEN
The purpose of a Vapor Encroachment Screen (VES) is to identify, to the extent feasible, if a Vapor Encroachment Condition (VEC) exists at the Site.

A Vapor Encroachment Screen Report was generated for the Site and Site area utilizing EDR's Vapor Encroachment Worksheet (see Appendix D). It was determined that there are no historical dry cleaners or auto stations within 600 feet and/or up gradient from the Site.

It is our opinion that a VEC in not likely to exist at the subject Site. The Vapor Encroachment Screen report is included in Appendix D.
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8.0 SITE AND SURROUNDING AREA HISTORY
In order to construct the history of the Site and the surrounding area, GEOTEK reviewed reasonably ascertainable public documents, including aerial photographs, topographic maps, building records, city directories, Environmental Liens and AULs, fire insurance maps, and county assessor history records.

8.1 HISTORICAL SITE USAGE

8.1.1 AERIAL PHOTOGRAPH REVIEW
GEOTEK reviewed aerial photographs dated 1939, 1946, 1953, 1964, 1967, 1970, 1979, 1985, 1989, 1990, 1994, 1996, 1997, 2002, 2005, 2009, 2012, 2016, 2018 and 2021 (see Appendix B).

Based on readily available historic information, the Site appears to have vacant land from at least 1939 until at least 1946.

The existing single-family residence on the southeast portion of the Site is first visible in the 1953 aerial photograph.

The existing religion facility on the west portion of the Site is first visible in the 1964 aerial photograph.

There are no significant changes in the 1967, 1970 and 1979 aerial photographs.

The paved parking area associated with the religious facility is first visible in the 1985 aerial photograph.

There are no significant changes to the Site from 1985 to the present.

A 2021 aerial photograph is utilized for Figure 2 (Appendix A).

8.1.2 TOPOGRAPHIC MAP REVIEW
GEOTEK reviewed the Escondido Quadrangles (15-minute series), dated 1893, 1901 and 1947; the Oceanside Quadrangle (15-minute series) dated 1898, 1901 and 1947; the San Luis Rey Quadrangles (7.5 minute series) dated 1948, 1949, 1968, 1975, 1996, 1997 and 2012; and the San 'C7,
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Marcos Quadrangles (7.5 minute series) dated 1948, 1949, 1968, 1983, 1996, 1997 and 2012 (see Appendix B).

The Site appears to be vacant land on the 1893, 1898, 1901, 1947, 1948 and 1949 topographic map sheets.

The religious facility structure and the single-family residence are first visible on the 1968 topographic map sheet.

There are no significant changes on the 1975 topographic map sheet.

The Site is unmapped on the 1983 topographic map sheet.

The single-family residence is not mapped on the 1996 and 1997 topographic map sheets.

The 2012 maps show little detail other than streets in the vicinity. A 2012 topographic map sheet is utilized for Figure I (Appendix A).

8.1.3 BUILDING DEPARTMENT RECORDS
GEOTEK reviewed the EDR — Building Permit Report which searched for permitting, projects or properties on the subject Site, and included in Appendix B. There are three building permits associated with the religious facility on the Site. The building permits are pertaining to gas line repairs, commercial signage installation, and re -roofing the religious facility. These permits do not appear to represent an environmental concern to the Site.

8.1.4 CITY DIRECTORY REVIEW
GEOTEK reviewed The EDR — City Directory Image Report, as obtained from and provided by EDR, and included in Appendix B. The City Directory Image report provides information on the Site address and numerous nearby addresses. The Site does not have an address; however, South Melrose Drive and Matagual Drive did appear for years 1971 through 2017. These listings are residential and commercial in nature and do not appear to present an obvious environmental concern to the Site.
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8.1.5 SANBORN MAP REVIEW
Sanborn Fire Insurance Maps for the parcel were requested from EDR-Sanborn, which owns and maintains the largest and most complete collection of the maps. Source sheets were not available for the Site. The Sanborn Map Report is included in Appendix B.

8.1.6 CHAIN OF TITLE
GEOTEK has not received, nor was authorized to obtain Chain -of -Title documents for the Site.

8.2 HISTORICAL IMMEDIATELY SURROUNDING PROPERTY USAGE

8.2.1 AERIAL PHOTOGRAPH REVIEW
GEOTEK reviewed aerial photographs dated 1939, 1946, 1953, 1964, 1967, 1970, 1979, 1985, 1989, 1990, 1994, 1996, 1997, 2002, 2005, 2009, 2012, 2016, 2018 and 2021 (see Appendix B).

The surrounding areas generally appear to vacant land with some agricultural use and sporadic single family residences from at least 1939 until at least 1953.

Increased expansion of residential development in the surrounding areas is visible from 1964 to 1985.

A multi -family residential community is first visible to the west of the Site in the 1989 aerial photograph.

There are no significant changes in the surrounding areas in the 1990 and 1994 aerial photographs.

The western portion of the surrounding areas in unmapped on the 1996 aerial photograph. No significant changes are apparent where photographed.

Commercial development is visible to the west and northwest of the Site from the 1997 aerial photograph to the 2016 aerial photograph.

There are no significant changes visible in the 2012, 2016, 2018 and 2021 aerial photographs.

A 2021 aerial photograph is utilized for Figure 2 (Appendix A). 'G_'
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8.2.2 TOPOGRAPHIC MAP REVIEW
GEOTEK reviewed the Escondido Quadrangles (I 5-minute series), dated 1893, 1901 and 1947; the Oceanside Quadrangle (15-minute series) dated 1898, 1901 and 1947; the San Luis Rey Quadrangles (7.5 minute series) dated 1948, 1949, 1968, 1975, 1996, 1997 and 2012; and the San Marcos Quadrangles (7.5 minute series) dated 1948, 1949, 1968, 1983, 1996, 1997 and 2012 (see Appendix B).

The surrounding area appears to generally be vacant land with sporadic residences on the 1893, 1898 (partially unmapped) and 1901 topographic map sheets.

Increased residential development is visible to the southeast, east and northeast of the Site on the 1947 topographic map sheet.

Increased residential development is visible in the surround areas on the 1947 topographic map sheet.

No significant changes are visible in the surrounding areas on the 1949 topographic map sheet.

Increased development is visible in the surround areas on the 1968 topographic map sheet.

Additionally, CA-78 is first visible on the 1968 topographic map sheet.

The eastern portion of the 1975 topographic map sheet is unmapped.

The western portion of the 1983 topographic map sheet is unmapped.

Increased roadway expansion and commercial development are visible on the 1996 and 1997 topographic map sheets.

The 2012 maps show little detail other than streets in the vicinity. A 2012 topographic map sheet is utilized for Figure I (Appendix A).

8.2.3 CITY DIRECTORIES
GEOTEK reviewed The EDR — City Directory Image Report, as obtained from and provided by EDR, and included in Appendix B. The City Directory Image report provides information on the Site address and numerous nearby addresses. The nearby streets South Melrose Drive and Matagual Drive did appear for years 1971 through 2017. These listings are residential and 'G-'
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commercial in nature and do not appear to present an obvious environmental concern to the Site.

8.2.4 SANBORN MAP REVIEW
Sanborn Maps for the Site were requested from EDR-Sanborn, which owns and maintains the largest and most complete collection of the maps. According to EDR, source sheets were not available for the property; therefore, it is not likely that source sheets would be available for the adjoining properties. The Sanborn Map Report is included in Appendix B.

8.3 HISTORICAL USE SUMMARY
Based on readily available historic information, the Site appears to have vacant land from at least 1939 until at least 1946. The existing single-family residence on the southeast portion of the Site is first visible in the 1953 aerial photograph. The existing religion facility on the west portion of the Site is first visible in the 1964 aerial photograph. There are no significant changes in the 1967, 1970 and 1979 aerial photographs. The paved parking area associated with the religious facility is first visible in the 1985 aerial photograph. There are no significant changes to the Site from 1985 to the present. The surrounding areas generally appear to vacant land with some agricultural use and sporadic single family residences from at least 1939 until at least 1953.

Data gaps exist from 1893 to 1898, 1901 to 1939, 1939 to 1946, 1953 to 1964 and 1997 to 2002 to the limited records which are reasonably ascertainable in the local area. However, it is our opinion that additional historic information, if it were to become available, is not likely to change the conclusions or recommendations of this assessment.
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9.0 SIGNIFICANT DATA GAPS
No significant data gaps were discovered while performing this Phase I Environmental Site Assessment. Therefore, it is our opinion that sufficient information was obtained to identify current Site conditions and past Site usage.

Minor data gaps include:
■ Data gaps in historic records exist from 1893 to 1898, 1901 to 1939, 1939 to 1946, 1953 to 1964 and 1997 to 2002;
■ GEOTEK has not received nor reviewed Chain -of -Title documents for the Site.

It is our opinion that additional information, if it were to become available, is not likely to change the conclusions or recommendations of this assessment.
'G-'
GEOTEK

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
Vista, San Diego County, California Page 28

10.0 CONCLUSIONS AND RECOMMENDATIONS
GEOTEK has performed a Phase I Environmental Site Assessment (ESA) for the subject Site in substantial conformance with the scope and limitations of ASTM E 1527-13 and GEOTEK Proposal No. P-0601 52 1 -SD, dated June 18, 2021. Any exceptions to, or deletions from, this practice are described in the appropriate sections of this report.

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
Vista, San Diego County, California Page 29

11.0 CERTIFICATIONS
I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in 40 CFR 312. 1 have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject Site. I have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR 312.

The qualifications of the Project Team are included in Appendix F.

We appreciate this opportunity to be of service. If you have any questions, or if we can be of further service, please contact us at (951) 710-1 160.

Sincerely,
GEOTEK, INC.

Edward H. LaMont
Principal Geologist, CEG 1892
Exp. 07/31 /2022
Kyle R. McHargue
Project Geologist, PG 9790
Exp. 02/28/2022
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'Orili"
9� 11+1. G
/ c� \oNAL G��
KYLE R.
a Me►uwauE
em
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OP
C A`1�OP
J. Michael Batten, CEM, REPA
Environmental Services Manager
Registered Environmental Property
Assessor No. 113162
Expires 06/ 15/2022
V:\Projects\Projects 3000 to 3999\Projects 3700 to 3749\3706-SD TTLC Management, Inc. an Arizona Corporation S Melrose Dr & Matagual Dr\ENV\3706-SD Phase I Environmental Site Assessment South Melrose Drive Vista ESA.docx 'G-'
GEOTEK

TTLC Management, Inc. an Arizona Corporation Project No. 3706-SD APNs 166-280-60, -61 and -18 July 20, 2021
Vista, San Diego County, California Page 30

12.0 REFERENCES

CALIFORNIA, STATE OF
■ Kennedy, Michael P. and Tan, Siang S., 2007, "Geologic Map of the Oceanside 30' x 60' Quadrangle, California, Regional Geologic Map Series, Scale 1:100,000. ■ Water Resources, Department of Hydrologic Data
ENVIRONMENTAL DATA RESOURCES, INC.
■ Aerial Photo Decade Package, Inquiry No. 6558122.8, dated June 29, 2021 ■ Certified Sanborn Map Report, Inquiry No. 6558122.3, dated June 29, 2021 ■ City Directory Image Report, Inquiry No. 6558122.5, dated July I, 2021 ■ Historical Topo Map Report, Inquiry No. 6558122.4, dated June 29, 2021 ■ Building Permit Report, Inquiry No. 6558122.8, dated June 29, 2021 ■ Environmental Lien and AUL Report, Inquiry No. 6558122.4, dated June 30, 2021 ■ Tax Map Report, Inquiry No. 6558122.6, dated June 29, 2021 ■ Radius Map Report, Inquiry No. 6558122.2s, dated June 29, 2021 ■ Vapor Encroachment Screen Report, Inquiry No. 6558122.2s, dated July 15, 2021

VISTA, CITY OF
■ Fire Department, Records Inquiry
■ Sheriff Department, Records Inquiry

SAN DIEGO, COUNTY OF
■ Assessor's Office, Records Inquiry
U.S. GOVERNMENT
■ Drug Enforcement Agency, Records inquiry ( http://www.dea.gov/clan-lab) ■ Federal Emergency Management Agency (FEMA)
'Gir.,
GEOTEK

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION PROJECT NO.3706-SD APNs 166-280-60, -61 AND -18 JULY 20, 2021

VISTA, SAN DIEGO COUNTY, CALIFORNIA

APPENDIX A

FIGURES
GEOTEK

8. 7 Cox N Ar
1 4

APPROXIMATE
�{ I I •� W4

SITE AREA
nh Dara
r - - -- -
IL J
r
_ :iG9l �4Sir '}r.03C
N.
r 1 �rifllT f Q100 fAp77
IR
rL
J.

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r _ i
-- �y
• ems' :' ,
- - - •� G F ptx* - r
I
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TTLC Management Inc. an Arizona Figure I
Corporation
APN's 166-280-60, -61, and -18 Site Location and
Vista, San Diego County, California General
CAI F i f l Topography GEOTEK
Map
GeoTek Pro•ect No. 3706-SD

diptiffs
4 - .. _�:4
i I I -12 r
- -}
Approximate
Site Limits �_ :�3
A +r; rt:.
i � - +r f 1a7
6 ? j 0
13-14
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x
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Legend TTLC Management Inc. an Arizona
�- Corporation Figure 2
Locations are appro imate APN's 166-280-60, -61, and -18 21 200 FEET Vista, San Diego County, California General -Site P otograp Site Layout
SCALE NORTH G E Q T E K Map
GeoTek Project No. 3706-SD

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION PROJECT NO.3706-SD APNs 166-280-60, -61 AND -18 JULY 20, 2021

VISTA, SAN DIEGO COUNTY, CALIFORNIA
APPENDIX 6

SUPPORTING DOCUMENTS
GEOTEK'91�

APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drive
Vista, CA 92081
Inquiry Number: 6558122.11
June 29, 2021
6 Armstrong Road, 4th floor
Shelton, CT 06484
(rEDR Toll Free: 800.352.0050
www.edrnet.com

EDR Aerial Photo Decade Package 06/29/21 I
Site Name:

APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drivi
Vista, CA 92081
EDR Inquiry # 6558122.11
Client Name:

Geotek
1548 North Maple Street
Corona, CA 92880
Contact: Kyle Mchargue
Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade.

Search Results:

Year
Scale
Details
Source
2016
1 "=500'
Flight Year: 2016

USDA/NAIP
2012
1 "=500'
Flight Year: 2012

USDA/NAIP
2009
1 "=500'
Flight Year: 2009

USDA/NAIP
2005
1 "=500'
Flight Year: 2005

USDA/NAIP
2002
1"=500'
Acquisition Date: January 01, 2002

USGS/DOQQ
1997
1"=500'
Acquisition Date: January 01, 1997

USGS/DOQQ
1996
1"=500'
Acquisition Date: January 01, 1996

USGS/DOQQ
1994
1"=500'
Acquisition Date: January 01, 1994

USGS/DOQQ
1990
1 "=500'
Flight Date: September 06, 1990
USDA
1989
1 "=500'
Flight Date: August 15, 1989
USDA
1985
1 "=500'
Flight Date: September 13, 1985
USDA
1979
1 "=500'
Flight Date: January 27, 1979
EDR Proprietary Landiscor
1970
1 "=500'
Flight Date: March 06, 1970
EDR Proprietary Landiscor
1967
1 "=500'
Flight Date: May 07, 1967
USGS
1964
1 "=500'
Flight Date: April 09, 1964
USDA
1953
1 "=500'
Flight Date: April 14, 1953
USDA
1946
1 "=500'
Flight Date: December 30, 1946
USGS
1939
1 "=500'
Flight Date: April 16, 1939
USDA
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive.

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

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

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

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

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners.
6558122 - 11 page 2

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INQUIRY #: 6558122.11
YEAR: 2016
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560 S MELROSE DR,
Map ID: 0 EDR ID: 229893542
Direction: - EPA ID: -
VISTA, CA 92081
Distance (mi.): 0.016

SHOW MAP Q
Distance (ft.): 83
Relative: -
Actual: 0 FT ASL
Permitl D_Start:
5974359731419
PermitDate:

Nov 12 1992 12:OOAM
PermitType:

PLUMBING PERMIT
Description:

GAS LINE REPAIR
PermitTypeDescription:

Not reported
WorkClass:

Not reported
Proposeduse:

Not reported
PermitNum:

B92-1258
PermitStatus:

FINAL
Valuation:

0.00 ContractorCompanyName:

Not reported
ContractorName:

FELKINS PLUMBING COMPANY INC.

PermitlD_End:
5974359731419
PermitlD_Start:
5974359741419
PermitDate:

Jun 27 2003 12:OOAM
PermitType:

SIGN PERMIT
Description:

DOUBLE FACED, NON -ILLUMINATED MONUMENT SIGN
PermitTypeDescription:

Not reported
WorkClass:

COMMERCIAL SIGN
Proposeduse:

Not reported
PermitNum:

B03-0990
PermitStatus:

FINAL
Valuation:
1717.75
ContractorCompanyName:

Not reported
ContractorName:

ROUSE SIGN AND GRAPHICS
PermitlD_End:
5974359741419
PermitlD_Start:
5974359751419
PermitDate:

Aug 14 2006 12:OOAM
PermitType:

BUILDING PERMIT
Description:

RE -ROOF W/COMP SHINGLES (SAME MATERIAL & COLOR AS EXISTING) PermitTypeDescription:

Not reported
WorkClass:

REROOF
Proposeduse:

Not reported
PermitNum:

B06-1022
PermitStatus:

FINAL
Valuation:
5280.00
ContractorCompanyName:

Not reported
ContractorName:

PATRIOT ROOFING
PermitlD_End:
5974359751419

APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drive
Vista, CA 92081
Inquiry Number: 6558122.8
June 29, 2021
6 Armstrong Road
Shelton, CT 06484
800.352.0050
CEDW Environmental Data Resources Inc www.edrnet.com

SECTION
About This Report
Executive Summary
Findings
Glossary

TABLE OF CONTENTS
Thank you for your business.

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

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

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

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

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

EDR BUILDING PERMIT REPORT
About This Report
The EDR Building Permit Report provides a practical and efficient method to search building department records for indications of environmental conditions. Generated via a search of municipal building permit records gathered from more than 1,600 cities nationwide, this report will assist you in meeting the search requirements of EPA's Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13), or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate.

Building permit data can be used to identify current and/or former operations and structures/features of environmental concern. The data can provide information on a target property and adjoining properties such as the presence of underground storage tanks, pump islands, sumps, drywells, etc., as well as information regarding water, sewer, natural gas, electrical connection dates, and current/former septic tanks.

ASTM and EPA Requirements
ASTM E 1527-13 lists building department records as a "standard historical source," as detailed in § 8.3.4.7:
"Building Department Records - The term building department records means those records of the local government in which the property is located indicating permission of the local government to construct, alter, or demolish improvements on the property." ASTM also states that "Uses in the area surrounding the property shall be identified in the report, but this task is required only to the extent that this information is revealed in the course of researching the property itself."
EPA's Standards and Practices for All Appropriate Inquires (AAI) states: "§312.24: Reviews of historical sources of information. (a) Historical documents and records must be reviewed for the purposes of achieving the objectives and performance factors of §312.20(e) and (f). Historical documents and records may include, but are not limited to, aerial photographs, fire insurance maps, building department records, chain of title documents, and land use records."
Methodology
EDR has developed the EDR Building Permit Report through our partnership with BuildFax, the nation's largest repository of building department records. BuildFax collects, updates, and manages building department records from local municipal governments. The database now includes 30 million permits, on more than 10 million properties across 1,600 cities in the United States.

The EDR Building Permit Report comprises local municipal building permit records, gathered directly from local jurisdictions, including both target property and adjoining properties. Years of coverage vary by municipality. Data reported includes (where available): date of permit, permit type, permit number, status, valuation, contractor company, contractor name, and description.

Incoming permit data is checked at seven stages in a regimented quality control process, from initial data source interview, to data preparation, through final auditing. To ensure the building department is accurate, each of the seven quality control stages contains, on average, 15 additional quality checks, resulting in a process of approximately 105 quality control "touch points."
For more information about the EDR Building Permit Report, please contact your EDR Account Executive at (800) 352-0050.

CEDRO Environmental Data Resources Inc It
I WYMI, ,&1

PROPERTY HISTORY

EXECUTIVE SUMMARY: SEARCH DOCUMENTATION
A search of building department records was conducted by Environmental Data Resources, Inc (EDR) on behalf of Geotek on Jun 29, 2021.

TARGET PROPERTY
S Melrose Drive/Matagual Drive
Vista, CA 92081

SEARCH METHODS
EDR searches available lists for both the Target Property and Surrounding Properties.

RESEARCH SUMMARY
Building permits identified: YES
The following research sources were consulted in the preparation of this report. An "X" indicates where information was identified in the source and provided in this report.

Vista
Year
Source
TP Ad
joinina
2021
City of Vista, Building Division
X
2020
City of Vista, Building Division
X
2019
City of Vista, Building Division
X
2018
City of Vista, Building Division
X
2017
City of Vista, Building Division
X
2016
City of Vista, Building Division
X
2015
City of Vista, Building Division
X
2014
City of Vista, Building Division
X
2013
' City of Vista, Building Division
X
2012
City of Vista, Building Division
2011
City of Vista, Building Division
X
2010
City of Vista, Building Division
X
2009
City of Vista, Building Division
X
2008
City of Vista, Building Division
X
2007
City of Vista, Building Division
X
2006
City of Vista, Building Division
X
City of Vista, Building Division
X
2004
City of Vista, Building Division
X
2003
' City of Vista, Building Division
X
2002
City of Vista, Building Division
X
2001
City of Vista, Building Division
X
2000
City of Vista, Building Division
X
1999
City of Vista, Building Division
X
1998
City of Vista, Building Division
X
1997
' City of Vista, Building Division
X
1996
City of Vista, Building Division
X
1995
' City of Vista, Building Division
X
1994
City of Vista, Building Division
X
6558122- 8 Page 1

EXECUTIVE SUMMARY: SEARCH DOCUMENTATION
Year Source
1993
City of Vista, Building Division
1992
City of Vista, Building Division
1991
City of Vista, Building Division
1990
City of Vista, Building Division
1989
City of Vista, Building Division
1988
City of Vista, Building Division
1987
City of Vista, Building Division
Name:

JurisdictionName
Years:

Years
Source:

Source
Phone:

Phone
TP Adioinina
X
X
6558122- 8 Page 2

BUILDING DEPARTMENT RECORDS SEARCHED
Name: Vista
Years: 1987-2021
Source: City of Vista, Building Division, VISTA, CA
Phone: 760-726-1340 ext. 12
Name: Oceanside
Years: 1990-2021
Source: City of Oceanside, Development Services, OCEANSIDE, CA Phone: (760) 435-3950
Name: San Diego County
Years: 1971-2021
Source: San Diego County, Development Services, VISTA, CA Phone: (619) 446-5000

TARGET PROPERTY DETAIL
S Melrose Drive/Matagual Drive
Vista, CA 92081
No Permits Found

TARGET PROPERTY FINDINGS
6558122-8 Page 2

ADJOINING PROPERTY FINDINGS

ADJOINING PROPERTY DETAIL
The following Adjoining Property addresses were researched for this report. Detailed findings are provided for each address.

BREEZE HILL RD
701 BREEZE HILL RD
Date: 3/24/2015
Permit Type:

Description: CARPORT - 2 SPACES
Permit Description:

BUILDING PERMIT
Work Class:

Proposed Use:

Permit Number:

B14-1437
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

AVALONBAY COMMUNITIES, INC.

Date: 3/24/2015
Permit Type:

Description: CARPORT - 2 SPACES
Permit Description:

BUILDING PERMIT
Work Class:

Proposed Use:

Permit Number:

B14-1438
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

AVALONBAY COMMUNITIES, INC.
6558122-8 Page 3

ADJOINING PROPERTY FINDINGS
Date: 3/24/2015
Permit Type:

Description: CARPORT - 2 SPACES (ADA)
Permit Description:

BUILDING PERMIT
Work Class:

Proposed Use:

Permit Number:

B14-1439
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

AVALONBAY COMMUNITIES, INC.

Date: 3/24/2015
Permit Type:

Description: CARPORT - 4 SPACES
Permit Description:

BUILDING PERMIT
Work Class:

Proposed Use:

Permit Number:

B14-1440
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

AVALONBAY COMMUNITIES, INC.

Date: 3/24/2015
Permit Type:

Description: CAPORT - 4 SPACES
Permit Description:

BUILDING PERMIT
Work Class:

Proposed Use:

Permit Number:

B14-1441
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

AVALONBAY COMMUNITIES, INC.
6558122-8 Page 4

ADJOINING PROPERTY FINDINGS
Date: 3/24/2015
Permit Type:

Description: CARPORT - 4 SPACES
Permit Description:

BUILDING PERMIT
Work Class:

Proposed Use:

Permit Number:

B14-1442
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

AVALONBAY COMMUNITIES, INC.

Date: 3/24/2015
Permit Type:

Description: CAPRORT - 5 SPACES
Permit Description:

BUILDING PERMIT
Work Class:

Proposed Use:

Permit Number:

B14-1443
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

AVALONBAY COMMUNITIES, INC.

Date: 3/24/2015
Permit Type:

Description: CARPORT - 6 SPACES
Permit Description:

BUILDING PERMIT
Work Class:

Proposed Use:

Permit Number:

B14-1444
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

AVALONBAY COMMUNITIES, INC.
6558122-8 Page 5

ADJOINING PROPERTY FINDINGS
Date: 3/24/2015
Permit Type:

Description: CARPORT - 8 SPACES
Permit Description:

BUILDING PERMIT
Work Class:

Proposed Use:

Permit Number:

B14-1445
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

AVALONBAY COMMUNITIES, INC.

Date: 10/3/2014
Permit Type:

Description: 1,560 SF SWIMMING POOL, 80 SF SPA & SWIMMING POOL/SPA EQUIPMENT FOR

APARTMENT COMPLEX
Permit Description: BLDG COMBINATION
Work Class:

MULTI-FAM POOL
Proposed Use:

Permit Number:

B14-1369
Status:

ISSUED
Valuation:
$45,000.00
Contractor Company:

Contractor Name:

Date: 7/31 /2014
Permit Type:

Description: SPRINKLER SYSTEM
Permit Description:

FIRE SYSTEMS
Work Class:

Proposed Use:

Permit Number:

F14-0109
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:
6558122-8 Page 6

ADJOINING PROPERTY FINDINGS
Date: 7/22/2014
Permit Type:

Description: ANCILLARY STRUCTURES - THREE 282 SF METAL SHADE CABANAS, TWO 10 SF PILASTERS AT POOL GATE, 480 SF LOUVER FENCE, 175 SF DOUBLE -SIDED FIREPLACE, 372 SF 6' HIGH GLASS POOL ENCLOSURE, 9 SF OVERHEAD LIGHTING FRAME, 27 SF OVERHEAD LIGHTING FRAME, TWO 180 SF SHADE

UMBRELLAS AND FOUR TRASH ENCLOURES
Permit Description: BLDG COMBINATION
Work Class:

OTHER
Proposed Use:

Permit Number:

B14-0957
Status:

ISSUED
Valuation:
$172,000.00
Contractor Company:

Contractor Name:

Date: 7/11 /2014
Permit Type:

Description: RECREATION BUILDING
Permit Description: BLDG COMBINATION 071210
Work Class:

NEW COMMERCIAL
Proposed Use:

Permit Number:

B13-1047
Status:

ISSUED
Valuation:
$410,742.43
Contractor Company:

Contractor Name:
6558122-8 Page 7

ADJOINING PROPERTY FINDINGS
Date: 7/11 /2014
Permit Type:

Description: POOL BUILDING
Permit Description: BLDG COMBINATION 071210
Work Class:

NEW COMMERCIAL
Proposed Use:

Permit Number:

B13-1187
Status:

ISSUED
Valuation:
$24,083.40
Contractor Company:

Contractor Name:

Date: 6/30/2014
Permit Type:

Description: FOUNDATION ONLY
Permit Description: BUILDING PERMIT
Work Class:

OTHER
Proposed Use:

Permit Number:

B14-0873
Status:

VOID
Valuation:
$0.00
Contractor Company:

Contractor Name:

Date: 6/4/2014
Permit Type:

Description: 2 - VEHICULAR TUBULAR ELECTRIC ENTRY GATES - (8- MAX) & TUBULAR STEEL

PERIMETER FENCE
Permit Description: BUILDING PERMIT
Work Class:

OTHER
Proposed Use:

Permit Number:

B14-0057
Status:

ISSUED
Valuation:
$24,000.00
Contractor Company:

Contractor Name:
6558122-8 Page 8

ADJOINING PROPERTY FINDINGS
Date: 5/30/2014
Permit Type:

Description: FOUNDATION ONLY
Permit Description: BUILDING PERMIT
Work Class:

OTHER
Proposed Use:

Permit Number:

B14-0610
Status:

ISSUED
Valuation:
$45,638.00
Contractor Company:

Contractor Name:

Date: 4/21 /2014
Permit Type:

Description: 100-AMP TV METER PEDESTAL ON PRIVATE PROPERTY Permit Description: ELECTRIC PERMIT
Work Class:

METER
Proposed Use:

Permit Number:

B14-0471
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

Date: 4/18/2014
Permit Type:

Description: DOMESTIC WATER SERVICE
Permit Description: PLUMBING PERMIT
Work Class:

UTILITY LINES
Proposed Use:

Permit Number:

B14-0442
Status:

FINAL
Valuation:
$100,000.00
Contractor Company:

Contractor Name:
6558122-8 Page 9

ADJOINING PROPERTY FINDINGS
Date: 3/26/2014
Permit Type:

Description: ALARM SYSTEM
Permit Description:

FIRE SYSTEMS
Work Class:

Proposed Use:

Permit Number:

F14-0028
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

Date: 1 /14/2014
Permit Type:

Description: FIRE UNDERGROUND SYSTEM
Permit Description:

FIRE SYSTEMS
Work Class:

Proposed Use:

Permit Number:

F13-0114
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

Date: 12/12/2013
Permit Type:

Description: TEMPORARY POWER POLE & 1 SUB -POLE
Permit Description: ELECTRIC PERMIT
Work Class:

TEMP POWER POLE
Proposed Use:

Permit Number:

B13-1416
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:
6558122-8 Page10

ADJOINING PROPERTY FINDINGS
Date: 9/25/2013
Permit Type:

Description: PRIVATE WATER & SEWER
Permit Description: PLUMBING PERMIT
Work Class:

UTILITY LINES
Proposed Use:

Permit Number:

B13-1026
Status:

PENDING
Valuation:
$335,000.00
Contractor Company:

Contractor Name:

Date:

Permit Type:

Description:

Permit Description:

Work Class:

Proposed Use:

Permit Number:

Status:

Valuation: $0.00
Contractor Company:

Contractor Name:
715 BREEZE HILL RD
Date:

Permit Type:

Description:

Permit Description:

Work Class:

Proposed Use:

Permit Number:

Status:

Valuation:

Contractor Company:

Contractor Name:
7/31 /2014

SPRINKLER SYSTEM

FIRE SYSTEMS
F14-0107
ISSUED
$0.00
6558122-8 Page11

ADJOINING PROPERTY FINDINGS
Date: 7/11 /2014
Permit Type:

Description: 12 UNIT APARTMENTS W/GARAGES
Permit Description: BLDG COMBINATION 071210
Work Class:

NEW APARTMENT
Proposed Use:

Permit Number:

B13-1035
Status:

ISSUED
Valuation:
$1,280,685.93
Contractor Company:

Contractor Name:

Date: 5/30/2014
Permit Type:

Description: FOUNDATION ONLY
Permit Description: BUILDING PERMIT
Work Class:

OTHER
Proposed Use:

Permit Number:

B14-0608
Status:

ISSUED
Valuation:
$142,298.00
Contractor Company:

Contractor Name:

Date: 3/26/2014
Permit Type:

Description: ALARM SYSTEM
Permit Description:

FIRE SYSTEMS
Work Class:

Proposed Use:

Permit Number:

F14-0016
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:
6558122-8 Page12

LAS PALMAS DR
743 LAS PALMAS DR
Date:

Permit Type:

Description:

Permit Description:

Work Class:

Proposed Use:

Permit Number:

Status:

Valuation:

Contractor Company:

Contractor Name:
757 LAS PALMAS DR
Date:

Permit Type
Description:

Permit Description:

Work Class:

Proposed Use:

Permit Number:

Status:

Valuation:

Contractor Company:

Contractor Name:

ADJOINING PROPERTY FINDINGS
11 /6/2014
SOLAR PHOTVOLTAIC SYSTEM & 125 AMP ELECTRIC METER UPGRADE

ELECTRIC PERMIT

PHOTOVOLTAIC
B14-1589
FINAL
$0.00
8/8/2005

FENCE PERMIT
NO FEE FENCE PERMIT # 231

RESIDENTIAL FENCE
D05-0219
ISSUED
$0.00
04/06/1990. 5' CEDAR 120' L FENCE.
6558122-8 Page13

ADJOINING PROPERTY FINDINGS
Date: 7/2/1999
Permit Type: BLDG COMBINATION
Description: 709SF REC RM, BEDRM #5 & MASTER BEDRM WALK-IN CLOSET 2ND STORY ADDN, REMODEL WALK-IN CLOSET INTOHALLWAY. 106SF STORAGE ADDN BEHIND EXISTING GARAGE2 NEW SKYLIGHTS. REMODEL HALL 2 AREA ADJACENT TO MASTER BEDRM.

Permit Description
Work Class:

ADD/ALT SINGLE FAM DWELL
Proposed Use:

Permit Number:

B99-0267
Status:

FINAL
Valuation:
$76,592.00
Contractor Company:

Contractor Name:

CARL BERGER CONSTRUCTION
765 LAS PALMAS DR
Date: 2/2/2015
Permit Type:

Description: REPLACE FURNACE & ADD A.C.

Permit Description:

MECHANICAL PERMIT
Work Class:

Proposed Use:

Permit Number:

B15-0134
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

ACTION AIR CONDITIONING
6558122-8 Page14

ADJOINING PROPERTY FINDINGS
Date: 10/3/2013
Permit Type:

Description: SOLAR PHOTOVOLTAIC SYSTEM & ELECTRICAL SERVICE UPGRADE Permit Description: ELECTRIC PERMIT
Work Class:

PHOTOVOLTAIC
Proposed Use:

Permit Number:

B13-1092
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

Date: 12/13/2002
Permit Type: BUILDING PERMIT
Description: REROOF FROM WOOD SHAKE TO CEDARLITE CONC TILE Permit Description:

Work Class:

Proposed Use:

Permit Number:

B02-2205
Status:

FINAL
Valuation:
$6,696.00
Contractor Company:

Contractor Name:

BOB PIVA ROOFING
777 LAS PALMAS DR
Date: 1 /21 /2009
Permit Type: PLUMBING PERMIT
Description: REPLACE WATER HEATER
Permit Description
Work Class:

WATER HEATER
Proposed Use:

Permit Number:

B09-0059
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

ALL STAR WATER HEATERS INC.
6558122-8 Page15

ADJOINING PROPERTY FINDINGS
Date: 6/11 /2001
Permit Type: BUILDING PERMIT
Description: METAL PATIO COVER & ENCLOSURE ICBO#5014P
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B01-0781
Status:

FINAL
Valuation:
$3,404.25
Contractor Company:

Contractor Name:

BOND-BILT CONSTRUCTION CO
794 LAS PALMAS DR
Date: 2/13/2017
Permit Type:

Description: ROOF MOUNT SOLAR PHOTOVOLTAIC SYSTEM
Permit Description:

Building Misc - Photovoltaic System (PV)
Work Class:

Proposed Use:

Permit Number:

B17-0207
Status:

FINALED
Valuation:
$0.00
Contractor Company:

Contractor Name:

SOLARCITY CORPORATION
6558122-8 Page16

ADJOINING PROPERTY FINDINGS
795 LAS PALMAS DR
Date: 6/6/2018
Permit Type:

Description: ROOF MOUNT SOLAR PHOTOVOLTAIC SYSTEM
Permit Description:

Building Misc - Photovoltaic System (PV)
Work Class:

Proposed Use:

Permit Number:

B18-1072
Status:

FINALED
Valuation:
$0.00
Contractor Company:

Contractor Name:

URBAN ENERGY SOLAR INC
Date: 2/3/2016
Permit Type:

Description: RE -ROOF - COMP SHINGLES
Permit Description:

Building Miscellaneous - Reroof
Work Class:

Proposed Use:

Permit Number:

B16-0219
Status:

FINALED
Valuation:
$0.00
Contractor Company:

Contractor Name:

REGAN ROOFING INC
6558122-8 Page17

ADJOINING PROPERTY FINDINGS
798 LAS PALMAS DR
Date: 8/14/2019
Permit Type:

Description: ROOF MOUNT SOLAR PHOTOVOLTAIC SYSTEM
Permit Description:

Building Misc - Photovoltaic System (PV)
Work Class:

Proposed Use:

Permit Number:

B19-1637
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

VIVINT SOLAR DEVELOPER LLC
Date: 8/10/1999
Permit Type: PLUMBING PERMIT
Description: WATER HEATER REPLACEMENT
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B99-1116
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

A&J FOSTER
Date: 9/19/1995
Permit Type: BUILDING PERMIT
Description: WOOD PATIO COVER WITH BUILT UP ROOF
Permit Description:

Work Class:

Proposed Use:

Permit Number: B95-1162
Status: FINAL
Valuation: $1,960.00
Contractor Company:

Contractor Name:
6558122-8 Page18

ADJOINING PROPERTY FINDINGS
Date: 9/10/1993
Permit Type: BUILDING PERMIT
Description: 6 SQ.FT. OFFSITE SIGN FOR COUNTRY DAY SCHOOL TO REPLACE PRIOR SIGN REMOVED BY MELROSE STREET WIDENING. APPROVED BY J. LARIMAR Permit Description:

Work Class:

Proposed Use:

Permit Number: B93-1022
Status: FINAL
Valuation: $387.50
Contractor Company:

Contractor Name:

MATAGUAL DR
771 MATAGUAL DR
Date: 12/13/2011
Permit Type:

Description: RE -ROOF COMP SHINGLES
Permit Description: BUILDING PERMIT
Work Class:

REROOF ADD/ALT SINGLE FAM
Proposed Use:

Permit Number:

B11-1121
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

SHIELD ROOFING INC
6558122-8 Page19

ADJOINING PROPERTY FINDINGS
Date: 7/5/2005
Permit Type: ELECTRIC PERMIT
Description: NEW ELEC SWITCH (OUTDOOR CIRCUIT BREAKER) & REPLACE ELEC METER SOCKET
Permit Description:

Work Class:

Proposed Use:

Permit Number: B05-1015
Status: FINAL
Valuation: $0.00
Contractor Company:

Contractor Name:

Date: 6/20/1994
Permit Type: BLDG COMBINATION
Description: CONVERT EXISTING KITCHEN TO BEDRM & & ADD BAY WINDOW & CONVERT EXISTING BEDRM TO KITCHEN.

Permit Description
Work Class:

ADD/ALT SINGLE FAM DWELL
Proposed Use:

Permit Number:

B94-0576
Status:

EXPIRED
Valuation:
$3,625.00
Contractor Company:

Contractor Name:
6558122-8 Page 20

ADJOINING PROPERTY FINDINGS
805 MATAGUAL DR
Date: 6/24/2019
Permit Type:

Description: 200 AMP ELECTRIC METER PANEL UPGRADE
Permit Description:

Building Misc - Electric Meter Upgrade
Work Class:

Proposed Use:

Permit Number:

B19-1291
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

ASI HEATING AND AIR
Date: 5/30/2019
Permit Type:

Description: ROOF MOUNT SOLAR PHOTOVOLTAIC SYSTEM
Permit Description:

Building Misc - Photovoltaic System (PV)
Work Class:

Proposed Use:

Permit Number:

B19-1045
Status:

FINALED
Valuation:
$0.00
Contractor Company:

Contractor Name:

ASI HEATING AND AIR
Date: 4/9/2013
Permit Type:

Description: RE -ROOF BUILT UP
Permit Description: BUILDING PERMIT
Work Class:

REROOF ADD/ALT SINGLE FAM
Proposed Use:

Permit Number:

B13-0342
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:
6558122-8 Page 21

ADJOINING PROPERTY FINDINGS
808 MATAGUAL DR
Date: 4/13/2021
Permit Type:

Description: INSTALL DUCTLESS MINI SPLIT SYSTEM W/ELECTRICAL Permit Description:

Building HVAC Replacement
Work Class:

Proposed Use:

Permit Number:

B21-0600
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

BAKER ELECTRIC SOLAR
Date: 2/17/2016
Permit Type:

Description: SOLAR PHOTOVOLTAIC SYSTEM - ROOF MOUNT &
Permit Description:

Building Misc - Photovoltaic System (PV)
Work Class:

Proposed Use:

Permit Number:

B16-0299
Status:

FINALED
Valuation:
$0.00
Contractor Company:

Contractor Name:

BAKER ELECTRIC SOLAR
6558122-8 Page 22

ADJOINING PROPERTY FINDINGS
812 MATAGUAL DR
Date: 5/14/2013
Permit Type:

Description: BUILT UP RE -ROOF
Permit Description: BUILDING PERMIT
Work Class:

REROOF ADD/ALT SINGLE FAM
Proposed Use:

Permit Number:

B13-0463
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:
816 MATAGUAL DR
Date: 4/5/2017
Permit Type:

Description: ROOF MOUNT SOLAR PHOTOVOLTAIC SYSTEM &
Permit Description:

Building Misc - Photovoltaic System (PV)
Work Class:

Proposed Use:

Permit Number:

B17-0533
Status:

FINALED
Valuation:
$0.00
Contractor Company:

Contractor Name:

SULLIVAN SOLAR POWER
6558122-8 Page 23

ADJOINING PROPERTY FINDINGS
Date: 6/15/2015
Permit Type:

Description: REPAIR/REPLACE GAS LINE
Permit Description:

Building Gas Line
Work Class:

Proposed Use:

Permit Number:

B15-1193
Status:

FINALED
Valuation:
$0.00
Contractor Company:

Contractor Name:

PENNY PINCH PLUMBING & DRAIN'S
822 MATAGUAL DR
Date: 8/18/2003
Permit Type: BLDG COMBINATION
Description: 2ND STORY ADDN-MAST BEDRM/BATH, 2 BEDRMS, & LOFT.

Permit Description
Work Class:

ADD/ALT SINGLE FAM DWELL
Proposed Use:

Permit Number:

B03-0583
Status:

FINAL
Valuation:
$157,146.00
Contractor Company:

Contractor Name:

R D CONSTRUCTION INC
Date: 10/23/2002
Permit Type: BLDG COMBINATION
Description: NEW LIVINGRM, NOOK,MASTERBATH. REMODEL KITCHEN INT Permit Description
Work Class:

ADD/ALT SINGLE FAM DWELL
Proposed Use:

Permit Number:

B02-1336
Status:

FINAL
Valuation:
$114,971.00
Contractor Company:

Contractor Name:

R D CONSTRUCTION INC
6558122-8 Page 24

ADJOINING PROPERTY FINDINGS
Date: 6/24/1998
Permit Type: BLDG COMBINATION
Description: ENLARGE LIVINGRM, ENCLOSE EXISTING ENTRY PORCH, CONVERT EXISTING NOOK & KITCHEN INTO DININGRM.NEW ENTRY, NOOK & KITCHEN ADDN. CREATE CLOSET FOR BED-RM 2. DEMO EXISTING BATH & BUILD NEW BATHRM.

Permit Description
Work Class:

ADD/ALT SINGLE FAM DWELL
Proposed Use:

Permit Number:

B98-0724
Status:

EXPIRED
Valuation:
$123,704.00
Contractor Company:

Contractor Name:

R D CONSTRUCTION INC
Date: 2/23/1994
Permit Type: BUILDING PERMIT
Description: DETACHED GARAGE W/TOILET RM
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B93-1093
Status:

FINAL
Valuation:
$15,288.00
Contractor Company:

Contractor Name:

R D CONSTRUCTION INC
6558122-8 Page 25

ADJOINING PROPERTY FINDINGS
824 MATAGUAL DR
Date: 2/27/2018
Permit Type:

Description: ROOF MOUNT SOLAR PHOTOVOLTAIC SYSTEM
Permit Description:

Building Misc - Photovoltaic System (PV)
Work Class:

Proposed Use:

Permit Number:

B18-0355
Status:

FINALED
Valuation:
$0.00
Contractor Company:

Contractor Name:

BAKER ELECTRIC SOLAR
Date: 8/29/1995
Permit Type: PLUMBING PERMIT
Description: REPLACE WATER HEATER
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B95-1096
Status:

EXPIRED
Valuation:
$0.00
Contractor Company:

Contractor Name:

A&J FOSTER
6558122-8 Page 26

ADJOINING PROPERTY FINDINGS
827 MATAGUAL DR
Date: 2/9/2009
Permit Type: PLUMBING PERMIT
Description: REPLACE WATER HEATER
Permit Description
Work Class:

WATER HEATER
Proposed Use:

Permit Number:

B09-0116
Status:

EXPIRED
Valuation:
$0.00
Contractor Company:

Contractor Name:

ALL STAR WATER HEATERS INC.
828 MATAGUAL DR
Date: 11 /1 /1999
Permit Type: PLUMBING PERMIT
Description: GAS LINE REPAIR
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B99-1514
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

DRAVES PIPELINE
6558122-8 Page 27

ADJOINING PROPERTY FINDINGS
Date: 12/3/1997
Permit Type: BLDG COMBINATION
Description: BEDROOM, BATHROOM ADDITION, 2 CAR GARAGE & DECK Permit Description
Work Class:

ADD/ALT SINGLE FAM DWELL
Proposed Use:

Permit Number:

B97-1336
Status:

PENDING
Valuation:
$54,258.00
Contractor Company:

Contractor Name:

Date: 4/29/1996
Permit Type: BLDG COMBINATION
Description: LIVING RM & KITCHEN ADDITION. EN CLOSE BREEZEWAY TO BECOME SERVICE RM. FRONT ENTRY/PORCH ADDN. PATIO COVER AT REAR OF KITCHEN.

Permit Description
Work Class:

ADD/ALT SINGLE FAM DWELL
Proposed Use:

Permit Number:

B96-0350
Status:

FINAL
Valuation:
$47,900.25
Contractor Company:

Contractor Name:

R D CONSTRUCTION INC
6558122-8 Page 28

ADJOINING PROPERTY FINDINGS
830 MATAGUAL DR
Date: 4/10/2017
Permit Type:

Description: ADD A/C
Permit Description:

Building Residential A/C Replacement
Work Class:

Proposed Use:

Permit Number:

B17-0544
Status:

FINALED
Valuation:
$0.00
Contractor Company:

Contractor Name:

ASI HEATING AND AIR
Date: 7/24/1996
Permit Type: PLUMBING PERMIT
Description: REPLACE HOUSE SEWER LINE
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B96-0835
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

HOFFMAN BACKHOE ENGINEERING
6558122-8 Page 29

ADJOINING PROPERTY FINDINGS
842 MATAGUAL DR
Date: 6/2/2014
Permit Type:

Description: SOLAR PHOTOVOLTAIC SYSTEM
Permit Description: ELECTRIC PERMIT
Work Class:

PHOTOVOLTAIC
Proposed Use:

Permit Number:

B14-0688
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

S MELROSE DR
425 S MELROSE DR
Date: 8/31 /2016
Permit Type:

Description: REPLACE ROOF -MOUNT A/C UNITS (2)
Permit Description:

Building HVAC Replacement
Work Class:

Proposed Use:

Permit Number:

B16-1514
Status:

FINALED
Valuation:
$0.00
Contractor Company:

Contractor Name:

ASPEN COOLING & HEATING INC
6558122-8 Page 30

ADJOINING PROPERTY FINDINGS
Date: 7/29/2014
Permit Type:

Description: OGGI'S: CHANNEL LETTER WALL SIGNS, ILLUMINATED, TWO ELEVATIONS. JOB# 1-110-7300 wo# ******, TRAFFIC CONTROL REQUIRED TO INSTALL WATER

SERVICE
Permit Description: SIGN PERMIT
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B14-1100
Status:

ISSUED
Valuation:
$3,676.50
Contractor Company:

Contractor Name:

Date: 6/12/2014
Permit Type:

Description: 5,124 SF RESTAURANT/KITCHEN REMODEL & 919 SF OUTDOOR LIGHTING FOR "OGGI'S SPORTS/BREWHOUSE/PIZZA" VISTA DENTAL GROUP ADMIN TUP EVENT, PARKING LOT CUSTOMER APPRECIATION, 06/30/2012 ,
Permit Description: BLDG COMBINATION 071210
Work Class:

TENANT
Proposed Use:

Permit Number:

B14-0483
Status:

FINAL
Valuation:
$190,000.00
Contractor Company:

Contractor Name:
6558122-8 Page 31

ADJOINING PROPERTY FINDINGS
Date: 5/6/2014
Permit Type:

Description: DEMO INTERIOR PARTITIONS
Permit Description: BLDG COMBINATION 071210
Work Class:

TENANT
Proposed Use:

Permit Number:

B14-0561
Status:

FINAL
Valuation:
$2,000.00
Contractor Company:

Contractor Name:

Date: 9/6/2005
Permit Type: FENCE PERMIT
Description: NO FEE FENCE PERMIT # 1006. 03/26/2002. 5' x 116' BLOCK & GLASS Permit Description
Work Class:

COMMERCIAL
Proposed Use:

Permit Number:

D05-1007
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

Date: 5/20/2002
Permit Type: BUILDING PERMIT
Description: ILLUMINATED WALL SIGN
Permit Description
Work Class:

OTHER
Proposed Use:

Permit Number:

B02-0873
Status:

EXPIRED
Valuation:
$774.00
Contractor Company:

Contractor Name:

WEST COAST SIGN COMPANY
6558122-8 Page 32

ADJOINING PROPERTY FINDINGS
Date: 4/17/2002
Permit Type: BUILDING PERMIT
Description: ILLLUMINATED WALL SIGN"OGGI'S PIZZA & BREWING Permit Description:

Work Class:

Proposed Use:

Permit Number:

B02-0589
Status:

FINAL
Valuation:
$2,547.75
Contractor Company:

Contractor Name:

WEST COAST SIGN COMPANY
Date: 11 /26/2001
Permit Type: BLDG COMBINATION
Description: STUFT PIZZA-4880 SF
Permit Description
Work Class:

NEW COMMERCIAL
Proposed Use:

Permit Number:

B01-1062
Status:

FINAL
Valuation:
$404,064.00
Contractor Company:

Contractor Name:

DUGGAN CONSTRUCTION
485 S MELROSE DR
Date: 1 /25/2016
Permit Type:

Description: TENANT IMPROVEMENT - MELROSE SPA
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B15-2257
Status:

ISSUED
Valuation:
$35,000.00
Contractor Company:

Contractor Name:

KITCHEN & BATH CONSTRUCTION
6558122-8 Page 33

ADJOINING PROPERTY FINDINGS
Date: 1 /8/2014
Permit Type:

Description: TENANT IMPROVEMENT - EXPANDING INTO ADJACENT SUITE Permit Description: BLDG COMBINATION 071210
Work Class:

TENANT
Proposed Use:

Permit Number:

B13-1189
Status:

ISSUED
Valuation:
$89,880.00
Contractor Company:

Contractor Name:

Date:
10/26/2009
Permit Type:

SIGN PERMIT
Description:
2 ILLUM CHANNEL LETTER WALL SIGNS "PHO-EVER VIETNAMESE CUISINE" SUITE # 106
Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B09-0916
Status:

FINAL
Valuation:
$2,225.25
Contractor Company:

Contractor Name:

SIGNS 4BIZ
Date: 10/19/2009
Permit Type: BLDG COMBINATION 1/1/09
Description: TENANT IMPROVEMENT - PHO-EVER RESTAURANT
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B09-0829
Status:

FINAL
Valuation:
$71,135.00
Contractor Company:

Contractor Name:

N P L GENERAL CONSTRUCTION COMPANY
6558122-8 Page 34

ADJOINING PROPERTY FINDINGS
Date: 8/18/2008
Permit Type: SIGN PERMIT
Description: 2 ILLUM CHANNEL LETTER WALL SIGNS 'BLACK FOREST BISTRO" SUITE #112 Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B08-0800
Status:

FINAL
Valuation:
$1,096.50
Contractor Company:

Contractor Name:

CLEAR SIGN AND DESIGN
Date: 8/15/2008
Permit Type: BLDG COMBINATION 8/14/07
Description: T.I. RESTAURANT "BLACK FOREST BISTRO DELI" STE #112 Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B08-0564
Status:

FINAL
Valuation:
$71,680.00
Contractor Company:

Contractor Name:

HOLLOWAY CONSTRUCTION
Date: 7/17/2008
Permit Type: SIGN PERMIT
Description: ILLUM CHANNEL LETTER WALL SIGN. MODIFY EXISTING WALL SIGN FROM "THANON" TO "TAI ONE ON".

Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B08-0833
Status:

FINAL
Valuation:
$419.25
Contractor Company:

Contractor Name:

FORD SIGNS
6558122-8 Page 35

ADJOINING PROPERTY FINDINGS
Date: 1 /23/2007
Permit Type: BLDG COMBINATION 8/20/06
Description: TENANT IMPROVEMENT - VERIZON STORE
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B06-1630
Status:

FINAL
Valuation:
$44,805.00
Contractor Company:

Contractor Name:

OXFORD CONSTRUCTION
Date: 1 /15/2007
Permit Type: SIGN PERMIT
Description: ILLUM/NON ILLUM CHANNEL LETTER WALL SIGN -" VERIZON WIRELESS Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B06-1569
Status:

FINAL
Valuation:
$967.50
Contractor Company:

Contractor Name:

VISIBLE GRAPHICS
Date: 1 /3/2006
Permit Type: SIGN PERMIT
Description: ILLUMINATED WALL MOUNTED SIGN -"VILLAGE BAGEL CO. BAKERY & CAFE" Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B05-1783
Status:

FINAL
Valuation:
$903.00
Contractor Company:

Contractor Name:

STANFORD SIGNS
6558122-8 Page 36

ADJOINING PROPERTY FINDINGS
Date: 7/26/2005
Permit Type: BLDG COMBINATION
Description: T.I. "THE VILLAGE BAGEL COMPANY" SUITE #106 Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B05-0711
Status:

FINAL
Valuation:
$70,315.00
Contractor Company:

Contractor Name:

DAN LEVY CONSTRUCTION COMPANY INC
Date: 5/31 /2005
Permit Type: SIGN PERMIT
Description: ILLUM CHANNEL LETTER WALL SIGN "THANON THAI CUISINE" Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B05-0659
Status:

FINAL
Valuation:
$1,257.75
Contractor Company:

Contractor Name:

ALFA EXPERTS ELECTRICAL CORP
Date: 5/5/2005
Permit Type: BUILDING PERMIT
Description: ILLUMINIATED WALL SIGN " THANON THAI CUISINE" Permit Description:

Work Class:

Proposed Use:

Permit Number: B05-0658
Status: VOID
Valuation: $0.00
Contractor Company:

Contractor Name:
6558122-8 Page 37

ADJOINING PROPERTY FINDINGS
Date: 2/22/2005
Permit Type: SIGN PERMIT
Description: ILLUMINATED CHANNEL LETTER WALL SIGN "DRY CLEANING STATION" Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B05-0194
Status:

EXPIRED
Valuation:
$709.50
Contractor Company:

Contractor Name:

STANFORD SIGNS
Date: 12/16/2004
Permit Type: BLDG COMBINATION
Description: T.I.-DRY CLEANERS PICK UP AND DROP OFF ONLY (NO DRYCLEANING DONE ON

THE PREMISES)
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B04-2075
Status:

FINAL
Valuation:
$7,395.00
Contractor Company:

Contractor Name:

ABC ALL AROUND
Date: 10/13/2004
Permit Type: BUILDING PERMIT
Description: C OF O-"HOUSE OF THANON THAI CUISINE"
(BUSINESS LICENSE #00019184)
Permit Description:

Work Class:

Proposed Use:

Permit Number: B04-1809
Status: FINAL
Valuation: $0.00
Contractor Company:

Contractor Name:
6558122-8 Page 38

ADJOINING PROPERTY FINDINGS
Date: 6/17/2004
Permit Type: SIGN PERMIT
Description: 2 ILLUM CHANNEL LETTER WALL SIGNS"QUIZNOS SUB" 17ASF EACH Permit Description:

Work Class:

Proposed Use:

Permit Number:

B04-1108
Status:

FINAL
Valuation:
$1,128.75
Contractor Company:

Contractor Name:

EMPIRE SIGN & CRANE SERVICE INC.

Date: 5/25/2004
Permit Type: BLDG COMBINATION
Description: TENANT IMPROVEMENT - QUIZNOS - SUITE G
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B04-0662
Status:

FINAL
Valuation:
$63,837.00
Contractor Company:

Contractor Name:

BOGART CONSTRUCTION INC
Date: 2/26/2002
Permit Type: BUILDING PERMIT
Description: 18SF ILLUMINATED WALL SIGN -"PROFESSIONAL NAIL" Permit Description:

Work Class:

Proposed Use:

Permit Number:

B01-0789
Status:

FINAL
Valuation:
$580.50
Contractor Company:

Contractor Name:

ALCOA SIGNAGE
6558122-8 Page 39

ADJOINING PROPERTY FINDINGS
Date: 10/8/2001
Permit Type: BUILDING PERMIT
Description: ILLUMINATED WALL SIGN -"DECADE"
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B01-1441
Status:

FINAL
Valuation:
$1,354.50
Contractor Company:

Contractor Name:

FORD SIGNS
Date: 6/19/2001
Permit Type: BUILDING PERMIT
Description: 2 ILLUMINATED WALL SIGNS "TOGOS"
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B01-0847
Status:

FINAL
Valuation:
$1,419.00
Contractor Company:

Contractor Name:

WESTERN SIGN SYSTEMS
Date: 5/31 /2001
Permit Type: BLDG COMBINATION
Description: TENANT IMPROVEMENT TOGOS SUITE G
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:
1300-1734
Status:

FINAL
Valuation:
$44,515.00
Contractor Company:

Contractor Name:

HAWKINS CONSTRUCTION
6558122- 8 Page 40

ADJOINING PROPERTY FINDINGS
Date: 5/1/2001
Permit Type: BUILDING PERMIT
Description: 43SF ILLUM WALL SIGN -KINGS GARDEN ASIAN BANQUET Permit Description:

Work Class:

Proposed Use:

Permit Number:

B01-0588
Status:

FINAL
Valuation:
$1,386.75
Contractor Company:

Contractor Name:

ALCOA SIGNAGE
Date: 3/20/2001
Permit Type: BLDG COMBINATION
Description: TENANT IMPROVEMENT SUITE F - PROFESSIONAL NAIL Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B01-0287
Status:

FINAL
Valuation:
$40,600.00
Contractor Company:

Contractor Name:

PEROCK CONSTRUCTION AND DEV
Date: 3/6/2001
Permit Type: BUILDING PERMIT
Description: 1 ILLUM PYLON SIGN & MONUM SIGN/BREEZEHILL PLAZA Permit Description:

Work Class:

Proposed Use:

Permit Number:

B01-0282
Status:

FINAL
Valuation:
$5,000.00
Contractor Company:

Contractor Name:

ULTRANEON SIGN CORP.
6558122- 8 Page 41

ADJOINING PROPERTY FINDINGS
Date: 2/15/2001
Permit Type: BLDG COMBINATION
Description: 2,640 SF RESTAURANT T.I. (KINGS GARDEN)
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B00-1814
Status:

FINAL
Valuation:
$108,240.00
Contractor Company:

Contractor Name:

Date: 12/18/2000
Permit Type: BUILDING PERMIT
Description: ILLUMINATED WALL SIGN - PAPA JOHN
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B00-1842
Status:

FINAL
Valuation:
$1,290.00
Contractor Company:

Contractor Name:

WESTERN SIGN SYSTEMS
C.O. Issued Date: 3/14/2001
Date: 12/7/2000
Permit Type: BLDG COMBINATION
Description: TENANT IMPROVEMENT - PAPA JOHNS PIZZA
Permit Description:

Work Class:

Proposed Use:

Permit Number:

Status:

Valuation:

Contractor Company:

Contractor Name:

TENANT IMPROVEMENT
B00-1449
FINAL
$62,720.00
6558122- 8 Page 42

ADJOINING PROPERTY FINDINGS
Date: 6/16/2000
Permit Type: BLDG COMBINATION
Description: 10,030 SF COMMERCIAL BUILDING
Permit Description
Work Class:

NEW COMMERCIAL
Proposed Use:

Permit Number:

B00-0036
Status:

FINAL
Valuation:
$503,506.00
Contractor Company:

Contractor Name:

VILLAGE PROPERTY SYSTEMS INC
490 S MELROSE DR
Date: 2/18/2015
Permit Type:

Description: ROOF -MOUNT SOLAR PHOTOVOLTAIC SYSTEM
Permit Description:

ELECTRIC PERMIT
Work Class:

Proposed Use:

Permit Number:

B14-1825
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

REC SOLAR COMMERCIAL CORP/REC COMMERCIAL CORP
6558122- 8 Page 43

ADJOINING PROPERTY FINDINGS
Date: 10/25/2006
Permit Type: SIGN PERMIT
Description: 2 NON ILLUM INDIVIDUAL LETTER WALL SIGNS & MOVE EXISTING ADDRESS #'S

UP NEXT TO WINDOW
Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B06-1297
Status:

FINAL
Valuation:
$713.00
Contractor Company:

Contractor Name:

WESTERN SIGN & AWNING INC
Date: 9/30/2005
Permit Type: FENCE PERMIT
Description:

Permit Description
Work Class:

COMMERCIAL
Proposed Use:

Permit Number:

D05-1270
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

Date: 9/29/2005
Permit Type: FENCE PERMIT
Description: NO FEE FENCE PERMIT # 1272. 09113/2004. 5' x 64' WOOD FENCE Permit Description
Work Class:

RESIDENTIAL FENCE
Proposed Use:

Permit Number:

D05-1271
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:
6558122- 8 Page 44

ADJOINING PROPERTY FINDINGS
Date: 11 /26/2002
Permit Type: BUILDING PERMIT
Description: RETAINING WALL SPLIT FACE BLOCK MAX HEIGHT 3.59'.

W/ 6' WROUGHT IRON FENCE(OK PER RRICHARDSON)/RB
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B02-2095
Status:

FINAL
Valuation:
$5,704.00
Contractor Company:

Contractor Name:

BRAND CONSTRUCTION
Date: 11 /4/2002
Permit Type: BUILDING PERMIT
Description: ILLUM POLE SIGN, 2 ILLUM MONUMENT SIGNS, 1 WALL SIGN Permit Description:

Work Class:

Proposed Use:

Permit Number:

B02-0979
Status:

FINAL
Valuation:
$7,607.25
Contractor Company:

Contractor Name:

BRAND CONSTRUCTION
Date: 8/5/2002
Permit Type: BLDG COMBINATION
Description: METHODIST CHURCH-19,340 SF CHURCH AND 10,036 SF Permit Description
Work Class:

NEW COMMERCIAL
Proposed Use:

Permit Number:

B02-0250
Status:

FINAL
Valuation:
$2,137,127.40
Contractor Company:

Contractor Name:

BRAND CONSTRUCTION
6558122- 8 Page 45

ADJOINING PROPERTY FINDINGS
495 S MELROSE DR
Date: 6/30/2008
Permit Type: ELECTRIC PERMIT
Description: 100 AMP ELECTRIC METER FOR TELCO CABINET
Permit Description
Work Class:

MISC ELECTRICAL
Proposed Use:

Permit Number:

B08-0772
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

ROBINSON ELECTRIC
Date: 5/27/2003
Permit Type: BUILDING PERMIT
Description: TRASH ENCLOSURE
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B03-0788
Status:

FINAL
Valuation:
$2,697.00
Contractor Company:

Contractor Name:

MORRISSEY CONSTRUCTION COMPANY
6558122- 8 Page 46

Date:

Permit Type
Description:

Permit Description:

Work Class:

Proposed Use:

Permit Number:

Status:

Valuation:

Contractor Company:

Contractor Name:

ADJOINING PROPERTY FINDINGS
4/14/2003

SIGN PERMIT
3 ILLUM WALL SIGNS, 2 D/F ILLUM DIRECTIONAL SIGNS & 1 S/F ILLUM MONUMENT SIGN.

COMMERCIAL SIGN
B03-0082
FINAL
$2,242.50

CALIFORNIA NEON PRODUCTS
C.O. Issued Date: 6/13/2003
Date: 3/31 /2003
Permit Type: BLDG COMBINATION
Description: NEW EL POLLO LOCO RESTAURANT
Permit Description
Work Class:

NEW COMMERCIAL
Proposed Use:

Permit Number:

B02-2114
Status:

FINAL
Valuation:
$248,400.00
Contractor Company:

Contractor Name:

MORRISSEY CONSTRUCTION COMPANY
Date: 6/13/2000
Permit Type: BUILDING PERMIT
Description: RETAINING WALLS
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B00-0849
Status:

FINAL
Valuation:
$16,926.00
Contractor Company:

Contractor Name:

BUIE CONSULTING INC
6558122- 8 Page 47

ADJOINING PROPERTY FINDINGS
560 S MELROSE DR
Date: 8/14/2006
Permit Type: BUILDING PERMIT
Description: RE -ROOF W/COMP SHINGLES (SAME MATERIAL & COLOR AS EXISTING) Permit Description
Work Class:

REROOF
Proposed Use:

Permit Number:

B06-1022
Status:

FINAL
Valuation:
$5,280.00
Contractor Company:

Contractor Name:

PATRIOT ROOFING
Date: 6/27/2003
Permit Type: SIGN PERMIT
Description: DOUBLE FACED, NON -ILLUMINATED MONUMENT SIGN Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B03-0990
Status:

FINAL
Valuation:
$1,717.75
Contractor Company:

Contractor Name:

ROUSE SIGN AND GRAPHICS
Date: 11 /12/1992
Permit Type: PLUMBING PERMIT
Description: GAS LINE REPAIR
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B92-1258
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

FELKINS PLUMBING COMPANY INC.
6558122- 8 Page 48

ADJOINING PROPERTY FINDINGS
609 S MELROSE DR
Date: 8/26/2008
Permit Type: ELECTRIC PERMIT
Description: 100 ELECTRIC AMP FOR TELCO CABINET
Permit Description
Work Class:

MISC ELECTRICAL
Proposed Use:

Permit Number:

B08-1067
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

PAR ELECTRICAL CONTRACTORS INC
610 S MELROSE DR
Date: 9/12/1995
Permit Type: BUILDING PERMIT
Description: 6 HEIGH X 66" WIDE MONUMENT SIGN -DENTIST
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B95-1132
Status:

FINAL
Valuation:
$1,680.00
Contractor Company:

Contractor Name:

AURORA SIGN & LIGHTING
6558122- 8 Page 49

ADJOINING PROPERTY FINDINGS
Date: 5/30/1995
Permit Type: BLDG COMBINATION
Description: CONVERT SINGLE FAMILY DWELLING INTO DENTIST OFFICEDEMO EXISTING 2 CAR GARAGE,FAM RM & DEN & POOL & PUMP ROOM.

Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B94-1108
Status:

FINAL
Valuation:
$54,214.50
Contractor Company:

Contractor Name:

RAHBAR CONSTRUCTION COMPANY
Date: 5/12/1995
Permit Type: DEMOLITION PERMIT
Description: DEMO SWIMMING POOL,STEEL PUMP ROOM, & PATIO COVER Permit Description:

Work Class:

Proposed Use:

Permit Number:

B95-0609
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

RAHBAR CONSTRUCTION COMPANY
6558122-8 Page 50

ADJOINING PROPERTY FINDINGS
620 S MELROSE DR
Date: 6/8/2020
Permit Type:

Description: MODIFY ADA PATH OF TRAVEL
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B20-0231
Status:

FINALED
Valuation:
$20,000.00
Contractor Company:

Contractor Name:

KIANEH CONSTRUCTION CO LLC
Date: 5/22/2019
Permit Type:

Description: REPLACE (E) ROOF -TOP A/C (LIKE FOR LIKE)
Permit Description:

Building Residential A/C Replacement
Work Class:

Proposed Use:

Permit Number:

B19-0994
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

MESA ENERGY SYSTEMS INC
Date: 8/10/2009
Permit Type: PLUMBING PERMIT
Description: WATER HEATER REPLACEMENT
Permit Description
Work Class:

WATER HEATER
Proposed Use:

Permit Number:

B09-0749
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

N P PLUMBING
6558122-8 Page 51

ADJOINING PROPERTY FINDINGS
Date: 12/23/1999
Permit Type: BLDG COMBINATION
Description: TENANT IMPROVEMENTS- OFFICES
Permit Description
Work Class:

ADD/ALTER COMMERCIAL
Proposed Use:

Permit Number:

B99-1617
Status:

FINAL
Valuation:
$35,322.00
Contractor Company:

Contractor Name:

Date: 8/31 /1998
Permit Type: BUILDING PERMIT
Description: 2 SIDED MONUMENT SIGN, WALL SIGN
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B98-1079
Status:

FINAL
Valuation:
$1,908.25
Contractor Company:

Contractor Name:

QWIKSIGN
Date: 4/30/1998
Permit Type: ELECTRICAL PERMIT
Description: TEMPORARY POWER POLE
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B98-0521
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

ARC CONSTRUCTION
6558122-8 Page 52

ADJOINING PROPERTY FINDINGS
C.O. Issued Date: 11/2/1998
Date: 12/3/1997
Permit Type: BLDG COMBINATION
Description: DENTAL OFFICE BUILDING
Permit Description
Work Class:

NEW COMMERCIAL
Proposed Use:

Permit Number:

B97-0508
Status:

FINAL
Valuation:
$404,965.00
Contractor Company:

Contractor Name:

ARC CONSTRUCTION
624 S MELROSE DR
Date: 9/7/2011
Permit Type:

Description: CONVERT FROM PROPANE TO GAS
Permit Description: PLUMBING PERMIT
Work Class:

UTILITY LINES
Proposed Use:

Permit Number:

B11-0796
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:
6558122-8 Page 53

ADJOINING PROPERTY FINDINGS
625 S MELROSE DR
Date: 5/25/2010
Permit Type: BUILDING PERMIT
Description: NINE AWNINGS
Permit Description
Work Class:

OTHER
Proposed Use:

Permit Number:

B10-0482
Status:

FINAL
Valuation:
$2,077.00
Contractor Company:

Contractor Name:

ADIMPACT CORPORATE SIGNAGE
Date: 5/6/2010
Permit Type: SIGN PERMIT
Description: 4 WALL SIGNS AND 3 DIRECTIONAL SIGNS
Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B10-0438
Status:

FINAL
Valuation:
$7,224.00
Contractor Company:

Contractor Name:

ADIMPACT CORPORATE SIGNAGE
Date: 3/24/2010
Permit Type: BLDG COMBINATION 1/1/09
Description: PARKING LOT LIGHTING-6 LIGHT STANDARDS
Permit Description
Work Class:

OTHER
Proposed Use:

Permit Number:

B10-0287
Status:

FINAL
Valuation:
$3,000.00
Contractor Company:

Contractor Name:

COASTLINE DEVELOPMENT INC.
6558122-8 Page 54

ADJOINING PROPERTY FINDINGS
Date: 3/8/2010
Permit Type: ELECTRIC PERMIT
Description: TEMPORARY POWER POLE
Permit Description
Work Class:

TEMP POWER POLE
Proposed Use:

Permit Number:

B10-0226
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

COASTLINE DEVELOPMENT INC.

Date: 2/3/2010
Permit Type: BLDG COMBINATION 1/1/09
Description: COMERICA BANK AND CANOPY
Permit Description
Work Class:

NEW COMMERCIAL
Proposed Use:

Permit Number:

B09-0340
Status:

FINAL
Valuation:
$352,353.20
Contractor Company:

Contractor Name:

COASTLINE DEVELOPMENT INC.
630 S MELROSE DR
Date: 9/15/2003
Permit Type: SIGN PERMIT
Description: MONUMENT SIGN "DENTAL CARE & IMPLANTS"
Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B03-1200
Status:

FINAL
Valuation:
$1,257.75
Contractor Company:

Contractor Name:

ALCOA SIGNAGE
6558122-8 Page 55

ADJOINING PROPERTY FINDINGS
Date: 6/16/1999
Permit Type: BLDG COMBINATION
Description: TENANT IMPROVEMENT -LAW OFFICE
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B99-0682
Status:

FINAL
Valuation:
$26,738.00
Contractor Company:

Contractor Name:

Date: 9/1 /1998
Permit Type: BUILDING PERMIT
Description: TRASH ENCLOSURE
Permit Description:

Work Class:

Proposed Use:

Permit Number: B98-1091
Status: FINAL
Valuation: $855.00
Contractor Company:

Contractor Name:

Date:

Permit Type
Description:

Permit Description:

Work Class:

Proposed Use:

Permit Number:

Status:

Valuation:

Contractor Company:

Contractor Name:
7/31 /1998

PLUMBING PERMIT

MISC PLUMBING FOR DENTAL EQUIPMENT
B98-0857
FINAL
$0.00
M.S.B. BUILDERS
6558122-8 Page 56

ADJOINING PROPERTY FINDINGS
C.O. Issued Date: 3/11/1999
Date: 6/24/1998
Permit Type: BLDG COMBINATION
Description: 2178 SQ FT DENTAL OFFICE
Permit Description
Work Class:

NEW COMMERCIAL
Proposed Use:

Permit Number:

B98-0090
Status:

FINAL
Valuation:
$167,706.00
Contractor Company:

Contractor Name:

M.S.B. BUILDERS
Date: 5/18/1998
Permit Type: BUILDING PERMIT
Description: RETAINING WALL AS PER GP 98-005
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B98-0585
Status:

FINAL
Valuation:
$17,051.00
Contractor Company:

Contractor Name:

M.S.B. BUILDERS
Date: 3/12/1998
Permit Type: BUILDING PERMIT
Description: DEMO EXISTING SFD (1230 SQ FT)
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B98-0236
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

M.S.B. BUILDERS
6558122-8 Page 57

ADJOINING PROPERTY FINDINGS
Date: 3/10/1998
Permit Type: ELECTRICAL PERMIT
Description: T-POLE
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B98-0226
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

ARC CONSTRUCTION
631 S MELROSE DR
Date: 10/15/2018
Permit Type:

Description: SWIMMING POOL & SPA- BREEZE HILL APARTMENTS Permit Description:

Building Spa and Pool
Work Class:

Proposed Use:

Permit Number:

B18-1712
Status:

ISSUED
Valuation:
$70,000.00
Contractor Company:

Contractor Name:

ISLAND CONSTRUCTION CORPORATION
Date: 7/11 /2018
Permit Type:

Description: INSTALL (6) ELECTRIC VEHICLE CHARGING PORTS Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B18-0666
Status:

ISSUED
Valuation:
$64,290.00
Contractor Company:

Contractor Name:

HENKELS & MCCOY INC
6558122-8 Page 58

ADJOINING PROPERTY FINDINGS
Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX TYPE A (13 UNITS)
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2200
Status:

ISSUED
Valuation:
$1,197,186.33
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX TYPE A (13 UNITS)
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2201
Status:

ISSUED
Valuation:
$1,196,951.93
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX TYPE A (13 UNITS)
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2202
Status:

ISSUED
Valuation:
$1,196,951.93
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
6558122-8 Page 59

ADJOINING PROPERTY FINDINGS
Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX TYPE B (15 UNITS)
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2203
Status:

ISSUED
Valuation:
$1,340,764.78
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX TYPE C (10 UNITS)
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2204
Status:

ISSUED
Valuation:
$795,928.28
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX TYPE C (10 UNITS)
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2205
Status:

ISSUED
Valuation:
$801,028.28
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
6558122-8 Page 60

ADJOINING PROPERTY FINDINGS
Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX TYPE D (14 UNITS)
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2206
Status:

ISSUED
Valuation:
$1,362,839.27
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX CLUB HOUSE
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2207
Status:

ISSUED
Valuation:
$200,220.63
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX GARAGE (BLD 1)
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2208
Status:

ISSUED
Valuation:
$51,968.32
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
6558122-8 Page 61

ADJOINING PROPERTY FINDINGS
Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX GARAGE (BLD 2)
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2209
Status:

ISSUED
Valuation:
$51,968.32
Contractor Company:

Contractor Name:

Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX GARAGE (BLD 3)
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2210
Status:

ISSUED
Valuation:
$51,968.32
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
Date: 12/19/2017
Permit Type:

Description: APARTMENT COMPLEX GARAGE (BLD 4)
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2211
Status:

ISSUED
Valuation:
$51,968.32
Contractor Company:

Contractor Name:
6558122-8 Page 62

ADJOINING PROPERTY FINDINGS
Date: 12/19/2017
Permit Type:

Description: POOL EQUIPMENT BUILDING
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2212
Status:

ISSUED
Valuation:
$6,971.36
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
Date: 12/19/2017
Permit Type:

Description: 4 TRASH ENCLOSURES
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B16-2213
Status:

ISSUED
Valuation:
$23,766.00
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
Date: 10/24/2017
Permit Type:

Description: DEMOLISH RETAIL BUILDING
Permit Description:

Building Demolition
Work Class:

Proposed Use:

Permit Number:

B17-1643
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

HIGHLAND PM LLC
6558122-8 Page 63

ADJOINING PROPERTY FINDINGS
Date: 11 /23/2010
Permit Type: BUILDING PERMIT
Description: CERTIFICATE OF OCCUPANCY FOR KINGS STATIONERS Permit Description
Work Class:

CERTIFICATE OF OCCUPANCY
Proposed Use:

Permit Number:

B10-1119
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

Date: 8/27/2010
Permit Type: SIGN PERMIT
Description: WALL SIGN 15 SQ.FT. SIGN AREA, NON -ILLUMINATED, TENANT PANEL ON MONUMENT SIGN (VINYL LETTERS).

Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B10-0823
Status:

FINAL
Valuation:
$232.50
Contractor Company:

Contractor Name:

Date: 2/16/2010
Permit Type: SIGN PERMIT
Description: ILLUM CHANNEL LETTER WALL SIGN "NORTHSTAR BAIL BONDS" Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B09-0531
Status:

EXPIRED
Valuation:
$580.50
Contractor Company:

Contractor Name:

FORD SIGNS
6558122-8 Page 64

ADJOINING PROPERTY FINDINGS
Date: 1 /15/2009
Permit Type: SIGN PERMIT
Description: ILLUM CHANNEL LETTER WALL SIGN "SALON POISE" Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B09-0037
Status:

FINAL
Valuation:
$645.00
Contractor Company:

Contractor Name:

FORD SIGNS
Date: 1 /6/2009
Permit Type: BLDG COMBINATION 1/1/09
Description:

Permit Description:

Work Class:

Proposed Use:

Permit Number: B09-0013
Status: VOID
Valuation: $55,000.00
Contractor Company:

Contractor Name:

Date: 1 /6/2009
Permit Type: BLDG COMBINATION 8/14/07
Description: T.I. - VANILLA SHELL
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B08-1376
Status:

FINAL
Valuation:
$41,993.60
Contractor Company:

Contractor Name:

KNR BUILDERS
6558122-8 Page 65

ADJOINING PROPERTY FINDINGS
Date: 12/19/2008
Permit Type: BLDG COMBINATION8/14/07
Description: TENANT IMPROVEMENT -SUITE 103 - "POISE HAIR SALON" Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B08-1391
Status:

FINAL
Valuation:
$41,993.60
Contractor Company:

Contractor Name:

TOM LINQUIST CONSTRUCTION INCORPORATED
Date: 4/14/2008
Permit Type: SIGN PERMIT
Description: ILLUM CHANNEL LETTER WALL SIGN "ELEGANT NAILS & SPAS" STE#106 Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B07-1127
Status:

FINAL
Valuation:
$612.75
Contractor Company:

Contractor Name:

FX SIGNS
Date: 3/18/2008
Permit Type: SIGN PERMIT
Description: ILLUM CHANNEL LETTER WALL SIGN & FACE CHANGE ONLY TO EXISTING MONUMENT SIGN. "SUBMARINA"
Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B08-0168
Status:

FINAL
Valuation:
$935.25
Contractor Company:

Contractor Name:

MATTHEWS SIGNS
6558122-8 Page 66

ADJOINING PROPERTY FINDINGS
Date: 3/11 /2008
Permit Type: BLDG COMBINATION 8/14/07
Description: TENANT IMPROVEMENT - SUBMARINA
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-1662
Status:

FINAL
Valuation:
$53,505.00
Contractor Company:

Contractor Name:

SHRADER & MARTINEZ CONSTRUCTION INC
Date: 12/17/2007
Permit Type: SIGN PERMIT
Description: ILLUM CHANNEL LETTER WALL SIGN -"VIA SICILIA RISTORANTE ITALIANO" (SUITE 101)
Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B07-1560
Status:

FINAL
Valuation:
$1,386.75
Contractor Company:

Contractor Name:

FORD SIGNS
Date: 12/4/2007
Permit Type: SIGN PERMIT
Description:

Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B07-1539
Status:

VOID
Valuation:
$0.00
Contractor Company:

Contractor Name:
6558122-8 Page 67

ADJOINING PROPERTY FINDINGS
Date: 11 /28/2007
Permit Type: BLDG COMBINATION8/14/07
Description: SPEC. TENANT IMPROVEMENT(T-BAR CEILING, BATHROOM, ELECTRICAL) Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-1318
Status:

FINAL
Valuation:
$143,061.80
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 11 /20/2007
Permit Type: SIGN PERMIT
Description: ILLUMINATED CHANNEL LETTER WALL SIGN "MARTINIZING DRY CLEANING" Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B07-1391
Status:

FINAL
Valuation:
$516.00
Contractor Company:

Contractor Name:

ULTRASIGNS ELECTRICAL ADVERTISING
Date: 10/12/2007
Permit Type: SIGN PERMIT
Description: ONE ILLUMINATED WALL SIGN & LOGO -" LIBERTY TAX" Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B07-1300
Status:

FINAL
Valuation:
$483.75
Contractor Company:

Contractor Name:

WESTERN SIGN & AWNING INC
6558122-8 Page 68

ADJOINING PROPERTY FINDINGS
Date: 9/17/2007
Permit Type: ELECTRIC PERMIT
Description: ELECTRIC & GAS METER SET
Permit Description
Work Class:

MISC ELECTRICAL
Proposed Use:

Permit Number:

B07-1171
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 9/12/2007
Permit Type: BLDG COMBINATION 8/20/06
Description: 297 SF OFFICE TENANT IMPROVEMENT (SUITE 105)-"LIBERTY TAX" Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0958
Status:

FINAL
Valuation:
$9,325.80
Contractor Company:

Contractor Name:

Date: 9/10/2007
Permit Type: ELECTRIC PERMIT
Description: ELECTRIC & GAS METER SET
Permit Description
Work Class:

MISC ELECTRICAL
Proposed Use:

Permit Number:

B07-1168
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
6558122-8 Page 69

ADJOINING PROPERTY FINDINGS
Date: 9/10/2007
Permit Type: ELECTRIC PERMIT
Description: ELECTRIC & GAS METER SET
Permit Description
Work Class:

MISC ELECTRICAL
Proposed Use:

Permit Number:

B07-1172
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 9/10/2007
Permit Type: ELECTRIC PERMIT
Description: ELECTRIC & GAS METER SET
Permit Description
Work Class:

MISC ELECTRICAL
Proposed Use:

Permit Number:

B07-1169
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 9/10/2007
Permit Type: ELECTRIC PERMIT
Description: ELECTRIC & GAS METER SET
Permit Description
Work Class:

MISC ELECTRICAL
Proposed Use:

Permit Number:

B07-1170
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
6558122-8 Page 70

ADJOINING PROPERTY FINDINGS
Date: 8/15/2007
Permit Type: BLDG COMBINATION 8/20/06
Description: T.I. - RESTAURANT "VIA SICILIA RESTAURANT" Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0388
Status:

FINAL
Valuation:
$169,872.80
Contractor Company:

Contractor Name:

JACOR CONSTRUCTION INC.

Date: 8/3/2007
Permit Type: BLDG COMBINATION 8/20/06
Description: TENANT IMPROVEMENT - SPORT CUTS
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0913
Status:

EXPIRED
Valuation:
$41,993.60
Contractor Company:

Contractor Name:

COASTAL DESIGNS
Date: 7/9/2007
Permit Type: BLDG COM BI NATION 8/20/06
Description: 1,002 SF TENANT IMPROVEMENT FOR DROP OFF DRY CLEANING BUSINESS -"MARTINIZING" (SUITE 104)
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0862
Status:

FINAL
Valuation:
$31,462.80
Contractor Company:

Contractor Name:

QUEST CONSTRUCTION
6558122-8 Page 71

ADJOINING PROPERTY FINDINGS
Date: 6/19/2007
Permit Type: BLDG COMBINATION8/20/06
Description: 1300 SF TENANT IMPROVEMENT FOR ELEGANT NAILS AND SPA Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0507
Status:

FINAL
Valuation:
$37,700.00
Contractor Company:

Contractor Name:

MANN CONSTRUCTION
Date: 6/14/2007
Permit Type: FENCE PERMIT
Description: 600' X 6' HIGH WROUGHT IRON FENCE
Permit Description
Work Class:

COMMERCIAL
Proposed Use:

Permit Number:

D07-0041
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 3/20/2007
Permit Type: BLDG COM BI NATION 8/20/06
Description: SPEC - TENANT IMPROVEMENT
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0019
Status:

FINAL
Valuation:
$104,371.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
6558122-8 Page 72

ADJOINING PROPERTY FINDINGS
Date: 3/20/2007
Permit Type: BLDG COMBINATION 8/20/06
Description: SPEC - TENANT IMPROVEMENT
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0020
Status:

FINAL
Valuation:
$42,369.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 3/20/2007
Permit Type: BLDG COMBINATION 8/20/06
Description: SPEC - TENANT IMPROVEMENT
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0021
Status:

FINAL
Valuation:
$34,597.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 3/20/2007
Permit Type: BLDG COM BI NATION 8/20/06
Description: SPEC - TENANT IMPROVEMENT
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0022
Status:

FINAL
Valuation:
$29,058.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
6558122-8 Page 73

ADJOINING PROPERTY FINDINGS
Date: 3/20/2007
Permit Type: BLDG COMBINATION 8/20/06
Description: SPEC - TENANT IMPROVEMENT
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0023
Status:

FINAL
Valuation:
$29,058.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 3/20/2007
Permit Type: BLDG COMBINATION 8/20/06
Description: SPEC - TENANT IMPROVEMENT
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0024
Status:

FINAL
Valuation:
$37,729.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 3/20/2007
Permit Type: BLDG COM BI NATION 8/20/06
Description: SPEC - TENANT IMPROVEMENT
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0025
Status:

FINAL
Valuation:
$34,684.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
6558122-8 Page 74

ADJOINING PROPERTY FINDINGS
Date: 3/20/2007
Permit Type: BLDG COMBINATION 8/20/06
Description: SPEC - TENANT IMPROVEMENT
Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B07-0026
Status:

FINAL
Valuation:
$43,500.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 2/26/2007
Permit Type: SIGN PERMIT
Description: 1 ILLUM D/F MONUMENT SIGN & 1 ILLUM D/F PYLON SIGN Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B07-0117
Status:

FINAL
Valuation:
$22,155.00
Contractor Company:

Contractor Name:

FORD SIGNS
Date: 12/20/2006
Permit Type: ELECTRIC PERMIT
Description: TEMPORARY POWER POLE
Permit Description
Work Class:

TEMP POWER POLE
Proposed Use:

Permit Number:

B06-1639
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

POWER PLUS
6558122-8 Page 75

ADJOINING PROPERTY FINDINGS
Date: 11 /30/2006
Permit Type: BLDG COMBINATION
Description: 21,549 SF RETAIL BLDG BUILDING C
Permit Description
Work Class:

NEW COMMERCIAL
Proposed Use:

Permit Number:

B06-0504
Status:

FINAL
Valuation:
$1,081,759.80
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 11 /29/2006
Permit Type: PLUMBING PERMIT
Description: WATER SERVICE
Permit Description
Work Class:

UTILITY LINES WTR/GAS/SWR
Proposed Use:

Permit Number:

B06-1555
Status:

VOID
Valuation:
$0.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 9/29/2006
Permit Type: BUILDING PERMIT
Description: 383. SF SOUND WALL - DECORATIVE BLOCK
Permit Description
Work Class:

RETAINING OR BLOCK WALL
Proposed Use:

Permit Number:

B06-0688
Status:

FINAL
Valuation:
$2,968.25
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
6558122-8 Page 76

ADJOINING PROPERTY FINDINGS
635 S MELROSE DR
Date: 4/8/2019
Permit Type:

Description: TENANT IMPROVEMENT - CVS
Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B18-2428
Status:

FINALED
Valuation:
$49,000.00
Contractor Company:

Contractor Name:

HARCO GROUP INC
Date: 8/11 /2014
Permit Type:

Description: GAS LINE REPAIR
Permit Description: PLUMBING PERMIT
Work Class:

UTILITY LINES
Proposed Use:

Permit Number:

B14-1181
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

Date: 5/20/2009
Permit Type: BLDG COMBINATION 1/1/09
Description: TENANT IMPROVEMENT(CHECKOUT STANDS, PHOTO LAB,) Permit Description
Work Class:

TENANT IMPROVEMENT
Proposed Use:

Permit Number:

B09-0295
Status:

FINAL
Valuation:
$33,600.00
Contractor Company:

Contractor Name:

REEVE -KNIGHT CONSTRUCTION INC
6558122-8 Page 77

ADJOINING PROPERTY FINDINGS
Date: 4/6/2009
Permit Type: SIGN PERMIT
Description: 7 ILLUM CHANNEL LETTER WALL SIGNS, 2 NON-ILLUM INDIVIDUAL LETTER WALL SIGNS, 3 NON-ILLUM WALL PLAQUES, & FACE CHANGE ONLY ON 6 D/F DIRECTIONAL POST SIGNS & 3 D/F MONUMENT SIGNS.

Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B09-0094
Status:

FINAL
Valuation:
$9,516.50
Contractor Company:

Contractor Name:

P S SERVICES INC.

Date: 7/19/2007
Permit Type: BUILDING PERMIT
Description: STORAGE RACKS
Permit Description
Work Class:

STORAGE RACKS
Proposed Use:

Permit Number:

B07-0693
Status:

FINAL
Valuation:
$120,000.00
Contractor Company:

Contractor Name:

THE HATCH GROUP INC
6558122-8 Page 78

ADJOINING PROPERTY FINDINGS
Date: 6/7/2007
Permit Type: SIGN PERMIT
Description: 5 ILLUM CHANNEL LETTER WALL SIGNS "LONGS DRUGS" "(2)"DRIVE-THRU PHARMACY" (2) "EXIT ONLY(1)
Permit Description
Work Class:

COMMERCIAL SIGN
Proposed Use:

Permit Number:

B07-0781
Status:

FINAL
Valuation:
$7,256.25
Contractor Company:

Contractor Name:

Date: 5/21 /2007
Permit Type: BUILDING PERMIT
Description: 2 TRASH ENCLOSURES (STUCCO FINISH)
Permit Description
Work Class:

OTHER
Proposed Use:

Permit Number:

B07-0667
Status:

FINAL
Valuation:
$3,100.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 12/11 /2006
Permit Type: BLDG COMBINATION
Description: 15,790 SF LONGS DRUG STORE-BLDG B
Permit Description
Work Class:

NEW COMMERCIAL
Proposed Use:

Permit Number:

B06-0509
Status:

FINAL
Valuation:
$792,658.00
Contractor Company:

Contractor Name:

THE HATCH GROUP INC
6558122-8 Page 79

ADJOINING PROPERTY FINDINGS
Date: 11 /29/2006
Permit Type: PLUMBING PERMIT
Description: WATER SERVICE
Permit Description
Work Class:

UTILITY LINES WTR/GAS/SWR
Proposed Use:

Permit Number:

B06-1556
Status:

VOID
Valuation:
$0.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 11 /8/2006
Permit Type: BLDG COMBINATION
Description: PARKING LOT LIGHTING -BUILDING C
Permit Description
Work Class:

ADD/ALTER COMMERCIAL
Proposed Use:

Permit Number:

B06-0505
Status:

FINAL
Valuation:
$136,000.00
Contractor Company:

Contractor Name:

VRATSINAS CONSTRUCTION COMPANY
Date: 9/13/2006
Permit Type: ELECTRIC PERMIT
Description: T-POLE AND 4 STRINGER POLES
Permit Description
Work Class:

TEMP POWER POLE
Proposed Use:

Permit Number:

B06-1166
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

POWER PLUS
6558122-8 Page 80

ADJOINING PROPERTY FINDINGS
Date: 3/4/2002
Permit Type: ELECTRICAL PERMIT
Description: ELECTRIC GENERATOR FOR CARNIVAL PC7-548
Permit Description:

Work Class:

Proposed Use:

Permit Number: B02-0333
Status: FINAL
Valuation: $0.00
Contractor Company:

Contractor Name:

Date: 7/30/2001
Permit Type: ELECTRICAL PERMIT
Description: ELECTRICAL GENERATOR FOR CARNIVAL
Permit Description:

Work Class:

Proposed Use:

Permit Number: B01-1081
Status: FINAL
Valuation: $0.00
Contractor Company:

Contractor Name:

Date: 3/9/2001
Permit Type: ELECTRICAL PERMIT
Description: ELECTRIC GENERATOR FOR CIRCUS VARGAS
Permit Description:

Work Class:

Proposed Use:

Permit Number: B01-0329
Status: FINAL
Valuation: $0.00
Contractor Company:

Contractor Name:
6558122-8 Page 81

ADJOINING PROPERTY FINDINGS
Date: 3/9/2000
Permit Type: ELECTRICAL PERMIT
Description: 2 GENERATORS FOR BOYS AND GIRLS CLUB CIRCUS VARGAS Permit Description:

Work Class:

Proposed Use:

Permit Number: B00-0470
Status: FINAL
Valuation: $0.00
Contractor Company:

Contractor Name:

Date: 4/12/1995
Permit Type: ELECTRICAL PERMIT
Description: ELECTRIC FOR CARNIVAL
Permit Description:

Work Class:

Proposed Use:

Permit Number: B95-0448
Status: FINAL
Valuation: $0.00
Contractor Company:

Contractor Name:
640 S MELROSE DR
Date: 2/11 /2021
Permit Type:

Description: PARTIAL GARAGE CONVERSION TO ACCESSORY DWELLING UNIT Permit Description:

Building Residential Case
Work Class:

Proposed Use:

Permit Number:

B20-1465
Status:

ISSUED
Valuation:
$25,550.00
Contractor Company:

Contractor Name:
6558122-8 Page 82

ADJOINING PROPERTY FINDINGS
Date: 3/31 /2016
Permit Type:

Description: ROOF MOUNT SOLAR P/V SYSTEM
Permit Description:

Building Misc - Photovoltaic System (PV)
Work Class:

Proposed Use:

Permit Number:

B16-0610
Status:

FINALED
Valuation:
$0.00
Contractor Company:

Contractor Name:

CALIFORNIA SOLAR SYSTEMS INC
Date: 9/22/2005
Permit Type: FENCE PERMIT
Description: NO FEE FENCE PERMIT # 1238. 05/26/2004. 3' x 85' BLOCK WALL Permit Description
Work Class:

RESIDENTIAL FENCE
Proposed Use:

Permit Number:

D05-1235
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

Date: 3/20/2000
Permit Type: PLUMBING PERMIT
Description: ELECTRIC WATER HEATER REPLACEMENT 50 GALLON Permit Description:

Work Class:

Proposed Use:

Permit Number:

B00-0507
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

A&J FOSTER
6558122-8 Page 83

ADJOINING PROPERTY FINDINGS
Date: 11 /24/1998
Permit Type: PLUMBING PERMIT
Description: WATER HEATER REPLACEMENT
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B98-1496
Status:

FINAL
Valuation:
$0.00
Contractor Company:

Contractor Name:

A&J FOSTER

S MELROSE DR - BREEZE HILL PARK
645 S MELROSE DR - BREEZE HILL PARK
Date: 8/17/2015
Permit Type:

Description: 1,600 SF SHADE STRUCTURE OVER EXISTING TOT LOT Permit Description:

Building Commercial Case
Work Class:

Proposed Use:

Permit Number:

B15-1548
Status:

ISSUED
Valuation:
$0.00
Contractor Company:

Contractor Name:

ZASUETA CONTRACTING INC
6558122-8 Page 84

ADJOINING PROPERTY FINDINGS

S MELROSE DRIVE
511 S MELROSE DRIVE
Date: 2/23/1995
Permit Type: ELECTRICAL PERMIT
Description: TEMPORARY POWER POLE FOR SNACK BAR
Permit Description:

Work Class:

Proposed Use:

Permit Number:

B95-0190
Status:

VOID
Valuation:
$0.00
Contractor Company:

Contractor Name:

S & L ELECTRIC
Date: 10/13/1994
Permit Type: ELECTRICAL PERMIT
Description: ELECTRICAL PERMIT FOR ANNUAL CARNIVAL
Permit Description:

Work Class:

Proposed Use:

Permit Number: B94-0993
Status: FINAL
Valuation: $0.00
Contractor Company:

Contractor Name:
6558122-8 Page 85

ADJOINING PROPERTY FINDINGS
Date: 4/28/1994
Permit Type: ELECTRICAL PERMIT
Description: ELECTRIC FOR CARNIVAL
Permit Description:

Work Class:

Proposed Use:

Permit Number: B94-0392
Status: FINAL
Valuation: $0.00
Contractor Company:

Contractor Name:

Date: 4/26/1993
Permit Type: ELECTRICAL PERMIT
Description: ELECTRIC FOR CARNIVAL
Permit Description:

Work Class:

Proposed Use:

Permit Number: B93-0452
Status: FINAL
Valuation: $0.00
Contractor Company:

Contractor Name:
6558122-8 Page 86

GLOSSARY
General Building Department concepts
■ ICC: The International Code Council. The governing body for the building/development codes used by all jurisdictions who've adopted the ICC guidelines. MOST of the US has done this. Canada, Mexico, and other countries use ICC codes books and guides as well. There are a few states who have added guidelines to the ICC codes to better fit their needs. For example, California has added seismic retrofit requirements for most commercial structures.
■ Building Department (Permitting Authority, Building Codes, Inspections Department, Building and Inspections): This is the department in a jurisdiction where an owner or contractor goes to obtain permits and inspections for building, tearing down, remodeling, adding to, re -roofing, moving or otherwise making changes to any structure, Residential or Commercial.
■ Jurisdiction: This is the geographic area representing the properties over which a Permitting Authority has responsibility.
■ GC: General Contractor. Usually the primary contractor hired for any Residential or Commercial construction work.
• Sub: Subordinate contracting companies or subcontractors. Usually a "trades" contractor working for the GC.

These contractors generally have an area of expertise in which they are licensed like Plumbing, Electrical, Heating and Air systems, Gas Systems, Pools etc. (called "trades"). ■ Journeymen: Sub contractors who have their own personal licenses in one or more trades and work for different contracting companies, wherever they are needed or there is work. ■ HVAC (Mechanical, Heating & Air companies): HVAC = Heating, Ventilation, and Air Conditioning. ■ ELEC (Electrical, TempPole, TPole, TPower, Temporary Power, Panel, AMP Change, Power Release):

Electrical permits can be pulled for many reasons. The most common reason is to increase the AMPs of power in an electrical power panel. This requires a permit in almost every jurisdiction. Other commons reason for Electrical permits is to insert a temporary power pole at a new construction site. Construction requires electricity, and in a new development, power has yet to be run to the lot. The temporary power pole is usually the very first permit pulled for new development. The power is released to the home owner when construction is complete and this sometimes takes the form of a Power Release permit or inspection. ■ "Pull" a permit: To obtain and pay for a building permit. ■ CBO: Chief Building Official
• Planning Department: The department in the development process where the building /structural plans are reviewed for their completeness and compliance with building codes ■ Zoning Department: The department in the development process where the site plans are reviewed for their compliance with the regulations associated with the zoning district in which they are situated. • Zoning District: A pre -determined geographic boundary within a jurisdiction where certain types of structures are permitted / prohibited. Examples are Residential structure, Commercial/Retail structures, Industrial/Manufacturing structures etc. Each zoning district has regulations associated with it like the sizes of the lots, the density of the structures on the lots, the number of parking spaces required for certain types of structures on the lots etc.
■ PIN (TMS, GIS ID, Parcel#): Property Identification Number and Tax Map System number. ■ State Card (Business license): A license card issued to a contractor to conduct business. • Building Inspector (Inspector): The inspector is a building department employee that inspects building construction for compliance to codes.
• C.O.: Certificate of Occupancy. This is the end of the construction process and designates that the owners now have permission to occupy a structure after its building is complete. Sometimes also referred to as a Certificate of Compliance.

GLOSSARY
Permit Content Definitions
• Permit Number: The alphanumerical designation assigned to a permit for tracking within the building department system. Sometimes the permit number gives clues to its role, e.g. a "PL" prefix may designate a plumbing permit.
■ Description: A field on the permit form that allows the building department to give a brief description of the work being done. More often than not, this is the most important field for EP's to find clues to the prior use(s) of the property.
■ Permit Type: Generally a brief designation of the type of job being done. For example BLDG-RES, BLDG- COM, ELEC, MECH etc.

Sample Building Permit Data
Date: Nov 09, 2000
Permit Type: Bldg -
New Permit Number: 101000000405
Status: Valuation: $1,000,000.00
Contractor Company: OWNER -BUILDER
Contractor Name:

Description: New one store retail (SAV-ON) with drive-thru pharmacy. Certificate of Occupancy.

EXECUTIVE SUMMARY

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

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

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

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

Data by
infoUSA
CopyrightC,2408
All Rights Reserved

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

Year
Target Street
Cross Street
Source
2017
0 Q
EDR Digital Archive
2014
0 Q
EDR Digital Archive
2010
0 Q
EDR Digital Archive
2005
0 Q
EDR Digital Archive
2000
0 Q
EDR Digital Archive
1995
0 Q
EDR Digital Archive
1992
0 Q
EDR Digital Archive
1986
0 Q
Haines Criss -Cross Directory
1982
0 Q
Haines Criss -Cross Directory
1979
0 Q
Haines Criss -Cross Directory
1975
0 Q
Haines Criss -Cross Directory
1971
0 Q
Haines Criss -Cross Directory
6558122-5 Pagel

FINDINGS

TARGET PROPERTY STREET
S Melrose Drive/Matagual Drive
Vista, CA 92081
Year CD Image Source

S MELROSE DR
2017
pg A4
EDR Digital Archive
2014
pg A7
EDR Digital Archive
2010
pg Al
EDR Digital Archive
2005
pg A14
EDR Digital Archive
2000
pg Al
EDR Digital Archive
1995
pg A22
EDR Digital Archive
1992
pg A24
EDR Digital Archive
1986
pg A26
Haines Criss -Cross Directory
1982
pg A29
Haines Criss -Cross Directory
1982
pg A30
Haines Criss -Cross Directory
1979
pg A32
Haines Criss -Cross Directory
1975
pg A34
Haines Criss -Cross Directory
1971
pg A36
Haines Criss -Cross Directory
6558122-5 Page 2

APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drive
Vista, CA 92081
Inquiry Number: 6558122.5
July 01, 2021
6 Armstrong Road
Shelton, CT 06484
800.352.0050
CEDW Environmental Data Resources Inc www.edrnet.com

CROSS STREETS
Year CD Imaae

MATAGUAL DR
Source

FINDINGS
2017
pg. A2
EDR Digital Archive
2014
pg. A5
EDR Digital Archive
2010
pg. A8
EDR Digital Archive
2005
pg. Al
EDR Digital Archive
2000
pg. Al
EDR Digital Archive
1995
pg. A20
EDR Digital Archive
1992
pg. A23
EDR Digital Archive
1986
pg. A25
Haines Criss -Cross Directory
1982
pg. A27
Haines Criss -Cross Directory
1982
pg. A28
Haines Criss -Cross Directory
1979
pg. A31
Haines Criss -Cross Directory
1975
pg. A33
Haines Criss -Cross Directory
1971
pg. A35
Haines Criss -Cross Directory
6558122-5 Page 3

City Directory Images

Target Street Cross Street Source
V' EDR Digital Archive
MATAGUAL DR 2017
544

BOWMAN, JOSH
545

SCHRANDT, EDWARD T
555

BARNES, WESTON E
558

WEST, PEDRO A
575

MUJICA, JOSE D
602

MAGGOS, JOHN A
607

MCCREDIE, SCOTT A
612

CASSIDY, PAUL J
620

HENRY, ROBERT J
621

JENSEN, KRISTIN R
638

NIEDERKORN, JEFFREY M
639

UNDHEIM, ROBERT N
648

BRIJALBA, AMANDA
653

CLARKE, JOSEPH P
658

ALGER, KEITH W
660

CALLAHAN, JOHN F
662

SCHLEICHER, RICHARD P
663

HARDING, COREY W
664

BROOKSHIRE, CASEY N
665

SMITH, TIMOTHY G
667

WILSON, TYLER
668

GALLUCCI, ANIELLO J
670

MASONER, BLAKE B
671

SLIVNIK, AUGUST L
672

DUFFY, PATRICK J
676

GRANAAS, RANDALL S
680

BROOKS, BOB D
681

SQUIRES, DONALD C
683

PARUOLO, SALVATORE L
696

SLIVNIK, MONICA E
704

TERRY, COREY
719

SIMMONDS, JAMES W
720

DINSMORE, DAVID E
730

CATALAN, ROXANNA
731

PROFETA, JOSEPH G
732

LAVASANI, MEHDI M
734

MUELLER, KIRK R
746

MAGNERS, SUE M
749

REITMEIER, ROBERT A
753

KING, DEBBIE J
767

LENTO, LUCIA A
777

STJULIEN, DELL L
808

PRICE, MICHAEL E
812

CUNNINGHAM, KEITH G
816

ARMSTRONG, DAVID
822

EISENBRAUN, MATT

R D CONSTRUCTION INC
824

FAVRON, GARY G
827

SCHULTE, BONNIE J
828

SCOTT, DAN I EL N
6558122.5 Page: A2

Target Street Cross Street
Source
EDR Digital Archive
MATAGUAL DR 2017
(Cont'd)
830 MEADE, CHRISTOPHER W
836 CHINO, KAZUO
842 BLANCO, CESAR G
6558122.5 Page: A3

Target Street Cross Street Source
- EDR Digital Archive
S MELROSE DR 2017
400 A & A BAIL BONDS

CHRISTOPH LAW OFFICES

ORIENTAL MEDICAL ARTS

VISTA BAIL BONDS

WILLIAM R CHRISTOPH
410 A & A BAIL BONDS

PAUL V L CAMPO ATTORNEY AT LAW

PIZITZ TODD PHD CLINICAL & FOREN

PROFESSIONAL SOLUTIONSSCOTT MORRIS

RIGHT AT HOME CARLSBAD
425 OGGIS PIZZA & BREWING CO
435 CHARLES RODGERS DDS

DO DARREN DDS

THE ORIGINAL PANCAKE HOUSE

VISTA DENTAL GROUP
440 ITT EDUCATIONAL SERVICES

WINET PATRICK & WEAVER
450 PRIMARY CARE ASSOCIATES MEDICAL GROU

QUALITY DISCOUNT ICE CREAM DISTRIBUT

SPROTTE WATSON ARCHITECTURE & PLANNI
485 AT&T

MELROSE SPA

PROFESSIONAIL

THAI ONE ON
490 UNITED METHODIST CHURCH
495 EL POLLO LOCO
560 LIVING FAITH CHRISTIAN CENTER INC
610 GERALD MOORE DDS

MOORE GERALD DDS
620 ALEXANDER A SABET DDS

CORBETT BRADLEY R LAW OFFICES

DANIEL P GUIDERA DDS

FARMERS AGENCY NORTH

GUIDERA, DANIEL P

NEWPORT COAST BAIL BONDS

WIZARD BAIL BONDS

WIZARD BAIL BONDS INC
625 COMERICA BANK
630 DENTAL CARE & LASER IMPLANT CENTER

MAK, MICHAEL C

MICHAEL MAKSIM DDS
631 LIBERTY TAX SERVICE

SUBMARINA CALIFORNIA SUBS
635 REDBOX
640 BROWN, JACK C
713 CHURCH OF CHRIST
714 LANGEN, JOEL V
734 OLSEN, MICHAEL R
6558122.5 Page: A4

Target Street Cross Street Source
V' EDR Digital Archive
MATAGUAL DR 2014
544

TURALBA, RODOLFO A
545

SHELBY, PAUL M
555

BARNES, WESTON E
558

WEST, PEDRO A
575

MUJICA, JOSE D
602

LAURITZEN, MARTHA M
607

MCCREDIE, SCOTT A
612

CASSIDY, PAUL J
620

HENRY, ROBERT J
621

KREWSON, DUANE L
627

DEPIES, NICHOLAS P
638

NIEDERKORN, JEFFREY M
639

UNDHEIM, ROBERT N
645

OCCUPANT UNKNOWN,
647

LUTU, SIALIITU
648

KARLMAN, ANDERS
652

KENT, THOMAS
653

CLARKE, JOSEPH P
656

OCCUPANT UNKNOWN,
658

PRAGER, ROBERT B
660

CALLAHAN, JOHN F
662

OCCUPANT UNKNOWN,
663

HARDING, COREY W
664

BROOKSHIRE, CASEY N
665

SMITH, MAYUMI
667

WILSON, TYLER
668

GALLUCCI, ANIELLO J
670

MASONER, MARTIN R
671

SLIVNIK, AUGUST L
672

EIDEN, JONCANNON R
676

GRANAAS, RANDALL S
680

BROOKS, BOB D
681

AYUB, OSCAR A
683

PARUOLO, SALVATORE L
696

SLIVNIK, MONICA E
704

DURAN, EDWARD J
719

CURLEY, LOUISE G
720

DINSMORE, DAVID E
723

OCCUPANT UNKNOWN,
730

THOMPSON, ABRAHAM A
731

CYR, GERALD N
732

LAVASANI, MEHDI M
733

OCCUPANT UNKNOWN,
734

MUELLER POOL & SPA

MUELLER, KIRK R
736

CALLAWAY, DELMER D
746

MAGNERS, KURT D
748

METCALFE, EARL R
749

REITMEIER, ROBERT A
753

KING, DEBBIE J
6558122.5 Page: A5

Target Street Cross Street Source
V, EDR Digital Archive
MATAGUAL DR 2014 (Cont'd)
767

RATHINEM, ANAND
771

RATELLE, SYLVIO J
777

STJULIEN, DELL L
808

PRICE, MICHAEL E
812

CUNNINGHAM, KEITH
816

ALLEN, MARITA V
822

R D CONSTRUCTION
SCHULZE, RICHARD l'
824

FAVRON, GARY G
827

DJIRBANDEE, MOHAN
828

SCOTT, DAN I EL N
830

MANOUKIAN, SAMUEI
836

CHINO, KAZUO
842

BLANCO, CESAR G
6558122.5 Page: A6

Target Street Cross Street Source
- EDR Digital Archive
S MELROSE DR 2014
400 ATTORNEY WINIFRED WHITAKER

CHRISTOPH LAW OFFICES

CHRISTOPH NICHOLAS W

ELLIOTT & ELLIOTT LAW OFFICES OF

ELLIOTT KEN ATTY

INVESTIGATIONS PLUS

SULLIVAN MEGGIN OMD L AC

VISTA BAIL BONDS

WHITAKER WINIFRED ATTORNEY AT LAW

WILLIAM R CHRISTOPH
410 MURPHY SHARON

PIZITZ TODD PHD CLINICAL & FORENSI

PROFESSIONAL SOLUTIONSSCOTT MORRIS
435 CHARLES RODGERS DDS

DO DARREN T DDS

RODGERS CHAS DDS

THE ORIGINAL PANCAKE HOUSE

VISTA DENTAL GROUP
440 ITT EDUCATIONAL SERVICES

LENHOFF TAX & FINANCIAL SERVICES

WINET PATRICK & WEAVER ATTYS
450 PRIMARY CARE ASSOCIATES MEDICAL GROU

QUALITY DISCOUNT ICE CREAM DISTRIBUT

SPROTTE WATSON ARCHITECTURE & PLANNI
485 AT & T BUSINESS PHONE SERVICE

PHO EVER

PROFESSIONAIL

THAI ONE ON
490 UNITED METHODIST CHURCH
495 EL POLLO LOCO
610 MOORE GERALD DDS
620 FARMERS AGENCY NORTH

GUIDERA, DANIEL P

LOZUK ROBERT P DDS

SABET ALEXANDER A DDS

WIZARD BAIL BONDS

WIZARD BAIL BONDS INC
625 COMERICA BANK
630 DENTAL CARE & LASER IMPLANT CENTER

MAKSIM MICHAEL DDS
631 HUTCHINS PRINTING

KINGS NORTH COUNTRY STATIONERS

LIBERTY TAX SERVICE

LIBERTY TAX SEVICE

POISE HAIR SALON

VIA SICILIA
640 FLURETT, JOSHUA D
713 CHURCH OF CHRIST
714 LANGEN, JOEL V
734 OLSEN, MICHAEL R
6558122.5 Page: A7

Target Street Cross Street Source
V' EDR Digital Archive
MATAGUAL DR 2010
544

BOWMAN, JOSHUA D
545

SHELBY, PAUL M
555

BARNES, WESTON
558

WEST, PEDRO A
575

HARR, JEFFREY D
602

RODRIGUEZ, MANUEL J
607

LUDWICK, CLIFFORD W
612

CASSIDY, PAUL J
620

HENRY, ORMOND H
621

KREWSON, DUANE L
627

DEPIES, NICHOLAS P
638

NIEDERKORN, JEFFREY M
639

UNDHEIM, ROBERT N
645

EKMAN, DAVID W
647

LUTU, SIALIITU
652

PICHETTE, JEFF F
653

CLARKE, JOSEPH P
656

OCCUPANT UNKNOWN,
658

PRAGER, MICHELLE
660

CALLAHAN, JOHN F
662

SWEENEY, GERALD R
663

OCCUPANT UNKNOWN,
664

GINGRAS, RON L
665

MARSH, JOHN C
667

WILSON, KEITH A
668

GALLUCCI, ANIELLO J
670

MASONER, MARTIN R
671

SLIVNIK, AUGUST L
672

EIDEN, RICHARD J
676

GRANAAS, RANDALL S
680

BROOKS, BOB D
681

SQUIRES, DONALD C
683

PARUOLO, SALVATORE L
688

MULVEY, KEVIN
696

SLIVNIK, MONICA E
719

CURLEY, LOUISE G
720

WATANABE, TOSHIYO
723

PEARSON, THOMAS P
730

NELSON, SAMUEL D
731

CYR, AGNES M
732

LAVASANI, MEHDI M
733

OCCUPANT UNKNOWN,
734

MUELLER, K
736

CALLAWAY, JUDITH A
746

MAGNERS, KURT D
748

DO, ANHTAUN N
749

REITMEIER, BURT K
753

KING, MARK J
767

LAYOUN, ARI
771

RATELLE, SYLVIO J
6558122.5 Page: A8

Target Street Cross Street Source
V, EDR Digital Archive
MATAGUAL DR 2010 (Cont'd)
777

OCCUPANT UNKNOW
808

ANDREASEN, MILDRE
812

STAUDT, JEANETTE N
822
SCHULZE, RICHARD I`
824

FAVRON, GARY G
827

DJIRBANDEE, MOHAIR
828

SCOTT, DAN I EL N
830

MANOUKIAN, SAMUEI
836

CHINO, KAZUO
842

BLANCO, CESAR G
6558122.5 Page: A9

Target Street Cross Street Source
- EDR Digital Archive
S MELROSE DR 2010
400 A & A BAIL BONDS

A BETTER CHOICE

CHRISTOPH NICHOLAS W

CHRISTOPH WILLIAM R

DAVID PFLAUM LAW OFFICES

ELLIOTT & ELLIOTT LAW OFFICES

GIRLS INC

HERRELL, CHARLES A

JAMES N DICKS LAW OFFICES

KHASHAYAR LAW GROUP

MUELLER WILLIAM K

ORIENTAL MEDICAL ARTS

THOMPSON, JR

VISTA BAIL BONDS

WINIFRED WHITAKER LAW OFFICES
410

CORNERSTONE TAX ACCOUNTING

ESCONDIDO SERVICE OF PROCESS

MELROSE LAW CTR

MILLER JEFFREY S MD

MURPHY SHARON M

NORTH COUNTY RADIOLOGY

OCEANSIDE SERVICE OF PROCESS

PIZITZ TODD PHD

PROFESSIONAL SOLUTIONS

SAN DIEGO CNTY CHILD ADVOCACY

SAN DIEGO COUNTY ALTERNATE

SAXON RICHARD R MD

TERRY S ALLEN LAW OFC
425

OGGIS PIZZA & BREWING CO
435

ORIGINAL PANCAKE HOUSE

VISTA DENTAL GROUP
440

ALL AMERICAN REVERSE ESCROW

APC FERRANTE LAW OFFICE

C & W PROPERTIES INC

CALIFORNIA CREDIT SVC

FIDELITY NATIONAL TITLE

LNL FINANCIAL GROUP

WINET PATRICK & WEAVER

WINET, PATRICK
450

AMEDISYS HOME HEALTH

DCS MORTGAGE

SPROTTE WATSON ARCHITECTURE
485

PAPA JOHNS PIZZA

PHO EVER

PROFESSIONAIL

THAI ONE ON
490

UNITED METHODIST CHURCH VISTA
495

EL POLLO LOCO
560

ANSWERSA BOOK STORE

CENTER FOR SPIRITUAL DISCOVERY
6558122.5 Page: A10

Target Street
Cross Street
Source
EDR Digital Archive
S MELROSE DR 2010 (Cont'd)
610

BREEZE HILL FAMILY
620

FARMERS AGENCY N

GUIDERA DANIEL P D

GUIDERA, DANIEL P

LOZUK ROBERT P DID

MELROSE SPA

SABET ALEXANDER E
630

ADVANCED DENTAL C

MAK, MICHAEL C
631

DESIGNS BY TRISH

ELEGANT NAILS & SP

LIBERTY TAX SVC

NORTHSTAR BAILBOP

POISE HAIR SALON

SUBMARINA CALIFOR

VIA SICILIA
635

MARTINIZING DRY CL
640

ECHEVARRIA, DAVE
713

CHURCH OF CHRIST
714

SCHUPPERT, TIM L
734

OLSEN, MICHAEL
6558122.5 Page: A11

Target Street Cross Street Source
V' EDR Digital Archive
MATAGUAL DR 2005
536

OCCUPANT UNKNOWN,

SAMOAN CONGREGATIONAL CHURCH
545

PRICE, PHILLIP
555

DEMERY, MARLK D
558

WEST, PEDRO
575

HARR, JEFFREY D
602

REVARD, REX C
607

LUDWICK, CLIFFORD W
612

CASS I DY, PAU L J
620

HENRY, ORMOND H
621

LAUREN PUBLICATIONS

REDFORD,JOHN R
627

DEPIES, NICHOLAS P
636

THE NEW PRODUCT GROUP
638

NEW PRODUCT GROUP

SCULLIN, LAWRENCE E
639

ONNAICO

UNDHEIM, ROBERT N
645

MCNALLY, JOSEPH A
647

OCCUPANT UNKNOWN,
648

EVANS, PATRICK E
652

OCCUPANT UNKNOWN,
653

CLARKE, JOSEPH P
656

LEWKOVICH, GARY N
658

OCCUPANT UNKNOWN,
660

MULVEY, KEVIN W
662

ORDWAY, GRIFFIN G
663

KENNEDY, PAUL R
664

NOVARCPRODUCTS

SCRIPCA, IOLANDA A
665

MARSH, JOHN C
666

JOHNSON, ROBERT
667

WILSON, KEITH A
668

FIRST HORIZON HOME LOANS

GALLUCCI, ANIELLO J
670

MASONER, MARTIN R
671

SLIVNIK, AUGUST L
672

EIDEN, RICHARD J
676

SEVERSON, GORDON C
680

BROOKS, BOB D
681

AYUB, OSCAR
683

PARUOLO, SALVATORE L
688

MULVEY, KEVIN
704

SLIVNIK, MONICA
719

SIMMONDS, JAMES W
720

WATANABE, GEORGE
723

PEARSON, THOMAS P
730

NELSON, SAMUEL D
731

CYR, AGNES M
732

LAVASANI, MEHDI M
6558122.5 Page: Al2

Target Street Cross Street Source
V, EDR Digital Archive
MATAGUAL DR 2005 (Cont'd)
733

OCCUPANT UNKNOW
734

MUELLER, KIRK R
736

CALLAWAY, JUDITH A
746

MAGNERS, KURT D
749

REITMEIER, BURT K
753

KING, MARK J
767

LAYOUN, SERENA M
771

RATELLE, SYLVIO J
777

OCCUPANT UNKNOW
805

OCCUPANT UNKNOW
808

ANDREASEN, MILDRE
812

CUNNINGHAM, JEANE
822
SCHULZE, RICHARD l'
824

FAVRON, GARY G
827

DJIRBANDEE, MOHAN
828

SCOTT, DAN I EL N
830

DIAKUN, ROBERTA A
836

CHINO, KAZUO
842

CACERES, TERESA
6558122.5 Page: A13

Target Street Cross Street Source
- EDR Digital Archive
S MELROSE DR 2005
400 A & A BAIL BONDS / VISTA BAIL BONDS
A1AA

ARGOS SCIENTIFIC

ELL, KEN

LAW OFFICE / ELLIOTT & ELLIOTT

LAW OFFICE WINIFRED WHITAKER

LAW OFFICES OF JAMES N DICKS

MONTES ROBIN D LAW OFFICE OF

MUELLER WILLIAM K

MUELLER, WILLIAM K

NORTH COAST REALTY GROUP

PFLAUM DAVID

PFLAUM DAVID M ATTORNEY

PFLAUM, DAVID M

THRONE, DAPHNE

URQUTA, MICHELLE S
410 CERTIFIED CLAIMS SERVICES INC

CHANDLER, DEAN G

CHARLES, CARIM A

CURTIS, PAUL H

DICKS, JAMES N

HALCYON PROPERTIES

KIP, SAMUEL

LAW OFFICE OF TERRY S ALLEN

LENDER E SOURCE INC

MEDICIST BILLING CONSULTANTS

MILLER EXECUTOR CONSULTING INC

NORTH COUNTY RADIOLOGY

NORTH COUNTY RADIOLOGY MEDICAL GROUP

SANFORD ROSE ASSOCIATES CARLSBAD

SHAW, DONALD J
425 OGGIS PIZZA & BREWING CO VISTA
435 VISTA DENTAL GROUP
440 CHRISTOPHER A FERRANTE APC

FIDELITY NATIONAL TITLE

FIRST HORIZON HOME LOANS

FIRST HORIZON INTERNET MARKETING

GEROGE TUMA

INFINITY INSURANCE CO

LOANSTAR FINANCIAL SERVICE

MAPPING LOVE LLC

TENDER LOVING CARE STAFF BUILDERS

VIRTUAL SOLUTIONS INC

WINET PATRICK & WEAVER
450 LOZANO, SMITH A

SMITH LOZANO

SPROTTE WATSON ARCHITECTURE
485 HOUSE OF THANON THAI CUISINE

KINGS GARDEN

QUIZNOS SUB
6558122.5 Page: A14

Target Street Cross Street Source
- EDR Digital Archive
S MELROSE DR 2005 (Cont'd)
490

UNITED METHODIST (
560
FIRST CHURCH OF Rf
610

BREEZEHILL FAMIL Y

MOORE ORTHODONT
620

GUIDERA DANIEL P D

GUIDERA, DANIEL P

SABET ALEXANDER A

SIEGEL, BORIS
624

COUNTRY DAY SCHO
630

LOZUK ROBERT P DID

MAKSIM MICHAEL DID
640

CALHOUN, WAYNE M
TOP
713

MELROSE CHURCH C

OCCUPANT UNKNOW
714

SCHUPPERT, TIM L
715

MELROSE CHURCH C
718

VACCARO, JORGE
734

OLSEN, ROBERT
6558122.5 Page: A15

Target Street Cross Street Source
V' EDR Digital Archive
MATAGUAL DR 2000
536
SCHINDLER, DIANE 1
544

OCCUPANT UNKNOWN,
545

OCCUPANT UNKNOWN,
555

HAYNE, JOHN S
558

AINSLIE, FRANCIS O

WEST, PEDRO
575

OCCUPANT UNKNOWN,
602

CURTIN, JEROME
607

LUDWICK, C W
612

CASSIDY, ELAINE
620

HENRY, ORMOND H
621

FIELDS, LARRY
622

JENS, BONNEY L

JOHNSON, LEWIS W
627

OCCUPANT UNKNOWN,
638

BARRETO, PENNY M
639

UNDHEIM, DOBRILA
645

MCNALLY, EDWARD
647

MEYER, VINCENT A
648

OCCUPANT UNKNOWN,
652

OCCUPANT UNKNOWN,
653

OCCUPANT UNKNOWN,
656

LEWKOVICH, GARY N
660

MULVEY, FRANK
662

ORDWAY, GRIFFIN
663

BAUER, M S
664

GINGRAS, RONALD
665

OCCUPANT UNKNOWN,
666

JOHNSON, ROBERT C
667

WILSON, KEITH A
668

OCCUPANT UNKNOWN,
671

SLIVNIK, AUGUST L
672

EIDEN, RICHARD
676

SEVERSON, GORDON
680

HENDERSON, ROBERT E
683

PARUOLO, LINDA L
704

SILVNIK, C
719

SIMMONDS, JAMES W
720

WATANABE, GEORGE
723

PEARSON, JOHN C
730

KOVALCIK, STEPHEN P
731

OCCUPANT UNKNOWN,
732

LAVASANI, MEHDI
733

OCCUPANT UNKNOWN,
734

MUELLER, KIRK
736

CALLAWAY, DON

HUTSELL, JUDI
746

DIEBEL, EDGAR T
748

KOOPMAN, E P
749

REITMEIER, BURT K
6558122.5 Page: A16

Target Street Cross Street Source
V, EDR Digital Archive
MATAGUAL DR 2000 (Cont'd)
750

OCCUPANT UNKNOW
753

KING, DEBBIE
767

LAYOUN, SERENA
771

RATELLE, SYLVIO J
805

BARNARD, EARL
812

STAUDT, J M
816

ALLEN, MARITA V
822
SCHULZE, RICHARD l'
824

WHITAKER, RAYMONI
828

SCOTT, DAN I EL
830

CONNELL, ROBERT P
836

CHINO, KAZUO
6558122.5 Page: A17

Target Street Cross Street Source
- EDR Digital Archive
S MELROSE DR 2000
375 MILLER, AMANDA
387 OCCUPANT UNKNOWN,
400 A & A BAIL BONDS
A 1 AA

A BETTER CHOICE

ATTORNEY JAMES W WESSEL

ATTORNEY PETER M LISS

ATTORNEY WINIFRED WHITAKER

ATTORNEYS WHITAKER & LOPEZ

BAIL BONDS BY VISTA BAIL BONDS

BURKLAND SUSAN LAW OFFICE OF

CALIFORNIA DIVORCE & MEDIATION CENTER

CHRISTOPH WILLIAM R CRIMINAL DEFENSE

CRIMINAL DEFENSE ATTORNEY PETER M LISS

DAVID PFLAUM

DEMPSEY CHERYL TOMAC

DEMPSEY, CHERYL

DEST CROIX MAUREEN M ATTORNEY

DICKS JAMES N LAW OFFICES OF

DICKS, J

DONALD M DEAN & ASSOCIATES

DROEGEMUELLER B DEAN ATTORNEY AT LAW

ELLIOTT & ELLIOTT LAW OFFICES OF

FINN, JESSICA S

IN & OUT BAIL BONDS

KNUDSEN SAMUEL S LAW OFFICES OF

LAKIER RICHARD S ATTORNEY AT LAW

LISS PETER M CRIMINAL DEFENSE ATTORNEY

MONTES ROBIN D LAW OFFICE OF

MUELLER WILLIAM K ATTORNEY

MURRAY MICHAEL M ATTORNEY

PFLAUM DAVID ATTORNEY

SAN DIEGO COUNTY OF ATTORNEYS CT APPTED OFFICE OF PUB

SAN DIEGO COUNTY OF PUBLIC DEFENDER

THOMAS RICHARD A ATTORNEY

THRONE DAPHNE M ATTORNEY AT LAW

TOMAC CHERYL ATTORNEY

VOGT ERNEST WILLIAM ATTORNEY

VOGT, E

WESSEL JAMES W ATTORNEY AT LAW

WHITAKER WINIFRED ATTORNEY

WHITAKER WINIFRED ATTORNEY AT LAW

ZIMMERMAN, THOMAS
410 ALLEN TERRY S

ANBAR ELIC ATTORNEY AT LAW

CHAPIN FLEMING & WINET ATTORNEYS

KIPPER SAMUEL MD

LEGAL SUPPORT CENTER THE

LEWIS, BARRY L

MITCHELL FRANKLIN J JUDGE SUPR COURT RTRD
6558122.5 Page: A18

Target Street Cross Street Source
- EDR Digital Archive
S MELROSE DR 2000 (Cont'd)
410 NORTH COUNTY CREDIT ASSOCIATION

NORTH COUNTY RADIOLOGY

NORTH COUNTY RADIOLOGY MEDICAL GROUP

RATEKIN PATTI ATTORNEY

SAN DIEGO COUNTY OF PUBLIC DEFENDER

SKAY JACQUELINE M ATTORNEY AT LAW

WINET PATRICK & WEAVER ATTORNEYS
411 DUARTE, FELIPE

TOVAR, JOSE S
417 OCCUPANT UNKNOWN,
423 OCCUPANT UNKNOWN,
460 OCCUPANT UNKNOWN,
485 OCCUPANT UNKNOWN,
515 OCCUPANT UNKNOWN,
560 1ST CHURCH OF RELIGIOUS SCI VIS ANSWERS A BOOK ST
1ST CHURCH OF RELIGIOUS SCI VIS INSPIRATION LINE

ANSWERS A BOOK STORE

CHURCH OF RELIGIOUS SCIENCE CHURCH

CHURCH OF RELIGIOUS SCIENCE DIAL A PRAYER

DIAL A PRAYER

FIRST CHURCH OF RELIGIOUS SCIENCE VISTA CHURCH

RELIGIOUS SCIENCE FIRST CHURCH OF VISTA
577 MENDOZA, MIGUEL A
581 MARISCAL, CESAR
610 BREEZE HILL FAMILY DENTAL CARE
620 GUIDERA DANIEL P DDS

SABET ALEXANDER DDS

SABET,A

VISTA DENTAL GROUP
622 HINNENKAMP, ROBIN
624 BARGY VIRGINIA M

COUNTRY DAY SCHOOL INCORPORATED

OCCUPANT UNKNOWN,
630 KING, CHERRI

MAKS MICHAEL DDS

MAKSIM, MICHAEL C
640 BAILEY, M L
641 MARCIAL, JORGE R
661 PACHECO, CARLOS J
713 CHURCH OF CHRIST
714 MEEKS, LESLIE W
734 OLSEN, ROBERT
6558122.5 Page: A19

Target Street Cross Street Source
V' EDR Digital Archive
MATAGUAL DR 1995
531

MCDANIEL, WALT
535

TICO, DOUGLAS JR
536

MANN, MICKEY
544

OCCUPANT UNKNOWNN
555

RENEE, NICOLE
558

AINSLIE, F O

WEST, PEDRO JR
575

OCCUPANT UNKNOWNN
602

BENCHLEY, EDWARD J
607

OCCUPANT UNKNOWNN
612

CASSIDY, ELAINE
620

HENRY, ORMOND H
621

FIELDS, LARRY
622

JENS, BONNEY L

JOHNSON, LEWIS W
627

OCCUPANT UNKNOWNN
638

MARBERG, EDWIN
639

UNDHEIM, NJAL
645

MCNALLY, EDWARD
647

PELTZER, VERNON A
648

EWP CONSTRUCTION INC

OCCUPANT UNKNOWNN
653

CINTRON, JUAN A
656

LEWKOVICH, GARY N
658

OCCUPANT UNKNOWNN
660

MULVEY, FRANK
662

ORDWAY, GRIFF
663

HAMLIN, JEFFREY
664

GINGRAS, RONALD
665

HULL, CHRIS
666

EDWARDS, JULIE

JOHNSON, ROBERT C
667

WILSON, KEITH A
668

GORDON, DAVID
671

OCCUPANT UNKNOWNN
672

EIDEN, RICHARD
676

OCCUPANT UNKNOWNN
680

HENDERSON, ROBERT E
681

OCCUPANT UNKNOWNN
683

OCCUPANT UNKNOWNN
704

SLIVNIK, C D
719

OCCUPANT UNKNOWNN
720

WATANABE, GEORGE
723

OCCUPANT UNKNOWNN
730

OCCUPANT UNKNOWNN
731

CYR, AGNES M
732

OCCUPANT UNKNOWNN
733

OCCUPANT UNKNOWNN
734

OCCUPANT UNKNOWNN
736

CALLAWAY, DON
6558122.5 Page: A20

Target Street
Cross Street Source
V, EDR Digital Archive
MATAGUAL DR 1995 (Cont'd)
736

HUTSELL, JUDI
746

DIEBEL, EDGAR T
748

OCCUPANT UNKNC
750

OCCUPANT UNKNC
753

KING, MARK
771
RATELLE, SYLVIO .
777

OCCUPANT UNKNC
805

BARNARD, JEANILI
808

OCCUPANT UNKNC
812

OCCUPANT UNKNC
816

ALLEN, MARITA V
822

SCHULZE, RICHAR
824

FAVRON, GARY

WHITAKER, RAY
827

MAYER, ESTELLA
828

SCOTT, DAN I EL
836

CHINO, KAZUO
842
COURSONS ANTEl'
6558122.5 Page: A21

Target Street Cross Street Source
- EDR Digital Archive
S MELROSE DR 1995
400 BEURY, DONALD

CHERYL L TOMAC

CHERYL TOMAC

CLEWS, JACOB

DAPHNE M THRONE

DROEGERMUELLER & WINTERBOTTOM

ELLIOTT & ELLIOTT LAW OFCS

ERNEST W VOGT

IN & OUT BAIL BONDS

JAMES N DICKS LAW OFFICES

LOPEZ & PAPENHAUSEN INVSTGTNS

MARGARET B REYNOLDS CPA

MAUREEN M DE ST CROIX

RICHARD DUQUETTE LAW OFFICES

SHARON F WOOD SECRETARIAL SVC

STEVEN S KONDO

TERRY S ALLEN LAW OFFICES

THOMAS W SMITH

VISTA BAIL BONDS

VISTA PUBLIC DEFENDER

VOGT,ERNEST

WILLIAM K MUELLER

WILLIAM R CHRISTOPH
410 CHAPIN FLENMING & WINET

JACQUELINE SKAY

JANET L PRATT

NORTH COUNTY CREDIT ASSN

NORTH COUNTY RADIOLOGY

NORTH COUNTY RADIOLOGY GROUP

WHITAKER, W
560 ANSWERS A BOOK STORE

DIAL A PRAYER

FIRST CHURCH RELIGIOUS SCIENCE
611 S & S GENERAL CONTRACTORS
624 COUNTRY DAY SCHOOL INC
640 DELA, ANTONIO M
713 CHURCH OF CHRIST

OCCUPANT UNKNOWNN
714 OCCUPANT UNKNOWNN
6558122.5 Page: A22

Target Street Cross Street Source
V' EDR Digital Archive
MATAGUAL DR 1992
544

ZAPP, MORRIS
555

RICHARDSON, CLYDE E
602

BENCHLEY, EDWARD J
612

CASSIDY, PAUL J
620

HENRY, ORMOND H
621

FIELDS, LARRY

WACHTEL, TINA L
622

JENS, BONNEY L

JOHNSON, LEWIS W
638

KORINER, PETER J
639

DOBBINS, EARL K
645

MCNALLY, EDWARD
648

E W P CONSTRUCTION
652

VISTA PLASTERING
658

PRAGER, TERESE F
660

MULVEY, FRANK

VELASTEGUI, MILTON E
665

HULL, CHRIS
666

EDWARDS, JULIE

JOHNSON, ROBERT C
667

WILLIAMS, JEROME
668

GORDON, DAVID
676

SEVERSON, GORDON
680

HENDERSON, ROBERT E
720

WATANABE, GEORGE
731

DEER, HERBERT A
733

STEPHENS, JOE
746

DIEBEL, EDGAR T
748

CONDON, WILLIAM L
753

KING, MARK
771

RATELLE, SYLVIO J
822

SCHULZE, RICHARD N
828

SCOTT, DAN I EL
836

CHINO, KAZUO
842

PIRRAGLIO, DAVID
7361

HUTSELL, JUDI
7363

CALLAWAY, DON
6558122.5 Page: A23

Target Street Cross Street Source
- EDR Digital Archive
S MELROSE DR 1992
400 A&A BAIL BONDS

BENNETT ROBT M ATTY

C M R CLLCTNS MDCL

CHRISTOPH WM R ATTY

COMSTOCK S INVSTGTN

DESTCROIX M M ATTY

DICKS JAMES N LAW

DUQUETTE R L ATTY

ENGEL THOMAS F

HUNT ERNEST JR ATTY

IN&OUT BAIL BONDS

KONDO STEVEN S ATTY

LOS ANGELES TIMES

REYNOLDS M B CPA

REYNOLDS, M B

SD CO ATTYS

SMITH THOMAS W ATTY

THRONE DAPHNE ATTY

TOMAC CHERYL ATTY

VOGT ERNEST W ATTY

WESTON HERBERT ATTY
560

ANSWERS A BOOK STIR
RELIGS SCN 1 ST CH
624

BARGY, V M

COUNTRY DAY SCHL
630

SCHWARBERG, GAYLORD
713

CHURCH OF CHRIST
714

MEEKS, LESLIE W
6558122.5 Page: A24

Target Street
Cross Street Source
v" Haines Criss -Cross Directory

MATAGUAL DR
1986
MATAGUAL DR 92083
VISTA
531
xxxx
00 533

WALKER WM
724-9413
7 535
xxxx
DO
535

SHELTON WILSON E
724-4013
544

ZAPP MORRIS
724-4057
7 545
xxxx
DO
553
XXXX
DO
555

RICHAROSON CLYDE E
724-4458
558

PORTER MEL
725-2828
7 575

BARRIOS LOUIS A
724-0589
602

BENCHLEY EOW J
724-4587
507

VANVALKENBURG WM
724-0874
3 612

CASSIDY ELAINE
724-1231
620
HENRY 0 H
724-6207
521
xxxx
00 622

JOHNSON LEWIS W
724-4153

VISTA PLASTERING
724-41 S3
A

JENS BONNEY L
758-4466
4 627

DEPIES ROST N
758-0652
$38

KORINER PETER J
724-8940
$39

UNOHEIM NJAL
724-5761
+8
545

MCNALLY EDW
724-2408
8 547
xxxx
OD
548
MCOONALO DOROTHY1
724-5595

MCOONALO FLOYD
724-5595
3 653

WALKER L A
726-6549
+6
560
KUNZE KENNETH 0
724-5789
3 $63

KENNEDY PAUL F
941-0727
5 $65

HULL CHRIS
758-8012

HULL RONDA
756-8012
5 555

EDWARDS JULIE K
941-3555
+0

JOHNSON ROBT C
941-4485
5 667

WILLIAMS COLLEEN
758-5523
5 WILLIAMS JEROME
758-5523
668

GORDON DAVID
941-1049
3 671

ZANDER CHAS
726-7140

ZANDER HELEN
725-7140
4 672
xxxx
DO
575

SEVERSON GORDON
726-6540
4 680

HENDERSON ROSTE
941-0752
4 581

KIESEL FREOERICH J
725-5489
683
xxxx
DO
704

GALFRE AOELA
758-5624
9 719
xxxx
00 720

WATANABE GEO
724-7693
730

TIESEN FRANK
724-7184

TIESEN MARK
941-6733
+0
731

DEER HERBERT A
724-4658
732

HOISINGTON L J
724-3913
5 733

STEPHENSJOE
726-0906
+5
736

HUTSELL JAS
941-3424
4 746

OIEBEL EOGAR T
726-5502
0 748

CONDON WILLIAM L
726-9184
9 749

REITMEIER BURT K
724-4075
753
xxxx
DO
764
xxxx
00 761
771

REITMEIER AL

RATELLE S J
724-4806
726-9504
8I
805
xxxx
00 812

SCHNETZ BILL
724-2784
1 822

CHOWNING VICTOR W
726-2706
8 824
CAMBRIDGE COUNSELOR 941-4081
4 GUINN DIANE
941-4081

GUINN EDWARD
941-4081
2 827

MAGANA JAIME
758-0347

MAGANA LOIS
758-0347
4 828

SCOTT OANL
941-0239
5 830

CONNELL ROBT P
726-4579
836

CHINO KAZUO MRS
724-0283
842

PIRRAGLIO DAVID
946-0830
5 *
4 BUS 66 RES
5 NEW
6558122.5 Page: A25

Target Street Cross Street Source
V - Haines Criss -Cross Directory
S MELROSE DR 1986
MELROSE DR S 92083
VISTA
210

GUIDOTTI MON
724-49M 1
302
xxxx
00 310
xxxx
00 312

COLE JEFF
724-7652

COLE LINDA D
724-7552
325........

BUILDING

BETTYS CAFETERIA
724-6893 3

MARRIAGE LCNS ISSNC
768-6741 1

MUNI CT N CRMNL
768-6241

MUNI CT N SMLL CLM
768-6221

MUNI CT N TRAFFIC
768-6211

MUNICIPAL COURT
758-4011 3

MUNICIPAL CRTS CAL
768-6686

MUNICIPAL CT CLNDR
768-6686

SANMRCS CTY POL BUS
758-8401

SANMRCS CTY POL CRM
M-6301 4

SD CO ATTYS PUBLIC
768-8447 +8
SD CO 80 SUPV 6TH
768-6826 1

SD CO CLK CT
758-4011

SD CO CLRK BRANCH
768-a741

SD CO CLRK CT CAMNL
758-9300 2

SD CO CLRK CT EXHBT
768-6394 2

SD CO CLRK CT MRRGE
7WO236 3

SD CO CLRK CT NOTRY
7WO741

SD CO CLRK CT OFC
768-8743 2

SD CO CLRK CT OTHER
7W4011

SD CO CLRK CT WDDNG
768-8748 2

SD CO DA
758-6371
SD CO DA VCTM WTN88
768-6292 4

SD CO LAW LIBRARY
768-8247

SD CO LBRY BRANCH
724-6822
SD CO LIBRARY BRNC11
724-6822
80 CO MARSHAL
768-8581 1

SO CO MRRG LCNS
158-6741

SD CO MUNI CT CLAIM
758-6221 1

SD CO MUNI CT CLNDA
758-6886

SD CO MUNI CT CRMNL
768-6241

SD CO MUNI CT OTHER
758-4011

SD CO MUNI CT TRFFC
758-6211

SD CO PRON ADULT
7WG724 2

SD CO REVENUE OFC
7WO771

SD CO SHRFF JAIL
758-5601

SD CO SHRFF STATION
158-8401

SD CO SUPR CT
7W5741

SD CO SUPR CT
768-4011

SO CO SUPR CT BRNCH
768-4011

SD CO SUPR CT CLNOR
7W6363 2
80 CO SUPR CT FMLY
7WO626 3

SD CO SUPR CT JURY
768-6487 1

SD CO SUPR CT PAW
7WS236 1

SO CO SUPR CT SECY
768-6464 1

SHERIFFS DEPT
7w6401

SHERIFFS DEPT JAIL
758-8601

UNIV MECHANICAL
7WO824 4

VISTA CTR SNACK BAR
941-3542 1

VISTA CTY SHERIFF
768-8401 3

VISTA CTY SHRFF CAM
768-8301 4
325...................................................... 326

TEICHMANN EDW
724-7098
330

ABEB TREES TFIM SERV
768-3368

LOPEZ ABRAHAM
758-3366
333

JOBE BRENT
724-1375
335

ARREDONDO DIANE
724-0913
337

BRUMMELL IRA L
941-9210
336
xxxx
00 350
xxxx
00 375D

OFFRINOA ROBT
768-3204
400........ BUILDING
ALLEN DAVID E JR 941-2265 6
ALLEN TERRY S 724-9401 6
AY NOT BE KEYPUNCHED. ENTERED INTO A COMPUTI
6558122.5 Page: A26

Target Street Cross Street Source
v" Haines Criss -Cross Directory
MATAGUAL DR 1982
MATAGUAL DR 92083
VISTA
53 01

TOPPING R
72-40
533

WALKER WM
724- 413
7 535
536

SHELTON WILSON E
724 -4 D 1
44 ZAPP MORRI
724#4D
545

TYNER DICK PR TN
725-3498
55 555

RICHARDSON CLYDE E
724-4458
558

PORTER MEL
72 - 28 8
7 & CO.. INC
6558122.5 Page: A27

Target Street Cross Street

MATAGUALDR
Source
Haines Criss -Cross Directory
1982

MATAGUAL DR
575

BARRIOS LOUIS A
602

BENCHLEY EDW J
607
xxxx
612

CASSIDY ELAINE

CASSIDY PAUL J
620

HENRY O H
621

PECK TIM A
622
,LENS BONNEY L

JOHNSON LEWIS W

VISTA PLASTERING
627

DEPIES ROBT N
638

KORINER PETER J
639

UNDHEIM NJAL
645

MCNALLY EOW
647
xxxx
653

GLEASON CHAS M JR
663

KENNEDY ZACK
668
xxxx
GT2

DRUCKERMAN BEN
681

KIESEL ENTERPRISES

KIESEL FREDERICH J
683
XXXX
704

GALFRE ADELA
719

FENWICK DEAN
720
W4TANABE GEO
730

TIESEN FRANK
731

DEER HERBERT A
733
xxxX
736

JONES CHARLIE R
746

DIESEL EDGAR T
748

CONDON WILLIAM L
749

REITMEIER BURT K
753
xxxx
764
xxxx
767

REITMEIER AL
771

RATELLE S J
805
xxxx
812

SCHNE TZ BILL

SCHNETZ WM
822

CHOWNING VICTOR W
824

OUINN ENTERPRISES
827

THOMPSON STEVE
830

CONNELL ROBT P
836

CHINO KAZUO BARS
842

PIRRAGLIO DAVIO
NO 4

MCDONALD FLOYD A
,t
4 BUS 51 RES
92083 CONT
724-0689 4
724-4587
00 724-1231
724-1231
724-6207
726-8617 8
758-4466 +2
724 -4153
724-4153
758-0662 6
724-8940
724-6592
724-2408 8
00 941-4395 1
726-6625 +2
00 724-6017 +2
75B-9210 +2
726-6489 5
00 758 -5624 9
726-1588 9
724-7693
724 -7184 3
724 -4658
00 758 -2139 +2
726-5502 0
726-9184 9
724-4075
00 00
724-4806
726-9504 8
00 724-2764 1
439-2760 0
726-2706 8
941-4081 +2
758-0347 +2
726-4579
724 -0283
726-3028 4
724-5596
7 NEW
6558122.5 Page: A28

Target Street Cross Street Source
V - Haines Criss -Cross Directory
S MELROSE DR 1982
MELROSE DR S 9208
VISTA
210

GUIDOTTI EXXON
724-4900 1
302
XXXX
00 310

KOZLOWSKI BOB A
726-4294 0
312

DOLE JEFF
724 -7552 7

COLE LINDA D
724-7552 7
325

BUILDING

CO SD CLERK
236-2121 1

CO SO COURT
236-SO90 1

MARRIAGE LCNS ISSNC
758-6741 1

MUNI CT N CIVIL
758- 6201

MUNI CT N CRMNL
758-6241

MUNI CT N SMLL CLM
7S8-6221

MUNI CT N TRAFFIC
758-6211

MUNICIPAL CT CALNDR
758-6686 +2

SD CO AREA AGC AGING
758-6345 1

SD CO BD SUPVR STH
758-6626 1

SD CO CLERK BUS OFC
758-6743 +2

SO CO CLERK CRMNL
75B-63D8 +2

SO CO CLERK EXHIBIT
7SB-6394 +2

SD CO CLERK MICRFLM
758-8395 +2

SO CO CLERK( RGSTRTN
758-6741 1

SO CO CLERK( WEDOIHG
758-6748 +2

SD CO CLRK SERVICES
758-4011 1

SD CO GIST AM
758-6371 1
SO CO LAIN L18RARY
7S8-6247 1

SD CO LBRY NORTH CO
724-5622 1

SD CO LBRY VISTA
724-5507 1

SO CO MARRIAGE LCNS
758-6744 +2

SD CO MRSHL MUNI CT
758-6561 1

SO CO MUNI CT CIVIL
7S8-6201 1

SD CO MUNI CT CLMS
758--6221 1

SD CO MUNI CT CLNDR
7S8-8586 1
SD CO MUN1 CT CRMNL
758-6241 1

SO CO MUNI CT TRFFC
758-6211 1
SD CO PASSPORT 1NF
758- 6741 1
6558122.5 Page: A29

Target Street Cross Street
V, _

S MELROSE DR
Source
Haines Criss -Cross Directory
1982

MELROSE DR S
SO CO PR8TN ADULT

SO CO REVENUE&RCVRY

SO CO REVNU&RECVRY

SO CO SHRFF JAIL

SO CO SHRFF STN

SO CO SUPR CT

SO CO SUPR CT CLNDR

SO CO SUPR CT FMLY

SO CO SUPR CT INF

SO CO SUPR CT JURY
SO CO SUPR CT PR08T

SO CO SUPR CT SECTY

SHERIFFS DEPARTMENT

SHERIFFS DEPT JAIL
VISTA CNTR SNACK 8R
92083 CONT.
758-6724 +2
758-6771+2
758-6771 1
756-6601 1
758-64D1 1
758-4D11 1
758-6363 +2
758-6527 +2
758-4D11 1�
75B-64B7 1
758-8236 1�
758-6466 1
758-64D1
758-66D1 1
941-3542 1
325.
326 TEICHMANN EDW 724-7098
330 XXXX 00
333 JOBE BRENT 724-1376
335 ARREDONDO DIANE 724-0913 1
337 xxxx 00
338 XXXX 00
510 JOHNSON MILLIE 758-9347 1
560 CHURCH RLGS SCIENCE 724-917D 8
FIRST CH RELIGS SCN 724-917D 7
RELIGS SCN 16T CH 724-917D 7
610 MCFARLAND ALLAN E 724-1783
MCFARLAND PATRICIA 724-1783
622 FICHTELMAN LLOYD S 724-2535
624 8ARGY VIRGINIA M 724-5777
COUNTRY DAY SCHL 724-5777
630 XXXX 00
710 HAIR BURTON L 724-6454
713 XXXX 00
714 MEEKS LESLIE W 726-9165 7
734 OLSEN OLGA 758-3167 7
OLSEN ROBT 758-3167 7
735 xxxx 00
745 MEEK W HAROLD 726-3962 6
746 xxxx 00
765 BURLEY HAROLD G 726-4487
BURLEY PATRICIA 941-0745 +2
777 ED WARDS ROOT 941-0653 1
801 XXXX 00
817 LUCERO GILFRED JR 726-4457 3
LUCERO JEANNE 726-4457 3
830 XXXX 00
839 MAYA ADELA 726-3425
MAYA RAYMOND M 726-3425
860 MORRIS ERNEST 726-4286 9
870 XXXX 00
875 XXXX 00
876 NATL ASSN OF ACCTNT 756-750D 1
SOJKA DEVELOPMENT 758-1691 1
880 ESOUIBEL GLORIA 726-0126
ESOUIBEL RALPH 726-0126
902 XXXX 00
903 XXXX 00
915 ROGERS FRANK J 726-4537
941 8USY BEAVER TREESWO 726-0176
GONZALEZ MARGARITA 941-4048 0
HERDER STEVE 726-5154 1
HERDER WAYNE E 726-0176 8
HERDER WAYNE E 726-2025
950 ALLISON MELFORD B 726-1520
ALLISON X RAY CO 295-84D7+2
ALLISON X RAY MED 726-656D 9
ALLISON X RAYBGUY 726-6560+2
960 ISAAC L 758-8725 +2
LANE G L 726-8517 +2
* 57 BUS 46 RES 16 NEW
6558122.5 Page: A30

Target Street Cross Street

MATAGUAL DR
Source
Haines Criss -Cross Directory
1979
MATAGUAL DR 92083
VISTA
531

DILLEY A B
726-91BO+9
533

WALKER WM
724-9413 7
535

CRAWFORD GARY
758-8615+9
536

SHELTON &LSON E
724-4013
544

ZAPP MORRIS
724-406 7 7
545

TYNER RICHARD L
726-3498 7
553
xXxx
00 555

RICHARDSON WDE E
724-4458 1
558

POATER MEL
726-2828 7
575

BARRIOS LOUIS A
724-0689 4
602
BENCHLEY EDVv J
724-4587
607
xxxx
DO
612

CASSIDY ELAINE
724-1231

CASSIDY PAVE J
724-1231
620
HENRY 0 H
724-6207
621

PECK TIM A
726-43B9 8
622

QRWALL TERESA
75B-0157+4
*

JOHNCGM LEWIS W
724-053
*

VISTA PLASTERING
72"1+53
622
OMES R08T N
756-0661 6
63B

KORINER PETER J
724-8940
639

UNUMEIM NJAL
724--6592
645

MCNALLY EDW
724-24.0B B
647
xxxX
00 653

BROWNING E R
724_7991 6
663
GOBBLE 1NM C
724-0909 6
671

ZANDER CHAS
726-7569 4
681

KIESEL FREDEHICH J
726-6489 5
683
xxxX
44 704
G■LFRE ADELA
75B-5624+9
719

FENWICK DEAN
726-158B+4
720

WATANABE GEO
72q-7693
730

TIESEN FRANK
724-7184 3
731

DEER HERBERT A
724.-4658 1
733
xxxx
OU
736

KELLER MATTHEW L
724-5584
748

CONDON WILLIAM L
725-91809
749

REITMEIER BURT K
724-4075 2
753

ALLISON RICHARD L
758-5309 8
764
xxxX
44 767

REITMEIER AL
724-4B06 2
771

RATELLE S J
726-9504 8
B05
xxxX
04 B12

LAMCUREUX VINCENT A
724-3904
822

CHOWNING VICTOR W
726-2706 8
824

AVERHOFF PAUL
726-7761+9
827

CRAMER SYLVIA
758-7695+9
830

CONNELL ROBT P
725--4579 2,
B36

CHINO KAZUO MRS
724-02B3
842

PIRAAGLIO DAVID
726-3028 4
NO a

MCDONALD FLOYD A
724-5596
*
2 BUS 49 RES
B NEW
6558122.5 Page: A31

Target Street Cross Street Source
V - Haines Criss -Cross Directory
S MELROSE DR 1979
MELROSE DR S 92083
VISTA
210*
MELROSE Ex7<ON
724-4500+9
302
xxxx
00 310•

CALIF WICKERY
724-WB5 2

SHADLE THOSE
724-5065 0
312

COLE JEFF
724-7552 7
COLE I. 0
724-7552 7
325-

BUILDING
•
CO SO BD SURVR 5TH
75"628

CO SO CO CLRK N CO
758A741
•

CO SD COUNTY CLERK
758-4011
•

CO SO DA OFC
758-6371
•
CO 50 HMN SV AGING
6-6
75345
•

CO SO LBRY BOOKMBLE
756-6666
•

CO SO LBRY BRANCH
724-5507
•
CO 50 LND USE VISTA
75"711
•

CO SO MARRIAGE LCNS
758-6741
•

CO SO PASSPORTINF
758-6741
•

CO SO SHRF CVL PRCS
758-8401
•

CO SO SUPR CT
758-4011
•

CO SO SUPR CT CLNOR
75"363
•

CO SO SUPR CT PROBT
758-6236
a

CO SO SUPR CT SEC
758-6466
•

CO SO ZONING
75"711
•

MUNI CT N CIVIL
7584201
•
MUN1 CT N CRMNL
758l241
•

MUNI CT N SMUL CLM
758--6221
*

MUNI CT N TRAFFIC
758-6211
•

SHERIFFS DEPARTMENT
758�i301
•

SHERIFFS DEPARTMENT
758-WI

VISTA COUNTY UBRY
724-5507 1
325
326

TEICHVANN EDW
724-7098
330
VVfAVER HARVEY N
724-B273
333

JOBE BRENT
724-1376 0
335

CHAMBERLAIN ALAN B
724-4592 4
337

GILL B G
758-051 7 6

WHEELER FREEMAN
726-5493+9
33B
vxrr
00 560*

CHURCH OF RELSERV
724-9170 8
•

FIRST CH RFLGS SCM
724--917D 7
•
RELICS SCN 1ST CH
724-911D 7
610

MCFARLAND ALLAN E
724-1783

MCFARLAND PATRICIA
724-1783
622
FICHTELVAN LLOYD 5
724 2635
621*

SARGY VIRGINIA M
724-5777
•

COUNTRY DAY SCHL
724-5777
630

HINTHORNE NANCV-MRS
724-6407 3
640
MILLER RONALD 5
724- 7480+9
710

HAIR BURTON L
724-6454
714

MEEKS LESLIE W
726-9165 1
734

OLSEN OLGA
758-3167 7

OLSEN ROBT
75B-3167 7
735

KNUDSEN EINAR S
724-7715 6

KNUDSEN NANCY
724-7715 6
745

MEEK W HAROLD
726-3962 6
746
xxxx
00 765
8l1RLEY HAROLD G
72"487 0
771*

ALPHA DRAFTING STS
724-2700+9
794

CARRIAGE HILLS
75"340+9
•

WOODBURY R RL ESTAT
756-4340+9
801 •

VISTA ESTATES CORP
75&3490+9
81 7

LUCERO GILFRED JR
726-4457 3

LUCERO JEANNE
726-4457 3
830
xxxx
00 839

MAMA ADELA
726-3425

MAYA RAYMOND M
726-3425
860

MORRIS ERNEST
726-4286+9
870

FEILER DAWN E
724-9818 8
875
xxxx
00 876
xxxx
00 880

ESOUIBEL GLORIA
726-0126

ESDUIBEL RALPH
726-0126

ESDUIVEL RALPH
724-7037 8
902

NARESJOHN MRS
726-0768
903
xxxx
00 915

ROGERSFRANK J
726--4537 0
94 I *
BUSY BVR TREE\WO SV
726-0176
HERDER WAYNE f
725-2025

HERDER WAYNE E
726-8894 B

HERDER WAYNE E
726-0176 8
950

ALLISON VELFORD B
726-1520 1
*

AWSON X RAY ME
72"560+9
•
GUY MOCL6.ALLSN xRAY
7254560 5
960

JENKINS KATHRYN
726-3061 4

JENKINS R-CAPT
726-3061 4
•
37 BUS 46 RES
9 NEW
6558122.5 Page: A32

Target Street Cross Street Source
V-1, Haines Criss -Cross Directory
MATAGUAL DR 1975
MATAGUAL DR 92083 VISTA
533
XXXX
00 535

BYRD ELIZABETH
726-8329+5
CORSO►ti GARRY
726-8329+5
536

SHELTON WILSON E
724-4C13
544#FURNITURE CRAFTSuAN724-4464 4
*MR P
724-4464+5
*POSTLEti*AITE REFNSHG724-4464+5
POSTLEti*AITE ROLLIN
724-4331
545
XXXX
00 553
XXXX
00 555

RICHAROSON CLYOE E
724-4458 1
575

BARRIOS LOUIS A
724-0689 4
6D2
BENCHLEY EO* J
724-4587
607
XXXX
00 612

CASSIOY ELAINE
724-1231

CASSIOY PAUL J
724-1231
620
HENRY 0 H
724-6207
621
HCOO►vALu GEORGIANA
724-7198+5
622*JOHNSON LEkIS W
724-4153
•VISTA PLASTEERING
724-4153
627

BLAIS ROXA
724-3185+5
638

KORINER PETER J
724-8940
639
U140HEEM NJAL
724-6592
645
OONN EOM* S
724-5980 0
*UNIVERSL HRTG INVST726-5323
3 647
XXXX
00 653

EHLERS JERALO
724-1038 4
663

GOBBLE NISI C
724-0909+5
671

ZANOER CHAS
726-7569 4
681

KIESEL F J
726-6489+5
719

ANTINARELLI GUY
726-2613+5
720
*ATANABE GEO
724-7693
730

TIESEN FRANK
724-71B4 3
731

OEER HERBERT A
724-465B
733
XXXX
00 736

KELLER MATTHEW L
724-5584
749

REITMEIER BURT K
724-4075 2
764

JOHNSON GILBERT
724-077C 3
767

REITMEIER AL
724-4806 2
771

HATTY THOS
724-1955 3
805

BARNARO EARL
724-9288 3
BIZ

LAMOUREUX VINCENT
A724-3904
B22

OAHL H E
724-7666
824
WE8B CHIC
724—CO91
827

MCLAINE CALVIN R
726-2833 4
830
C004NELL ROBT P
726-4579 2
836

CHINO KAZUO MRS
724-0283
842

PIRRAGLIO OAVIO
726-3028 4
NO k

NCOONALO FLOYO A
724-5596
# 6 BUS 43 RES
9 NE*.
6558122.5 Page: A33

Target Street Cross Street Source
- Haines Criss -Cross Directory
S MELROSE DR 1975
MELROSE DR S 92083 VISTA
210*VISTA EXXON SERVICE726-6210 4
302

DEMERY MIRE
758-OB56+5
310*CALIFORNIA

WICKERY
724-5065 2

SHADLE THDS E
724-5065 C
312

TENNANT DELBERT M
726-8382+5
325*SD
CD BD OF SPRVSRS724-8571
3 *SO CD CLERK COURT
724-b571 3
'SO CO DISTRICT ATTY724-b571
3 *SO CO LAW LIBRARY
724-8571+5
*SD CO L8kY ODDKMELE724-5622
4 *SD CO L18RAPY
724-5507 3
*SO CD 4ARRIAGE LCNS724-8571
3 *SD CO PEVENUELRCVRY724-8571
3 *SO CO SHERIFFS DEPT724-2104
3 •SD CD SJPERIDR CT
724-8571 4
&SHERIFFS DEPARTMENT724-2104
*IISTA CO LIBRARY
724-5507 3
326

TEICHMANN EDW
724-7098
33C

WEAVER HARVEY N
724-8273
333
.108E BRFNT
724-1376 0
335
CHAMBERLAIN ALAN 8
724-4592 4
337

ROMO VINCENT G
724-8113 2
338
xxXX
00 560+CH
RELIGIOUS SCtENC724-4190
*FIRST CH RELGS SCN
724-4190
610

MCFARLAND ALLAN E
724-1783

MCFARLAND PATRICIA
724-1783
622

FICHTELMAN LLDYD S
724-2535
624*8ARGY
VIRGINIA )4
724-5777
*COUNTRY DAY SCHL
724-5777
630
HINTHORNE NANCY MRS724-6407
3 640

KREYCIK GENE H
724-0241+5
710

HAIR BURTON L
724-6454
714

CHITTENDEN HENRY
724-7749
734

HALL HENRY M
724-9479+5
735
W1LLtAMS G J JR
726-3403 4

WILLIAMS RUBY M
726-3403 4
746

RDBINSDN CLARENCE
V724-2671
765

BURLEY HAROLD G
726-4487 0
817

LUCERD GILFRED JR
726-4457 3

LUCERO JEANNE
726-4457 3
630

TYNER JAN
726-4570+5

TYNER PAUL
726-4570+5

TYNER RICHARD L
726-3498 3
839

MAYA ADELA
726-3425

MAYA RAYMDNO M
726-3425
870

WILBURN E R
724-1B08 3
87-5
xxxx
00 876

CRUL HENRY F
726-3787
880

ESOUISEL GLORIA
726-0126

ESOUIBEL RALPH
T26-0126
902

NARES JDHN MRS
726-0768
903
XXXX
DO
915

ROGERS FRANK J
726-4537 0
941

AGUILAR JOSE
726-2405+5
*BUSY 8VR TREELWO SV726-0176

HERDER WAYNE E
726-2025
950*ALLISN
XRAYEGUY ME0726-6560+5

ALLISON MELFORD B
726-1520 1
960

JENKINS KATHRYN
726-3061 4

JENKINS R CAPT
726-3061 4
* 20 BUS 41 RES
9 NEW
6558122.5 Page: A34

Target Street Cross Street Source
V' Haines Criss -Cross Directory
MATAGUAL DR 1971
r
MATAGUAL DR 92083 VISTA
531

DAVIS JOHN R
724- 7253
533
XXXX
00 I 536

SHEL TUN WIL SON E
724-4013
51-4
POSTLE%A I TE ROLL IN
724-4331
I 545
MATTS❑N CARL J
724-3439
553

AVFD I S I AN A SSGT
724-6296+ 1
I 555

R ICHAPOSON CLYDE E
724-4459+1
602
8ENCHLEV EDW J
724-4587
I 607

HENDEP SON AI LENS
724- 8808
612

CASS IDY ELA INE
724-1231
I

CASSIDY PAUL J
724-1231
620
HENRY ❑ H
724-6207
I 62 2* J OHN SON LEWIS W
724- 415 3
*VISTA PLASTERING
724-4153
I 627
8LA1 S F L
724-3185 D
638

KOR INER PETER J
724-Q940
I 63q
UNDHE IM 14JAL
724-65g2
645

DONN SOW S
724-5g80 ❑
I 647
XXXX
OO
719

CL EM JOHN C
724-I251
I

CL EM MARJOR I E F
724- 1251
720
WATANA8E GEO
724- 7603
I 730

KENYON WARD
724- 1030+ 1
731

OFFP HFRBERT A
724-4655+1
I 733
SCHI ER8ECK BETTY S
724-5973 0
SCHI ER8ECK P ICHAPC
724-5973 0
I 736

KELLER MATTHEW L
724-5584
749

REITHEIER BURT K
724-4075
I 767

PEI THE IP AL
724-4P.O6
771
XXXX
❑U
I 812

LAMOUREUX VINCENT
A724-3gO4
822

DAHL M E
724- 7664
I 824
WE88 CHIC
724-0091
827
7A1T HATTIE 1
724-7451

TA I T MAGNUS W
724-745I
I 830

NONEMAN JOHN
724-5242
836

CHINO KAZUO MRS
724-0283
I 642

DOWNING LARR Y C
724-7T53+ 1
NO

MCDONALD FLOYD A
724-5596
2 BUS 37 RES
5 NEW
6558122.5 Page: A35

Target Street Cross Street Source
- Haines Criss -Cross Directory
S MELROSE DR 1971
MELROSE DR S 92083 VISTA
210*ENCO PRODUCTS SS
726-9D56+1
*JIMS ENCO SERVICE
726-9056 D
302
COLE k ICHARO
724-1633 O
31D

SHAOLE LINOA
724-5065 0

SHAOLE THOS E
724-5065 0
312

MCKNIGHT J E
724-4898 0
325....
8UILOING
*MUNICIRAL COURT
724-8571
*S D CNTY PR8ATN OPT724-8571+1
*SAN OIEGO CNTY CLRK724-8571+1
*SO CO AGR ICL TR DEPT724-8571
*SD CO GIST ATTY
724-8571+1
*SO CO GARAGE SERV
724-4450
*SO CD LIBRARY
724-5507
*SO CO LIBRARY 8KMSL724-5622
*SD CO MARRIAGE LIC
724-8571
*SD CO MRSHL COURTS
724-8571
*SO CO SHERIFFS DEPT724-2104
*SD CO SURRVSR 5 OST724-8571
*SO CO VETRNS SERV
724- 8571
*SD CO WELFARE OERT
724-8571
*SHERIFFS DERARTMENT724-2104
*VISTA CC LI8kAkY
724-5507
326

TEICHMANN EDW
724-7098
33C

WEAVER HARVEY N
724-8273
333
J08E BRENT
724-1376 0
335*CHAMBERLAIN
ALAN 8
724-4157+1
*NkTH CNTY LANOSCPNG724-4157
337

ROMO VINCNET G
724-8I13
338
XXXX
00 560*CH
RELIGIOUS SCIENC724-419C
*FIRST CH PELCS SCN
724-4190
*RELIGIOUS SCINCE CH724-4190
*RELIGIOUS SCNCE CH
724-41,90+1
610

MCFARLANO ALLAN E
724-1783

MCFARLANO CARYL
724-5979 0

MCFARLAND PATRICIA
724-1783
622
FICHTELMAN LLOYO 5
724-2535
624*8ARGY

VIRGINIA M
724-5777
*COUNTRY OAY SCHL
724-5777
630
HINTHONRE NANCY MRS724-64D7
710

HAIR BURTON L
724-6454
714

CHITTENCEN HENRY
724-7749
734

STAOOEN WM A
724-4223+1
735

WILLIAMS GEO
724-0483+1
746
R08INSON CLARENCE
V724-2671
765

BURLEY HAROLO G
726-4487 0
817
AS8URY GARY
726-4109 D
AS8URY NORMA
726-4109
83C
XXXX
00 839

MAYA AOELA
726-3425

MAYA RAYMONO M
726-3425
870

STATE W F
726-4415+1
875
SURKLOW 0 J
726-C744
876
CRU1 HENRY F
726-3787
88C

ESOUIBEL GLORIA
726-0126

ESOUIBEL RALPH
726-0126
902
NARES JOHN MRS i
726-0768
903

LARA OAN
726-0657
915
kOGERS FRANK J
726-4537 0
941*8USY
BVR TREEiWO SV726-0176
HEkOFR WAYNE E
726-2025

HERDER WAYNE E
726-0176
950
ALLISON MELFORO 8
726-1520+1
* 27 BUS 36 RES
10 NEW
6558122.5 Page: A36

state
county
city
addressl
address2 date
California
Alameda
San Lorenzo
17283 Via Annette Dr
2/6/2004
California
Alameda
San Lorenzo
17283 Via Annette Dr
2/6/2004
California
Alameda
San Leandro
1735 138th Ave
2/18/2004
California
Alameda
San Leandro
1735 138th Ave
2/18/2004
California
Alameda
Newark
37120 Spruce St G
2/29/2004
California
Alameda
Hayward
333 Jackson St 219
3/12/2004
California
Alameda
Hayward
333 Jackson St 219
3/12/2004
California
Alameda
Hayward
1032 Central Blvd
6/9/2004
California
Alameda
Hayward
1032 Central Blvd
6/9/2004
California
Alameda
Hayward
231 Culp Ave
8/29/2004
California
Alameda
Hayward
231 Culp Ave
8/29/2004
California
Alameda
Union City
32673 Brenda Way 3
9/28/2004
California
Alameda
Union City
32673 Brenda Way 3
9/28/2004
California
Alameda
Pleasanton
6443 Alisal St
1/19/2005
California
Alameda
San Leandro
872 Donovan Dr
5/4/2005
California
Alameda
San Leandro
14446 Elm St
5/31/2005
California
Alameda
Hayward
27948 Pueblo Serena Way
1/9/2006
California
Alameda
Union City
2351 Hartford Drive
4/7/2006
California
Alameda
Union City
2351 Hartford Drive
4/7/2006
California
Alameda
Fremont
35856 Toledo Court
7/28/2006
California
Alameda
San Lorenzo
1302 Via San Juan Street
10/25/2007
California
Alameda
San Leandro
1553 Santa Maria Road
11/28/2007
California
Alameda
San Leandro
1553 Santa Maria Road
11/28/2007
California
Alameda
Hayward
698 Overhill Drive
5/16/2008
California
Alameda
Hayward
698 Overhill Drive
5/16/2008
California
Alameda
Berkeley
2240 9th Street
7/19/2008
California
Alameda
Oakland
923 39th Street
11/25/2008
California
Alameda
San Lorenzo
16150 Arriba Viaduct
4/8/2009
California
Alameda
Pleasanton
818 Angela Street
3/10/2010
California
Alameda
Pleasanton
818 Angela Street
3/10/2010
California
Alameda
Castro Valley
19127 Santa Maria Avenue
3/24/2010
California
Alameda
Castro Valley
19127 Santa Maria Avenue
3/24/2010
California
Alameda
Oakland
1950 86th Avenue
12/7/2015
California
Alameda
Oakland
1950 86th Avenue
12/7/2015
California
Butte
Oroville
1940 Helman St
2/4/2004
California
Butte
Oroville
1940 Helman St
2/4/2004
California
Butte
Oroville
110 Greenback Dr
2/5/2004
California
Butte
Oroville
110 Greenback Dr
2/5/2004
California
Butte
Oroville
2437 Oro Quincy Hwy
3/17/2004
California
Butte
Oroville
2437 Oro Quincy Hwy
3/17/2004
California
Butte
Paradise
6441 Moss Ln
3/31/2004
California
Butte
Paradise
6441 Moss Ln
3/31/2004
California
Butte
Magalia
3 Jordan Hill Rd
3/31/2004
California
Butte
Biggs
2164 Larkin
4/9/2004
California
Butte
Biggs
2164 Larkin
4/9/2004
California
Butte
Chico
939 W East Ave 4
4/19/2004
California
Butte
Chico
939 W East Ave 4
4/19/2004
California
Butte
Oroville
126 Canyon Highlands Dr
5/5/2004

California
Butte
Oroville
126 Canyon Highlands Dr
5/5/2004
California
Butte
Oroville
208 Misty View Ln
5/10/2004
California
Butte
Oroville
208 Misty View Ln
5/10/2004
California
Butte
Chico
853 E 7th St
7/14/2004
California
Butte
Oroville
2750 De Bangar Hwy
7/21/2004
California
Butte
Paradise
538 Castle
7/23/2004
California
Butte
Paradise
538 Castle
7/23/2004
California
Butte
Oroville
2720 Oro Dam Blvd 6a
8/3/2004
California
Butte
Oroville
2720 Oro Dam Blvd 6a
8/3/2004
California
Butte
Chico
453 Posada Way 12
8/4/2004
California
Butte
Chico
453 Posada Way 12
8/4/2004
California
Butte
Magalia
14723 Gold Cone Dr
9/21/2004
California
Butte
Biggs
488 G St
10/26/2004
California
Butte
Biggs
488 G St
10/26/2004
California
Butte
Oroville
1130 Tehama St
1/12/2005
California
Butte
Oroville
1130 Tehama St
1/12/2005
California
Butte
Chico
1056 E 8th St
3/18/2005
California
Butte
Chico
1056 E 8th St
3/18/2005
California
Butte
Oroville
1915 Plumas St
6/9/2005
California
Butte
Durham
9606 Fimple Rd
7/15/2005
California
Butte
Chico
696 7th E St
10/19/2005
California
Butte
Chico
1402 Pomona Ln
11/17/2005
California
Butte
Oroville
2794 Oak Knoll Way
11/30/2005
California
Butte
Chico
997 E 16th St
12/15/2005
California
Butte
Chico
997 E 16th St
12/15/2005
California
Butte
Gridley
233 Kentucky Street
2/21/2006
California
Butte
Gridley
233 Kentucky Street
2/21/2006
California
Butte
Gridley
275 Kentucky St
2/21/2006
California
Butte
Gridley
275 Kentucky St
2/21/2006
California
Butte
Paradise
5955 Hazel Way
5/25/2006
California
Butte
Oroville
91 Toyon Hills Drive
2/23/2007
California
Butte
Chico
1735 Magnolia Avenue
2/26/2007
California
Butte
Chico
1735 Magnolia Avenue
2/26/2007
California
Butte
Oroville
165 Hurles Circle
3/18/2007
California
Butte
Oroville
165 Hurles Circle
3/18/2007
California
Butte
Oroville
4210 Oro Bangor Highway
6/1/2007
California
Butte
Oroville
4210 Oro Bangor Highway
6/1/2007
California
Butte
Palermo
2398 Louis Avenue
8/27/2007
California
Butte
Palermo
2398 Louis Avenue
8/27/2007
California
Butte
Oroville
2349 Via Madero
9/11/2007
California
Butte
Oroville
1616 Oro Dam Boulevard
10/29/2007
California
Butte
Oroville
1616 Oro Dam Boulevard
10/29/2007
California
Butte
Oroville
1660 20th Street
1/31/2008
California
Butte
Oroville
1660 20th Street
1/31/2008
California
Butte
Oroville
3 Alverda Drive
5/13/2008
California
Butte
Oroville
3 Alverda Drive
5/13/2008
California
Butte
Chico
1024 Neal Dow Avenue
6/7/2008
California
Butte
Honcut
16 Truxton Court
9/2/2008
California
Butte
Honcut
16 Truxton Court
9/2/2008

California
Butte
Oroville
1840 7th Street
9/17/2008
California
Butte
Oroville
1840 7th Street
9/17/2008
California
Butte
Chico
729 Nord Avenue
9/30/2008
California
Butte
Chico
729 Nord Avenue
9/30/2008
California
Butte
Oroville
1960 Rose Street
4/7/2009
California
Butte
Oroville
1960 Rose Street
4/7/2009
California
Butte
Oroville
5075 Lower Wyandotte Avenue
4/7/2009
California
Butte
Oroville
5075 Lower Wyandotte Avenue
4/7/2009
California
Butte
Gridley
124 East Gridley Road
5/14/2010
California
Butte
Gridley
124 East Gridley Road
5/14/2010
California
Butte
Durham
8200 Durnel Drive
5/22/2010
California
Butte
Durham
8200 Durnel Drive
5/22/2010
California
Calaveras
Mountain Ranch
5645 Doster Rd
12/20/2004
California
Calaveras
Mountain Ranch
5645 Doster Rd
12/20/2004
California
Contra Costa
Rodeo
1120 4th St
7/8/2004
California
Contra Costa
Rodeo
1120 4th St
7/8/2004
California
Contra Costa
Antioch
1927 Birch Ave
12/12/2004
California
Contra Costa
Martinez
625 Marina Vista St
3/22/2005
California
Contra Costa
Martinez
625 Marina Vista St
3/22/2005
California
Contra Costa
Richmond
2420 Esmond Avenue
12/5/2006
California
Contra Costa
El Sobrante
2211 Rancho Road
9/20/2007
California
Contra Costa
El Sobrante
2211 Rancho Road
9/20/2007
California
Contra Costa
Richmond
712 Bradford Drive
7/29/2008
California
Contra Costa
Richmond
712 Bradford Drive
7/29/2008
California
Contra Costa
Brentwood
638 Summerwood Drive
2/11/2010
California
Contra Costa
Brentwood
638 Summerwood Drive
2/11/2010
California
Contra Costa
Crockett
815 1st Avenue
12/9/2010
California
Contra Costa
Crockett
815 1st Avenue
12/9/2010
California
Contra Costa
Bay Point
71 Mountain View Avenue
3/22/2011
California
Contra Costa
Bay Point
71 Mountain View Avenue
3/22/2011
California
Contra Costa
Brentwood
1880 East Eden Plains Street
10/2/2014
California
Contra Costa
Brentwood
1880 East Eden Plains Street
10/2/2014
California
Del Norte
Crescent City
1733 Wildwood Ln
4/14/2004
California
Del Norte
Crescent City
1733 Wildwood Ln
4/14/2004
California
El Dorado
El Dorado
6841 Union Mine Rd
4/29/2004
California
El Dorado
El Dorado
6841 Union Mine Rd
4/29/2004
California
Fresno
Reedley
22134 E Hogan Ave
1/15/2004
California
Fresno
Reedley
22134 E Hogan Ave
1/15/2004
California
Fresno
Fresno
12884 S Elm Ave
7/15/2004
California
Fresno
Fresno
12884 S Elm Ave
7/15/2004
California
Fresno
Fresno
1315 E Cornell
7/15/2004
California
Fresno
Fresno
1315 E Cornell
7/15/2004
California
Fresno
Fresno
7090 N Fruit Ave 140
7/29/2004
California
Fresno
Coalinga
47932 Lost Hills Rd
8/30/2004
California
Fresno
Fresno
4822 E Mono St
6/9/2005
California
Fresno
Fresno
4822 E Mono St
6/9/2005
California
Fresno
San Joaquin
2243 Eldorado S B
3/10/2006
California
Fresno
Fresno
2540 North Floyd Avenue
11/24/2006
California
Fresno
Fresno
2540 North Floyd Avenue
11/24/2006

California
Fresno
Caruthers
14594 South Elm Avenue
11/28/2006
California
Fresno
Caruthers
14594 South Elm Avenue
11/28/2006
California
Fresno
Fresno
8971 Mountain View
12/13/2006
California
Fresno
Fresno
8971 Mountain View
12/13/2006
California
Fresno
Fowler
6424 South Fowler Avenue
8/21/2007
California
Fresno
Reedley
20069 Clayton Avenue
12/8/2007
California
Fresno
Reedley
20069 Clayton Avenue
12/8/2007
California
Fresno
Fresno
4409 East Hedges Avenue A
12/16/2008
California
Fresno
Dos Palos
43186 Merrill Avenue
4/15/2010
California
Fresno
Dos Palos
43186 Merrill Avenue
4/15/2010
California
Fresno
Clovis
287 West Barstow Avenue 125b
10/26/2012
California
Fresno
Fresno
3001 West Swift Ave Avenue 104
8/6/2013
California
Fresno
Fresno
3001 West Swift Ave Avenue 104
8/6/2013
California
Fresno
Squaw Valley
46992 Creekside Road
11/18/2013
California
Fresno
Fresno
4851 North N Cedar Ave Avenue 117
1/6/2014
California
Fresno
Fresno
3852 East E Olive Ave Avenue 201
1/14/2014
California
Fresno
Fresno
3852 East E Olive Ave Avenue 201
1/14/2014
California
Fresno
Fresno
3025 East E Gettysburg Ave Avenue 102
1/21/2014
California
Fresno
Fresno
3025 East E Gettysburg Ave Avenue 102
1/21/2014
California
Fresno
Fresno
7675 N First Street Box 203
9/6/2015
California
Fresno
Fresno
4102 E North Avenue
12/24/2015
California
Fresno
Fresno
2715 N Millbrook Avenue
2/3/2016
California
Fresno
Fresno
2715 N Millbrook Avenue
2/3/2016
California
Glenn
Willows
5627 County Road 69
5/12/2004
California
Glenn
Willows
5627 County Road 69
5/12/2004
California
Humboldt
Fortuna
1788 Penn Ave
3/2/2004
California
Humboldt
Fortuna
1788 Penn Ave
3/2/2004
California
Humboldt
Mckinleyville
2331 Central Ave 4
3/25/2004
California
Humboldt
Eureka
1984 Gage Ln
4/27/2004
California
Humboldt
Blue Lake
113 Raymar Ave
5/9/2005
California
Humboldt
Eureka
1034 14th St
6/6/2005
California
Humboldt
Eureka
1034 14th St
6/6/2005
California
Humboldt
Eureka
1323 Summer Street
6/15/2006
California
Humboldt
Arcata
258 Lupin Avenue
8/30/2006
California
Humboldt
Arcata
258 Lupin Avenue
8/30/2006
California
Imperial
Holtville
819 1/2 Fern St
1/28/2004
California
Imperial
Holtville
819 1/2 Fern St
1/28/2004
California
Imperial
Holtville
2300 Slayton Rd
2/5/2004
California
Imperial
Seeley
2205 Haskell Rd
7/20/2004
California
Imperial
Holtville
819 1/2 Fern Ave
3/20/2006
California
Imperial
Holtville
819 1/2 Fern Ave
3/20/2006
California
Kern
Shafter
18478 S Shafter Ave
1/23/2004
California
Kern
Shafter
18478 S Shafter Ave
1/23/2004
California
Kern
Delano
1305 20th Ave
2/4/2004
California
Kern
Delano
1305 20th Ave
2/4/2004
California
Kern
Bakersfield
8614 Fuller
2/22/2004
California
Kern
Bakersfield
2600 Norman Ave
5/26/2004
California
Kern
Bakersfield
2600 Norman Ave
5/26/2004
California
Kern
Shafter
31396 Burbank Ave
6/12/2004

California
Kern
Taft
412 Kern St
8/26/2004
California
Kern
Lake Isabella
3105 Wenyor
9/21/2004
California
Kern
Lake Isabella
3105 Wenyor
9/21/2004
California
Kern
Ridgecrest
709 W Atkins Ave
12/9/2004
California
Kern
Bakersfield
321 Oakdale Dr
3/15/2005
California
Kern
Bakersfield
2714 Allen Rd
3/22/2005
California
Kern
Bakersfield
2714 Allen Rd
3/22/2005
California
Kern
Taft
217 Lierly St
6/20/2005
California
Kern
Bakersfield
2314 Center St
10/19/2005
California
Kern
Bakersfield
200 Miraflores
2/28/2006
California
Kern
Bakersfield
200 Miraflores
2/28/2006
California
Kern
Bakersfield
101 Agarnsey Ln
3/20/2006
California
Kern
Bakersfield
101 Agarnsey Ln
3/20/2006
California
Kern
Bakersfield
109 Clyde Street
4/26/2006
California
Kern
Bakersfield
109 Clyde Street
4/26/2006
California
Kern
Bakersfield
200 Miraflores Avenue
3/18/2007
California
Kern
Bakersfield
200 Miraflores Avenue
3/18/2007
California
Kern
Ridgecrest
345 West Moyer Avenue
6/4/2007
California
Kern
Ridgecrest
345 West Moyer Avenue
6/4/2007
California
Kern
Lamont
10224 San Emidio Street
7/11/2007
California
Kern
Lamont
10224 San Emidio Street
7/11/2007
California
Kern
Lamont
8008 Middleton Lane
5/19/2008
California
Kern
Lamont
8008 Middleton Lane
5/19/2008
California
Kern
Johannesburg
405 Broadway Avenue
10/9/2008
California
Kern
Johannesburg
405 Broadway Avenue
10/9/2008
California
Kern
Bakersfield
8th Street
6/22/2009
California
Kern
Bakersfield
3801 Newcombe Court
3/3/2011
California
Kern
Bakersfield
3804 La Tonia Court
3/3/2011
California
Kern
Bakersfield
3804 La Tonia Court
3/3/2011
California
Kern
Bakersfield
3801 Newcombe Court
3/3/2011
California
Kern
Bakersfield
218 El Tejon Avenue
7/8/2011
California
Kern
Bakersfield
218 El Tejon Avenue
7/8/2011
California
Kern
Bakersfield
7601 Redbank
12/13/2011
California
Kern
Bakersfield
7601 Redbank
12/13/2011
California
Kings
Unincorporated City
6260 Barstow Ave
5/21/2004
California
Kings
Unincorporated City
6260 Barstow Ave
5/21/2004
California
Kings
Hanford
111119 3/4 Avenue
4/16/2007
California
Kings
Hanford
111119 3/4 Avenue
4/16/2007
California
Lake
Lakeport
525 Esplanade St
1/27/2004
California
Lake
Clearlake
13660 East Lake Dr
4/19/2004
California
Lake
Clearlake
13660 East Lake Dr
4/19/2004
California
Lake
Clearlake
15888 19th St
4/28/2004
California
Lake
Clearlake
15888 19th St
4/28/2004
California
Lake
Finley
3424 Stone Dr
9/15/2004
California
Lake
Finley
3424 Stone Dr
9/15/2004
California
Lake
Lower Lake
10243 Siegler Canyon Rd
11/17/2004
California
Lake
Lower Lake
10243 Siegler Canyon Rd
11/17/2004
California
Lake
Clearlake
16537 35th Ave
6/18/2005
California
Lake
Nice
6643 Collier
2/15/2006

California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
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California
California
California
California
California
California
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California
California
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La ke
La ke
Los Angeles
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Long Beach
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13820 Manakee Drive
13820 Manakee Drive
208 B Ave
2742 Lanfranco St 7
444 Citrus N Ave
11462 Telegraph Rd
8632 Avenue U E
2520 Pacific Coast E Hwy 221
3995 Avenue H W
4135 Floral Ave
1016 Poinsettia S Ave
25757 V E Ave
38233 Hendon Dr
4111 Pacific Coast Highway 308
11026 Imperial E Hwy 10
560 Keenan Ave
5016 Angeles Crest Hwy
5320 1/2 Ithaca Ave
8171 Washington Ave
140111 E St
2210 Gaviota N Ave C
19104 Manua Loa
21150 Hobart
410 Evanwood Ave
3109 Robinette Ave
1717 Monte Vista Dr
320 Jefferson W Ave
10868 Drury Ln
11828 Emery St
4350 Ranger Ave
18631 Altario St
42705 6th E St
9322 Stamps Ave
5820 Ramon Ct
975 5th W St
8474 Quartz Ave
15149 Domino St
6133 Mcnees Ave
8154 Allott
1724 Fries Ave
14903 Chadron Ave 1
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2124 Mc Kenzie Avenue
44634 Date Avenue
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123 S Lake Street
12600 Bradley Street
2620 Castlerock Road
19850 Arrow Highway
1/20/2010
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California
Los Angeles
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3015 Sunnynook Drive
8/11/2006
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38566 East 35th Street
10/3/2006
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Los Angeles
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244 West 47th Place
10/12/2006
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244 47th Place
10/12/2006
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1347 Cambrin Road
12/7/2006
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11630 West 207th Street
12/7/2006
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Los Angeles
Cerritos
12513 Sandy Creek Lane
3/9/2007
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Long Beach
1624 Junipero Avenue
4/4/2007
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Whittier
10816 Townley Drive
5/11/2007
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Los Angeles
Huntington Park
2505 Olive Street
5/15/2007
California
Los Angeles
South Gate
2634 Palm Place
5/29/2007
California
Los Angeles
Pomona
260 La Verne Avenue
7/12/2007
California
Los Angeles
Lancaster
45448 Elm
7/14/2007
California
Los Angeles
Wilmington
1630 Sandison Street
7/20/2007
California
Los Angeles
Los Angeles
321 Westminster Avenue
8/9/2007
California
Los Angeles
Los Angeles
1216 Hanover Avenue
8/12/2007
California
Los Angeles
Huntington Park
6418 Seville
9/18/2007
California
Los Angeles
Los Angeles
359 71st Street
10/10/2007
California
Los Angeles
Diamond Bar
749 Featherwood Drive
11/1/2007
California
Los Angeles
Long Beach
3613 La Jara Street
11/14/2007
California
Los Angeles
Los Angeles
3744 59th Street
12/20/2007
California
Los Angeles
Van Nuys
7400 Sepulveda Boulevard
2/12/2008
California
Los Angeles
Los Angeles
218 1/2 54th Street
3/14/2008
California
Los Angeles
Los Angeles
4154 Compton Avenue
4/17/2008
California
Los Angeles
Downey
10350 Haledon Avenue
5/21/2008
California
Los Angeles
Baldwin Park
4442 Edra Avenue
6/16/2008
California
Los Angeles
Encino
17448 Ventura Boulevard
8/11/2008
California
Los Angeles
Bellflower
17122 Downey Avenue
11/2/2008
California
Los Angeles
Huntington Park
2409 Olive Street
11/18/2008
California
Los Angeles
Long Beach
1875 Lime Avenue
12/22/2008
California
Los Angeles
Los Angeles
6118 Hooper Street
4/24/2009
California
Los Angeles
Bell
3717 Bell Avenue
6/6/2009
California
Los Angeles
Los Angeles
5170 South Normandie Avenue
1/3/2010
California
Los Angeles
Los Angeles
2109 Estrella Avenue
2/2/2010
California
Los Angeles
Long Beach
2345 East Harding Street
2/4/2010
California
Los Angeles
Long Beach
2454 Easy Avenue
2/10/2010
California
Los Angeles
Santa Fe Springs
13310 Telegraph Road
4/14/2010
California
Los Angeles
Bell Gardens
7534 Purdy Street
5/1/2010
California
Los Angeles
Inglewood
8815 South Van Ness Avenue
5/4/2010
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Los Angeles
Los Angeles
6516 South Main Street
6/2/2010
California
Los Angeles
Norwalk
12618 Studebaker Road
6/14/2010
California
Los Angeles
Hawthorne
12600 Prairie Avenue
7/19/2010
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Los Angeles
Hawthorne
2851 West 120th Street
7/22/2010
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Los Angeles
Los Angeles
213 1/2 West 66 Street
9/21/2010
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Hawthorne
13611 Doty Avenue
2/3/2011
California
Los Angeles
Los Angeles
1564 East 117th Street
4/4/2013
California
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Artesia
11635 Artesia Boulevard
5/1/2013
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Beverly Hills
712 North Rexford Drive
6/1/2013
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Los Angeles
Covina
771 Rancho Simi Drive
6/1/2016

California
Los Angeles
Compton
14502 S Keene Ave
8/14/2016
California
Los Angeles
Gardena
1218 W 134th St
9/25/2016
California
Los Angeles
Lancaster
42835 San Francisco Av
12/10/2017
California
Los Angeles
North Hollywood
7829 Nagle Av
12/10/2017
California
Madera
Chowchilla
18899 Road 16
4/28/2004
California
Madera
Chowchilla
1304 Colusa Ave A
1/25/2005
California
Madera
Madera
21442 Avenue 19 Ave
2/10/2005
California
Madera
Madera
815 East Clinton Avenue
8/29/2006
California
Madera
Madera
18697 Avenue Pass
8/21/2007
California
Madera
Madera
512 Fein Street
8/25/2007
California
Madera
Madera
35626 14 1/2 Avenue
2/1/2008
California
Madera
Madera
13577 20th Avenue
9/4/2008
California
Madera
Madera
19184 Ave 18
5/15/2014
California
Madera
Madera
25816 Avenue 18 1/2
6/14/2016
California
Madera
Madera
11265 Iowa Av
12/27/2017
California
Mendocino
Fort Bragg
16900 Franklin Road
5/9/2006
California
Mendocino
Willits
65000 Sherwood Ridge Road
2/20/2008
California
Mendocino
Redwood Valley
9800 West Road
4/9/2009
California
Mendocino
Philo
3500 Little Mill Creek Road
5/6/2010
California
Mendocino
Fort Bragg
621 West St
9/16/2016
California
Mendocino
Hopland
14410 Mountain House Rd
9/21/2016
California
Merced
Merced
2536 Lobo
2/4/2004
California
Merced
Stevinson
18910 W 6th St
2/10/2004
California
Merced
Merced
3613 N Garner Rd
2/27/2004
California
Merced
Livingston
5679 Arena Way
4/6/2004
California
Merced
Hilmar
20295 August Rd
4/15/2004
California
Merced
Cressey
9835 Cressey
6/3/2004
California
Merced
Delhi
16235 Redbud Ct
6/29/2004
California
Merced
South Dos Palos
8827 W K St
7/23/2004
California
Merced
Winton
6280 Central Ave
8/8/2004
California
Merced
Winton
9605 Eucalyptus Ave
8/8/2004
California
Merced
Hilmar
19511 Williams Ave
10/13/2004
California
Merced
Merced
321 S 59 S Hwy
1/3/2005
California
Merced
Gustine
8450 Highway 33 S Hwy
3/2/2005
California
Merced
Atwater
9000 Moran Ave
5/11/2005
California
Merced
Atwater
1236 Hull Rd
9/23/2005
California
Merced
Stevinson
23875 Second Avenue
3/27/2006
California
Merced
Los Banos
313 J Street
8/11/2006
California
Merced
Atwater
1001 Sandpiper Way
11/15/2006
California
Merced
Delhi
8620 Hinton
11/15/2006
California
Merced
Merced
824 S Freya
1/25/2007
California
Merced
Winton
7409 Amanda Drive
3/13/2007
California
Merced
Merced
2499 East Gerard Avenue
3/21/2007
California
Merced
Merced
14717 East 272nd
9/6/2007
California
Merced
Hilmar
250 N Union
10/12/2007
California
Merced
Merced
5 West 25th Street 2
1/16/2008
California
Merced
Stevinson
2917 Cemetery Road
2/20/2008
California
Merced
Stevinson
2991 Cemetery
2/20/2008
California
Merced
Winton
6814 Arlene Way
3/12/2008

California
Merced
Atwater
4146 South Elliott Road
8/11/2008
California
Merced
Delhi
15575 August Avenue
9/8/2008
California
Merced
Ballico
11368 North Santa Fe Avenue
1/10/2010
California
Merced
Hilmar
19542 East First Street
4/1/2010
California
Merced
Winton
7125 North Vine Avenue
4/21/2010
California
Merced
Stevinson
2228 Nelander Avenue
4/27/2010
California
Merced
Livingston
15290 Sunset Drive
5/22/2010
California
Merced
Delhi
9640 Sands Road
6/6/2010
California
Merced
Winton
7040 Myrtle Avenue
2/8/2016
California
Merced
Atwater
2521 Boulder Dr
9/21/2016
California
Monterey
Salinas
1769 Yosemite Cir
5/21/2004
California
Monterey
Pacific Grove
316 Prescott Ln
7/16/2004
California
Monterey
Salinas
18840 Northeast Eisenhowere Drive
6/20/2007
California
Monterey
Salinas
1233 East Polk Street
6/20/2007
California
Monterey
Greenfield
424 7th Avenue
9/19/2010
California
Nevada
Grass Valley
439 Neal St 1
7/30/2004
California
Orange
Laguna Beach
985 Pacific Coast N Hwy
2/1/2004
California
Orange
Buena Park
7555 Beach Blvd 128
2/10/2004
California
Orange
Irvine
173 Topeka
2/11/2004
California
Orange
Tustin
13624 Estero Cir
4/24/2004
California
Orange
Santa Ana
1137 Mcfadden W
7/7/2004
California
Orange
Westminster
7681 Baylor Dr
7/15/2004
California
Orange
La Habra
2320 Story Ave
7/16/2004
California
Orange
Garden Grove
8062 Garden Grove Blvd 241
9/21/2004
California
Orange
Orange
2135 Almond W St
10/15/2004
California
Orange
Santa Ana
1233 Genoa S Dr
11/30/2004
California
Orange
Cypress
4812 Grace Avenue
4/10/2006
California
Orange
Westminster
9851 Bolsa Avenue
5/5/2006
California
Orange
Westminster
5051 Princeton Avenue
5/17/2006
California
Orange
La Palma
4761 Sharon Drive A
7/17/2006
California
Orange
Stanton
10698 Court Street
9/15/2006
California
Orange
Stanton
7701 Westbrook Way
4/19/2007
California
Orange
Yorba Linda
5471 Jefferson Street
11/13/2007
California
Orange
Fullerton
641 Commonwealth Avenue
12/7/2007
California
Orange
Anaheim
131 Magnolia Avenue
3/21/2008
California
Orange
Anaheim
3554 West Cornelia Circle
3/24/2008
California
Orange
Anaheim
1819 Cris
3/27/2008
California
Orange
Anaheim
1261 Placentia Street
3/29/2008
California
Orange
Anaheim
2500 East Terrace Street
4/8/2008
California
Orange
Santa Ana
1314 Harbor Boulevard
4/9/2008
California
Orange
Garden Grove
9755 Bixby Avenue
4/11/2008
California
Orange
Costa Mesa
929 Joann Street
5/13/2008
California
Orange
Santa Ana
3012 Halladay
5/19/2008
California
Orange
Santa Ana
412 Baker Street
5/21/2008
California
Orange
Orange
207 Esplande Street
5/30/2008
California
Orange
Santa Ana
702 Santa Ana Boulevard
7/14/2008
California
Orange
Anaheim
622 Velare Avenue
9/16/2008
California
Orange
Westminster
13100 Goldenwest Street
4/28/2009
California
Orange
Santa Ana
1450 Auto Drive
5/11/2009

California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
California
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California
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California
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California
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Orange
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Plumas
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Riverside
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Riverside
Riverside
Riverside
Garden Grove
Westminster
Buena Park
Garden Grove
Anaheim
Placentia
Irvine
Orange
Huntington Beach
Santa Ana
Brea
Santa Ana
Anaheim
Portola
Chester
Quincy Junction
Portola
Desert Hot Springs
Riverside
Hemet
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Hemet
Cathedral City
Hemet
Glen Avon Heights
Corona
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Norco
Hemet
Hemet
Riverside
Corona
Beaumont
Beaumont
Lake Elsinore
Hemet
Hemet
Winchester
Hemet
Indio
Anza
Perris
Victorville
Corona
Perris
San Jacinto
Moreno Valley
Indio
Lake Matthews
10042 Lampson Avenue
6942 Garden Grove Boulevard
7111 Beach Boulevard
13691 Barnett Way
1303 West Marlboro Avenue
745 Dunn
87 Pinestone
2300 North Tustin Avenue
8230 Talbert
4417 Morningside
2595 Imperial Highway
800 South Sullivan Street D3
10141 Gravier St
5630 Casey Jones Road
460 Melissa Avenue
1426 Butterfly Valley Road
324 Bella Vista
66366 6th St
344 N State 148
531 Cedar Ln 2
332 W 11th St
1675 Cobble Ln
68557 C Street
1097 N State St 2
4080 Conning
734 Viewtop Ln
19078 Rising Sun Rd
2574 Ridgecrest
772 N State
225 S Elk St 36
5861 Mitchell
995 Pomona Rd 17
34250 San Timiteo Canyon Rd
1016 Palm Ave
17911 Thoreson
43939 Florida Ave
585 S Santa Fe
33091 Willard
2688 E Florida Ave 18
46540 Padua Cir
57310 Valley Vista
143 Perou St
20197 Nandina Ave
1330 W 8th St 18
618 Bond Dr
437 Mead
25204 Bridle Trail
47800 Madison St 169
17224 Cajon Dr
5/13/2009
5/21/2009
2/10/2010
2/13/2010
2/22/2010
3/16/2010
3/23/2010
3/29/2010
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12/8/2017
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6/11/2004
6/27/2004
7/9/2004
7/21/2004
7/29/2004
8/2/2004
8/29/2004
9/21/2004
9/28/2004

California
Riverside
Banning
1007 Linda Vista Rd
10/26/2004
California
Riverside
Victorville
22875 Rios
11/16/2004
California
Riverside
Menifee
26814 Madera Ct
12/6/2004
California
Riverside
Hemet
4400 Florida W Ave 117
12/8/2004
California
Riverside
Hemet
41251 Rope Rd
1/29/2005
California
Riverside
Perris
4715 Wade Ave
3/3/2005
California
Riverside
San Jacinto
344 N State St Sp 196
6/15/2005
California
Riverside
Perris
19881 Gustin Rd
12/12/2005
California
Riverside
Hemet
525 Gilbert N 49
1/20/2006
California
Riverside
Lake Elsinore
34323 Sunrise Drive
1/27/2006
California
Riverside
Corona
446 Francis E St
2/2/2006
California
Riverside
San Jacinto
610 Washington E Ave
2/22/2006
California
Riverside
Hemet
25873 Riverview Lane
3/15/2006
California
Riverside
Desert Hot Springs
13255 Mexquite Avenue
3/23/2006
California
Riverside
San Jacinto
182 De Anza
4/20/2006
California
Riverside
Nuevo
22788 Via Santana
4/21/2006
California
Riverside
Calimesa
9453 Sharondale Road
6/8/2006
California
Riverside
Riverside
11235 Cypress
6/27/2006
California
Riverside
Mountain Center
63137 Jeraboa Road
4/12/2007
California
Riverside
Corona
379 East Rancho Road
1/2/2008
California
Riverside
Norco
3117 Shadow Canyon Circle
1/31/2008
California
Riverside
Hemet
32809 Red Mountain Road
2/18/2008
California
Riverside
Palm Springs
383 Vereda Norte
6/20/2008
California
Riverside
Perris
21747 Webster Avenue
8/7/2008
California
Riverside
Perris
21881 Oleander Avenue
8/29/2008
California
Riverside
Mira Loma
10351 Oak Bark Lane
11/12/2008
California
Riverside
Desert Hot Springs
12155 Ocotillo Road
4/29/2009
California
Riverside
Hemet
871 San Mateo Circle
5/21/2009
California
Riverside
Temecula
29774 Calle Pantano
2/2/2010
California
Riverside
Riverside
4080 Pedley Road
2/5/2010
California
Riverside
Banning
514 East Victory Avenue
3/21/2010
California
Riverside
Riverside
12172 Severn Way
4/2/2010
California
Riverside
Riverside
11744 Hazeldell Drive
4/2/2010
California
Riverside
Perris
644 Primrose Place
4/8/2011
California
Riverside
Perris
2520 Spectacular Bid Street
7/29/2014
California
Riverside
Moreno Valley
16329 Saddleback Lane
2/3/2015
California
Riverside
Moreno Valley
25399 Todd Drive
8/15/2015
California
Riverside
Moreno Valley
16329 Saddlebrook Lane
2/9/2016
California
Riverside
Hemet
1610 Bluejay Way
3/2/2016
California
Riverside
Indio
43430 Monroe St
9/3/2016
California
Riverside
Coachella
731 Orchard St
10/4/2016
California
Riverside
Mira Loma
12332 Kern River Dr
12/6/2017
California
Riverside
Temecula
30984 Lolita Rd
12/7/2017
California
Sacramento
Sacramento
4405 23rd St
2/4/2004
California
Sacramento
Sacramento
4719 Hayford Way
2/24/2004
California
Sacramento
Sacramento
7624 Birdie Ct
3/23/2004
California
Sacramento
Sacramento
1536 Strader Ave
3/26/2004
California
Sacramento
Sacramento
5867 Auburn Blvd 30
3/30/2004
California
Sacramento
Sacramento
2530 Street S 8
4/1/2004

California
Sacramento
Rancho Cordova
10892 Walnutwood Way
4/4/2004
California
Sacramento
Elverta
2495 Rhine Way
8/5/2004
California
Sacramento
Sacramento
3534 Summer Park Dr 354
10/8/2004
California
Sacramento
Elk Grove
5354 Jade Creek
2/23/2005
California
Sacramento
Elverta
2110 Quail Ranch Court
2/28/2006
California
Sacramento
Sacramento
4144 Cabinet Circle
3/6/2006
California
Sacramento
5140 W Sherman Island Road
5/13/2006
California
Sacramento
Sacramento
7662 Country Park Drive
6/6/2006
California
Sacramento
Sacramento
5230 Palm
1/30/2007
California
Sacramento
Sacramento
2681 Fairfield Street
2/13/2007
California
Sacramento
Citrus Heights
7401 Lovato
6/23/2007
California
Sacramento
Sacramento
6316 Welty Way
12/3/2008
California
Sacramento
Galt
132 4th
4/20/2010
California
San Bernardino
Fontana
14430 Santa Ana
1/15/2004
California
San Bernardino
Ontario
844 Wysteria E Ct
1/21/2004
California
San Bernardino
Redlands
1034 Alta St
1/28/2004
California
San Bernardino
Victorville
16717 C St
1/30/2004
California
San Bernardino
Chino
11838 Central Ave 93
2/11/2004
California
San Bernardino
Rialto
349 N Lilac
2/17/2004
California
San Bernardino
Apple Valley
21845 Arapahoe St 1
2/17/2004
California
San Bernardino
Victorville
16868 Stoddard Wells Rd
2/19/2004
California
San Bernardino
Twentynine Palms
4828 Lear Ave
2/22/2004
California
San Bernardino
Hesperia
14926 Fir St
2/25/2004
California
San Bernardino
San Bernardino
1443 Cedar 23
3/9/2004
California
San Bernardino
Victorville
15330 Condor Rd
3/9/2004
California
San Bernardino
Newberry Springs
52875 Bedford Rd
3/25/2004
California
San Bernardino
Fontana
13519 Arrow Rt
3/30/2004
California
San Bernardino
Twentynine Palms
7580 Mac Rd
3/31/2004
California
San Bernardino
San Bernardino
1443 Cedar St 1
4/9/2004
California
San Bernardino
Twentynine Palms
5665 Aeronia
4/15/2004
California
San Bernardino
Baker
71759 Baker Blvd
4/16/2004
California
San Bernardino
Highland
7409 Los Feliz Dr
4/23/2004
California
San Bernardino
San Bernardino
3160 N State St
4/23/2004
California
San Bernardino
Phelan
8135 Joshua St
4/27/2004
California
San Bernardino
Chino
12018 Central Ave
5/13/2004
California
San Bernardino
Highland
25715 Lime St
5/18/2004
California
San Bernardino
Apple Valley
10620 Matilija
5/21/2004
California
San Bernardino
San Bernardino
2176 Amanda St
5/21/2004
California
San Bernardino
Highland
28457 Merrion Ave
5/21/2004
California
San Bernardino
Joshua Tree
62475 Cove Ln
5/27/2004
California
San Bernardino
Apple Valley
10808 Mills Rd
6/2/2004
California
San Bernardino
Barstow
24966 Camino Del Sol St
6/7/2004
California
San Bernardino
Hesperia
15356 Pendleton
6/16/2004
California
San Bernardino
Twentynine Palms
68077 Indian Trail
6/16/2004
California
San Bernardino
Muscoy
2544 3rd St
6/23/2004
California
San Bernardino
Newberry Springs
47962 Horner Rd
6/24/2004
California
San Bernardino
Hesperia
11976 Mariposa Rd
7/3/2004
California
San Bernardino
Ontario
1506 E Highland Ct
7/26/2004
California
San Bernardino
Fontana
7642 Kempster Ave
9/7/2004

California
San Bernardino
Phelan
6721 Nielson Rd
9/17/2004
California
San Bernardino
Barstow
2577 Community Blvd
9/18/2004
California
San Bernardino
Joshua Tree
3255 Sunset Rd
9/26/2004
California
San Bernardino
Hesperia
7892 Alston
10/1/2004
California
San Bernardino
Rancho Cucamonga
7651 Effen
10/1/2004
California
San Bernardino
Newberry Springs
35377 Newberry Rd
10/11/2004
California
San Bernardino
Phelan
11480 Macron
10/19/2004
California
San Bernardino
Victorville
17053 B St
10/19/2004
California
San Bernardino
Victorville
16688 Hughes
10/21/2004
California
San Bernardino
Redlands
28565 San Timoteo Canyon
10/25/2004
California
San Bernardino
San Bernardino
1162 E 2nd
11/16/2004
California
San Bernardino
Bloomington
16742 14th St
11/17/2004
California
San Bernardino
Barstow
29779 N 1st
11/18/2004
California
San Bernardino
Chino Hills
15553 Esther St
12/13/2004
California
San Bernardino
San Bernardino
2547 3rd Ave
12/28/2004
California
San Bernardino
Trona
13860 Fremont St 2
12/30/2004
California
San Bernardino
Barstow
434 S Second St 1
1/1/2005
California
San Bernardino
Upland
359 Seventh St
1/5/2005
California
San Bernardino
San Bernardino
123 E 11th St
1/19/2005
California
San Bernardino
San Bernardino
1318 E Gould St
1/22/2005
California
San Bernardino
Redlands
2155 Citrus Ave 112
2/14/2005
California
San Bernardino
Yucaipa
12470 15th St
5/25/2005
California
San Bernardino
Hesperia
10721 Maple St
7/29/2005
California
San Bernardino
Victorville
16262 Yucca Ave
8/1/2005
California
San Bernardino
San Bernardino
11571 5th St
8/29/2005
California
San Bernardino
Victorville
11550 White Rd
10/17/2005
California
San Bernardino
Hesperia
9553 Los Banos Ave
1/12/2006
California
San Bernardino
Victorville
13126 Mesa
2/7/2006
California
San Bernardino
Ontario
956 Princeton W St
2/10/2006
California
San Bernardino
Victorville
16755 Union St B
2/24/2006
California
San Bernardino
Victorville
15618 Topango Road
3/2/2006
California
San Bernardino
San Bernardino
2131 Genevieve Street
3/10/2006
California
San Bernardino
Victorville
13602 Nassau Drive
3/15/2006
California
San Bernardino
San Bernardino
756 W 19 St
3/16/2006
California
San Bernardino
Fontana
17265 Lurelane Street
3/20/2006
California
San Bernardino
Redlands
828 6th Street
3/23/2006
California
San Bernardino
Hesperia
11516 Hawthorne
3/25/2006
California
San Bernardino
Newberry Springs
42378 Silver Valley Road
4/21/2006
California
San Bernardino
Hesperia
9393 Hickory
6/8/2006
California
San Bernardino
Hesperia
10983 4th Avenue
6/9/2006
California
San Bernardino
Oro Grande
21451 National Trails Highway
6/13/2006
California
San Bernardino
Fontana
13449 Ivy
6/15/2006
California
San Bernardino
Loma Linda
26232 Newport Avenue
8/1/2006
California
San Bernardino
Yermo
37933 Grandview Avenue
8/10/2006
California
San Bernardino
Yucca Valley
58620 San Marino Drive
9/6/2006
California
San Bernardino
San Bernardino
19829 Kendall Drive
9/12/2006
California
San Bernardino
San Bernardino
2292 Portola Street
10/13/2006
California
San Bernardino
Apple Valley
12618 Pocono Road
10/15/2006
California
San Bernardino
Fontana
14349 Figwood Drive
12/13/2006

California
San Bernardino
Victorville
14349 Hesperia Road
12/21/2006
California
San Bernardino
Apple Valley
20024 Happy Trails Highway
1/4/2007
California
San Bernardino
Hesperia
13010 Prairie Trail
2/22/2007
California
San Bernardino
Pinon Hills
11475 Prado Road
3/27/2007
California
San Bernardino
Victorville
13852 Burning Tree Lane
5/3/2007
California
San Bernardino
Redlands
511 Redlands Boulevard
5/16/2007
California
San Bernardino
Colton
1822 Admiralty Street
6/15/2007
California
San Bernardino
San Bernardino
243 Meridian Avenue
7/18/2007
California
San Bernardino
Victorville
16753 Zenda Street
8/6/2007
California
San Bernardino
Ontario
740 Camalot
9/10/2007
California
San Bernardino
San Bernardino
223 49th
11/7/2007
California
San Bernardino
San Bernardino
1431 7th Street
11/26/2007
California
San Bernardino
Adelanto
17526 Keats Road
11/29/2007
California
San Bernardino
Rialto
624 Etiwanda Avenue
12/22/2007
California
San Bernardino
Joshua Tree
8997 Tortuga Road
1/14/2008
California
San Bernardino
San Bernardino
6317 Bonnie Street
4/3/2008
California
San Bernardino
Fontana
16411 Athol Street
4/17/2008
California
San Bernardino
San Bernardino
7234 Dwight Way
7/1/2008
California
San Bernardino
Landers
57646 Linn Road
10/14/2008
California
San Bernardino
Hesperia
9519 Maple Avenue
10/18/2008
California
San Bernardino
Hinkley
23572 State Highway 58
4/5/2009
California
San Bernardino
Apple Valley
9611 Navajo Road
5/5/2009
California
San Bernardino
Victorville
13143 Sleepy Ridge Lane
3/5/2010
California
San Bernardino
San Bernardino
205 West Benedict Road
4/2/2010
California
San Diego
Boulevard
2605 Paseo Alta Ct
1/7/2004
California
San Diego
San Ysidro
905 Hwy Caliente Rd
1/16/2004
California
San Diego
Santee
8593 Magnolia Ave
1/30/2004
California
San Diego
San Diego
875 Hotel S Cir
1/30/2004
California
San Diego
Escondido
1306 Ronda Ave
3/23/2004
California
San Diego
Fallbrook
422 Catalpa Ln
5/19/2004
California
San Diego
San Diego
6173 Fauna Drive
5/21/2004
California
San Diego
Lakeside
11441 El Nopal
8/12/2004
California
San Diego
Escondido
4314th E Ave 1b
8/31/2004
California
San Diego
San Diego
4242 34th St D
9/16/2004
California
San Diego
Vista
1280 Hacienda Dr G6
11/24/2004
California
San Diego
Escondido
16975 Guejito Rd
3/3/2005
California
San Diego
Escondido
1825 East Valley Way
6/6/2006
California
San Diego
Vista
1710 Avocado Drive
9/14/2006
California
San Diego
Oceanside
3965 Brown Street
9/20/2006
California
San Diego
Vista
663 Eucalyptus
4/3/2007
California
San Diego
La Puente
1254 Bannon
5/10/2007
California
San Diego
San Diego
3835 Midway #203 Drive
6/20/2007
California
San Diego
Vista
526 Mar Vista Drive
11/29/2007
California
San Diego
Vista
1610 N Santa Fe
4/9/2008
California
San Diego
Valley Center
30118 Miller Road
11/7/2008
California
San Diego
San Diego
9777 De La Amistad Viaduct
6/12/2009
California
San Diego
Escondido Junction
1531 Montiel
1/20/2010
California
San Diego
Carlsbad
847 Laguna
8/8/2010
California
San Diego
Carlsbad
382 Acacia
8/8/2010

California
San Diego
Alpine
404 Summerhill Terrace
12/2/2013
California
San Francisco
San Francisco
35 Belvedere St 5
3/29/2006
California
San Joaquin
Stockton
7790 N Ashley Ln
1/20/2004
California
San Joaquin
Stockton
9800 E Eight Mile Rd
4/16/2004
California
San Joaquin
Stockton
5708 N Highway 99
4/18/2004
California
San Joaquin
Stockton
1560 Silver Creek
4/22/2004
California
San Joaquin
Stockton
10285 Hildreth Ln
6/30/2004
California
San Joaquin
Stockton
2717 W March Ln
7/31/2004
California
San Joaquin
Stockton
2654 W March Ln 304
8/4/2004
California
San Joaquin
Stockton
3416 Farmington E Rd 2
8/26/2004
California
San Joaquin
Stockton
2274 E Fremont
9/25/2004
California
San Joaquin
Stockton
2071 La Jolla Dr
4/25/2005
California
San Joaquin
Stockton
2553 Michaelangelo Drive
6/1/2006
California
San Joaquin
Tracy
14703 Finck Road
8/3/2006
California
San Joaquin
Stockton
301 Morada
4/19/2007
California
San Joaquin
Manteca
481 South Union Road
4/20/2007
California
San Joaquin
Lathrop
15523 Sixth Street
10/11/2007
California
San Joaquin
Tracy
11422 West Larch Road
3/14/2008
California
San Luis Obispo
Atascadero
1400 San Ramon
1/5/2004
California
San Luis Obispo
Atascadero
4080 Dolores Avenue
3/14/2006
California
San Luis Obispo
Grover Beach
448 North 9th Street
3/30/2006
California
San Luis Obispo
Morro Bay
525 Atascadero Road
7/12/2006
California
San Luis Obispo
San Luis Obispo
3500 Bullock
8/29/2006
California
San Luis Obispo
Paso Robles
749 Orchard
9/5/2006
California
San Luis Obispo
Templeton
30 Danelion Road
1/15/2007
California
San Luis Obispo
Nipomo
155 East Price Street
4/29/2008
California
San Luis Obispo
San Luis Obispo
1771 Cordova
12/7/2011
California
San Mateo
East Palo Alto
1894 Bay Road
6/4/2006
California
San Mateo
Belmont
926 South Road
6/21/2006
California
San Mateo
Daly City
439 Bonnie Street
1/14/2010
California
Santa Clara
San Jose
3570 Columbine Dr
1/15/2004
California
Santa Clara
San Jose
110 Roundtable Dr 1
2/8/2004
California
Santa Clara
Gilroy
7860 Driftwood Ter A
4/3/2004
California
Santa Clara
San Jose
1374 Randol Ave
5/5/2004
California
Santa Clara
Santa Clara
1232 Warburton Ave
6/8/2004
California
Santa Clara
San Jose
90 Saddlebrook Dr
6/22/2004
California
Santa Clara
San Jose
935 Foxchase Dr 413
9/21/2004
California
Santa Clara
Morgan Hill
6760 Croy Rd
9/29/2004
California
Santa Clara
Los Altos
25562 Fernhill Dr
10/26/2004
California
Santa Clara
San Jose
2251 Lansford Ave
11/15/2004
California
Santa Clara
San Jose
1425 Stahl St
10/16/2005
California
Santa Clara
San Jose
1560 Darlene Ave
1/24/2006
California
Santa Clara
San Jose
1919 Fruitdale Avenue
5/11/2006
California
Santa Clara
San Jose
4075 Hobart Avenue
4/27/2007
California
Santa Clara
Campbell
768 Nevins Street
7/11/2007
California
Santa Clara
San Jose
2475 Glen Angus Way
2/21/2008
California
Santa Clara
Santa Clara
2597 Borax Drive
2/22/2008
California
Santa Clara
San Jose
843 Spindrift Way
3/18/2008
California
Santa Clara
San Jose
1480 Douglas Street
3/20/2008

California
Santa Clara
San Jose
71 Avenida Espana
5/29/2008
California
Santa Clara
San Jose
973 Idlewood Drive
8/31/2008
California
Santa Clara
San Jose
800 Saratoga Avenue A308
6/10/2010
California
Santa Clara
Gilroy
2250 Roop Rd Road
8/19/2010
California
Santa Clara
San Jose
5674 San Felipe Road
8/26/2010
California
Santa Clara
Santa Clara
2147 Newhall Street
3/9/2011
California
Santa Clara
San Jose
315 N 21st Street
9/18/2015
California
Santa Clara
Santa Clara
930 El Camino Real
5/19/2016
California
Santa Cruz
Soquel
2600 41st St
8/12/2004
California
Santa Cruz
Santa Cruz
911 Soquel Ave
3/18/2005
California
Santa Cruz
Santa Cruz
231 Felix Street
5/2/2006
California
Santa Cruz
Santa Cruz
870 17th Avenue
9/29/2006
California
Santa Cruz
Watsonville
216 Silverleaf Drive
10/17/2007
California
Santa Cruz
Santa Cruz
15769 Comstock Mill Road
3/13/2008
California
Santa Cruz
Capitola
1066 41st Avenue
9/12/2010
California
Shasta
Redding
1420 Arizona Street
2/2/2004
California
Shasta
Redding
781 S Street
3/21/2004
California
Shasta
Redding
12691 Williamson Rd
3/30/2004
California
Shasta
Anderson
6465 Saddle Trail Rd
7/29/2004
California
Shasta
Redding
80 Churn Creek Rd
7/18/2005
California
Shasta
Igo
14463 Windwalker Ln
3/27/2006
California
Shasta
Shingletown
7498 Hilda Rd
4/13/2006
California
Shasta
Redding
3115 Stratford Avenue
9/19/2006
California
Shasta
Redding
1571 College View Drive
8/29/2007
California
Shasta
Redding
13922a Sundust Road
3/11/2010
California
Siskiyou
Weed
208 Jackson St
2/21/2004
California
Siskiyou
Dorris
2100 Sheepy Island Rd 437
3/3/2004
California
Solano
Vallejo
1130 Monterey St
2/12/2004
California
Solano
Dixon
805 N Adams St 110
3/23/2004
California
Solano
Vallejo
1163 Lewis Ave
3/30/2004
California
Solano
Vallejo
618 Main St
4/20/2004
California
Solano
Vallejo
136 Hogan St
5/14/2004
California
Solano
Suisun City
515 Crested Dr
3/9/2005
California
Solano
Vacaville
7234 Shelton Ln
9/29/2005
California
Solano
Dixon
9155 Olmo Rd
3/3/2006
California
Solano
Vallejo
318 Taper Avenue
1/31/2008
California
Solano
Vacaville
148 Lomita Avenue
3/5/2008
California
Solano
Vallejo
264 Flyingcloud Court
4/30/2010
California
Stanislaus
Ceres
4837 Faith Home Rd 119
1/1/2004
California
Stanislaus
Oakdale
143 N 6th St
1/5/2004
California
Stanislaus
Modesto
3356 Maze W Blvd
1/17/2004
California
Stanislaus
Hickman
948 Hickman Rd
1/20/2004
California
Stanislaus
Modesto
1520 Prospect Ln
1/24/2004
California
Stanislaus
Stanislaus
13660 Carpenter Rd
2/7/2004
California
Stanislaus
Waterford
575 E St
3/5/2004
California
Stanislaus
Turlock
6407 Mitchell Rd
4/12/2004
California
Stanislaus
Turlock
1625 Larkspur St
6/29/2004
California
Stanislaus
Ceres
4022 Esmail Keyes
7/2/2004
California
Stanislaus
Modesto
2009 Monticello Ave
7/13/2004

California
Stanislaus
Modesto
1312 Mchenry 111
7/13/2004
California
Stanislaus
Modesto
1516 Bollinger Ct
9/1/2004
California
Stanislaus
Modesto
1240 N 9th St 10
9/5/2004
California
Stanislaus
Denair
5319 Berkeley Ave
9/19/2004
California
Stanislaus
Modesto
8100 Yosemite Blvd
10/3/2004
California
Stanislaus
Oakdale
13537 Orange Blossom Rd
10/22/2004
California
Stanislaus
Oakdale
410 Arboles Way
10/26/2004
California
Stanislaus
Turlock
265Ironwood
10/30/2004
California
Stanislaus
Turlock
357 E Olive Ave
11/4/2004
California
Stanislaus
Oakdale
755 River Ave
11/29/2004
California
Stanislaus
Oakdale
445 N Fifth
12/6/2004
California
Stanislaus
Modesto
3708 Almeria Dr
12/11/2004
California
Stanislaus
Ceres
2033 Hackett Rd
1/18/2005
California
Stanislaus
Modesto
400 Algen Ave
2/2/2005
California
Stanislaus
Denair
4540 Arnold Rd
2/2/2005
California
Stanislaus
Modesto
1022 Calder Ct
3/26/2005
California
Stanislaus
Grayson
1705 Hito Dr
4/7/2005
California
Stanislaus
Modesto
205 Glacier Ave
1/18/2006
California
Stanislaus
Riverbank
3939 Minniear Ave
1/31/2006
California
Stanislaus
Modesto
3500 Plain View Road
3/7/2006
California
Stanislaus
Ceres
527 Mitchell Rd
3/22/2006
California
Stanislaus
Ceres
3707 Monte Vista E Ave
3/24/2006
California
Stanislaus
Modesto
1411 Scenic Drive
4/24/2006
California
Stanislaus
Modesto
110 Wisenor
5/18/2006
California
Stanislaus
Modesto
2008 Stracker Way
6/8/2006
California
Stanislaus
Modesto
620 Paradise Road
9/13/2006
California
Stanislaus
Modesto
306 Locust Street
9/14/2006
California
Stanislaus
Ceres
1743 Central
10/20/2006
California
Stanislaus
Modesto
665 7th Street
12/4/2006
California
Stanislaus
Modesto
1331 Paradise Road
6/3/2007
California
Stanislaus
Turlock
201 G Street
6/26/2007
California
Stanislaus
Turlock
1105 Berea
9/15/2007
California
Stanislaus
Turlock
1090 Denair Avenue
1/6/2008
California
Stanislaus
Newman
531 Lady Slipper
1/15/2008
California
Stanislaus
Turlock
1125 South Tegner Road A
2/16/2008
California
Stanislaus
Turlock
3800 Crowell Road
4/18/2008
California
Stanislaus
Modesto
1016 East Marlow
6/19/2008
California
Stanislaus
Hickman
861 Meier Road
6/19/2008
California
Stanislaus
Modesto
1016 Marlow
6/19/2008
California
Stanislaus
Turlock
590 Minaret Avenue
8/5/2008
California
Stanislaus
Ceres
112 Taylor Road
8/25/2008
California
Stanislaus
Ceres
1948 Evans Road
11/16/2008
California
Stanislaus
Ceres
1528 Evans Road
11/18/2008
California
Stanislaus
Turlock
677 North Soderquist Road
12/15/2008
California
Stanislaus
Denair
18000 Keyes Road
4/14/2009
California
Stanislaus
Turlock
4519 Moffett Road
4/22/2009
California
Stanislaus
Patterson
1830 Orange Avenue
5/3/2009
California
Stanislaus
Ceres
3107 Taylor Road
5/19/2009
California
Stanislaus
Ceres
3107 East Taylor Road
5/19/2009

California
Stanislaus
Turlock
6107 Mountain View Road
5/19/2009
California
Stanislaus
Modesto
1898 Skylane Way
5/21/2009
California
Stanislaus
Oakdale
20601 Warnerville Road
5/28/2009
California
Stanislaus
Turlock
460 Moffet Road
5/29/2009
California
Stanislaus
Riverbank
2924 Stanislaus Street
6/18/2009
California
Stanislaus
Oakdale
10742 Pioneer Avenue
6/30/2009
California
Stanislaus
Ceres
2329 6th Street
2/5/2010
California
Stanislaus
Turlock
1180 West Linwood Avenue
2/9/2010
California
Stanislaus
Riverbank
3238 Pocket Avenue
5/22/2010
California
Stanislaus
Newman
1200 Main Street
7/26/2010
California
Stanislaus
Modesto
1600 French
8/11/2011
California
Stanislaus
Hughson
1828 White Birtch Drive
8/28/2011
California
Stanislaus
Modesto
1749 Poland
2/9/2012
California
Sutter
Yuba City
2898 Mckenly Rd
1/11/2004
California
Sutter
Yuba City
1400 Lytle Rd
2/17/2004
California
Sutter
Yuba City
1718 Elmer Rd
3/10/2004
California
Sutter
Yuba City
1292 Harter Rd
5/11/2004
California
Sutter
Sutter
2235 Madrone St
5/17/2004
California
Sutter
Yuba City
1619 Franklin Rd K
6/7/2004
California
Sutter
Yuba City
1081 Northridge Dr
9/1/2004
California
Sutter
Yuba City
400 Walton N Ave 3
9/2/2004
California
Sutter
Yuba City
761 Chestnut St
10/18/2004
California
Sutter
Yuba City
413 Pine St
10/30/2004
California
Sutter
Yuba City
1368 Hutchinson A
11/5/2004
California
Sutter
Live Oak
2691 Stafford Dr
11/10/2004
California
Sutter
Yuba City
24 Central Ave
12/11/2004
California
Sutter
Yuba City
132 S Walton Ave A
12/22/2004
California
Sutter
Yuba City
1587 Gray Ave
2/15/2005
California
Sutter
Live Oak
9755 O St
4/7/2005
California
Sutter
Yuba City
1341 Dustin Dr 39
9/1/2005
California
Sutter
Yuba City
4098 Marlette Rd
1/23/2006
California
Sutter
Yuba City
1115 Marcia Avenue
2/18/2006
California
Sutter
Yuba City
1250 Kenny Drive
5/19/2006
California
Sutter
Yuba City
617 Forbes Avenue
1/2/2007
California
Tehama
Corning
6330 Piedmont Rd
9/27/2004
California
Tehama
Corning
323 Rio Del Rey Court
7/31/2006
California
Tehama
Red Bluff
19932 Sawtooth Drive
8/1/2006
California
Tehama
Los Molinos
24881 68th
4/28/2010
California
Trinity
Trinity Center
360 Maude Avenue
3/11/2007
California
Tulare
Woodville
16477 Hudson Ave
1/29/2004
California
Tulare
Porterville
27003 Avenue 120
2/7/2004
California
Tulare
Lindsay
1445 E Honolulu
3/24/2004
California
Tulare
Dinuba
39780 Road 56
3/31/2004
California
Tulare
Tulare
26442 99 Hwy 210
5/26/2004
California
Tulare
Porterville
1611 E Success Drive
1/7/2006
California
Tulare
Porterville
670 E Poplar
1/7/2006
California
Tulare
Cutler
39500 Road 136
4/28/2006
California
Tulare
Tipton
14144 Road 152
8/9/2006
California
Tulare
Dinuba
38929 Road 84
8/17/2006

California
Ventura
N/a
5892 Santa Clara Rd
2/22/2006
California
Ventura
Ventura
1300 Saratoga Street
5/4/2006
California
Ventura
Fillmore
2989 West W Telegraph Road Highway
6/14/2006
California
Ventura
Oxnard
765 Kohala Street
11/9/2006
California
Ventura
Thousand Oaks
982 East Janas Road
3/20/2007
California
Yolo
West Sacramento
1155 Linden Rd
1/13/2004
California
Yolo
Woodland
1730 Donner Way
3/10/2004
California
Yolo
West Sacramento
1900 Evergreen Avenue
3/30/2007
California
Yuba
Marysville
1118 1 St
4/6/2004
California
Yuba
Marysville
1205 E 22nd St
4/12/2004
California
Yuba
Marysville
222 H St
4/14/2004
California
Yuba
Marysville
1804 Hile Ave C
5/12/2004
California
Yuba
Marysville
1505 Ramirez Rd
5/20/2004
California
Yuba
Arboga
13814 Charlies Ln
5/27/2004
California
Yuba
Marysville
5956 Park Ave O
7/18/2004
California
Yuba
Marysville
5818 Park Ave
8/3/2004
California
Yuba
Marysville
5931 Redburn Ave
8/8/2004
California
Yuba
Marysville
1735 N Beale Rd
9/10/2004
California
Yuba
Olivehurst
3735 Arboga Rd
9/27/2004
California
Yuba
Olivehurst
4456 College
9/28/2004
California
Yuba
Marysville
2209 Boulton Way
10/18/2004
California
Yuba
Marysville
976 Kay St
10/25/2004
California
Yuba
Olivehurst
1941 14th St
11/3/2004
California
Yuba
Olivehurst
4461 College Way
11/17/2004
California
Yuba
Marysville
5395 Feather River Blvd
12/21/2004
California
Yuba
Olivehurst
1696 10th Ave
1/27/2005
California
Yuba
Marysville
5528 Alicia Ave
2/22/2005
California
Yuba
Marysville
5696 Arboga Rd
3/9/2005
California
Yuba
Marysville
1100 E 17th St 36
5/18/2005
California
Yuba
Marysville
885 Grand Ave
5/24/2005
California
Yuba
Marysville
209 E St
12/13/2005
California
Yuba
Marysville
1097 Vine Ave
1/12/2006
California
Yuba
Olivehurst
1440 Broadway Rd
1/17/2006
California
Yuba
Loma Rica
5124 Wolf Trail
1/25/2006
California
Yuba
Olivehurst
3948 Shimer Rd
1/31/2006
California
Yuba
Olivehurst
4605 Summers Ln
1/31/2006
California
Yuba
Marysville
647 Ramirez Rd B
2/16/2006
California
Yuba
Marysville
714 Boyer Road
3/30/2006
California
Yuba
Marysville
5514 Feather River Boulevard
7/13/2006
California
Yuba
Marysville
8369 Hwy 70
10/3/2006
California
Yuba
Marysville
7340 Doc Adams Road
10/9/2006
California
Yuba
Marysville
1164 Redwood Avenue
6/11/2007
California
Yuba
Marysville
4499 East Erle Road
7/7/2007

National Flood Hazard Layer FIRMette FEMA
Legend
117o15'28"W 33o11'29"N
0 250 500 1,000 1,500 2,000
Basemap: USGS National Map: Orthoimagery. Data refreshed October, 2020

SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation (BFE)
Zone A. V. A99
SPECIAL FLOOD With BFE or Depth Zone AE, AO, AH, VE, AR HAZARD AREAS Regulatory Floodway

0.2%Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zone x
Future Conditions 1%Annual
Chance Flood Hazard zone
Area with Reduced Flood Risk due to
OTHER AREAS OF Levee. See Notes. zone x
FLOOD HAZARD Area with Flood Risk due to Levee zone D
NOSCREEN Area of Minimal Flood Hazard zonex
Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard zone D
GENERAL - — - - Channel, Culvert, or Storm Sewer
STRUCTURES I I I I I I I Levee, Dike, or Floodwall
8 Cross Sections with 1%Annual Chance
17•5 Water Surface Elevation
a - - - Coastal Transect
sn— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
— --- Coastal Transect Baseline
OTHER
_ Profile Baseline

FEATURES
Hydrographic Feature
Digital Data Available N
Cj No Digital Data Available

MAP PANELS
® Unmapped
The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.

This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.

The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 7/15/2021 at 12:07 PM and does not
reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or
become superseded by new data overtime.

This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for
regulatory purposes.

APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drive
Vista, CA 92081
Inquiry Number: 6558122.7
June 30, 2021
6 Armstrong Road
Shelton, CT 06484
800.352.0050
(CEDWEnvironmental Data Resources Inc www.edrnet.com

EDR Environmental Lien and AUL Search
The EDR Environmental Lien and AUL Search Report provides results from a search of available current land title records for environmental cleanup liens and other activity and use limitations, such as engineering controls and institutional controls.

A network of professional, trained researchers, following established procedures, uses client supplied address information to:
• search for parcel information and/or legal description; • search for ownership information;
• research official land title documents recorded at jurisdictional agencies such as recorders' offices, registries of deeds, county clerks' offices, etc.;
• access a copy of the deed;
• search for environmental encumbering instrument(s) associated with the deed; • provide a copy of any environmental encumbrance(s) based upon a review of key words in the instrument(s) (title, parties involved, and description); and • provide a copy of the deed or cite documents reviewed.

Thank you for your business.

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

Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission.

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

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

EDR Environmental Lien and AUL Search

TARGET PROPERTY INFORMATION

ADDRESS
S Melrose Drive/Matagual Drive
APNs 166-280-60, -61 and -18
Vista, CA 92081

ENVIRONMENTAL LIEN
Environmental Lien: Found ❑ Not Found ❑X
OTHER ACTIVITY AND USE LIMITATIONS (AULs)
AULs: Found ❑ Not Found ❑X
6558122.7 Page 1

RESEARCH SOURCE
Source 1:

San Diego Recorder
San Diego, CA

PROPERTY INFORMATION
Deed 1:

Type of Deed:

Title is vested in:

Title received from:

Deed Dated
Deed Recorded:

Book:

Page:

Volume:

Instrument:

Docket:

Land Record Comments:

Miscellaneous Comments:

Legal Description
Legal Current Owner:

Parcel # / Property Identifier:
deed
Jerry Michael & Christine M Suppa Trustees
Jerry Michael & Christine M Suppa Trustees
5/17/2006
5/24/2006
NA
na
na
na
NA
See Exhibit
Jerry Michael & Christine M Suppa Trustees
166-280-18-00, 166-280-60-00
Comments: See Exhibit

Deed Exhibit 1

RECORDING REQUESTED BY:

DOC tt 2006-0368438
Old Republic Title Company
ORDER #: 2515004383-CP
APN #: 166-280-18-00C}�
WHEN RECORDED MAIL TO iv
Christine M. Suppa & Jerry Michael Suppa
PO BOX 836
Rancho Santa Fe, CA 92067 17879
MAY 24, 2006 4:40 PM
OFFIC4AL RECORDS
SAP! DIEGO COUNTY RECORDER'S OFFICE

GREGORY J SMITH, COUNTY RECORDER
FEES: 16,00
OC: OC
PAGES: 4
IYII! IIII IIIII Hill 1111IjigpII III dill 11I11 9111 111111111111111111 0368438

SPACE ABOVE THIS LINE FOR RECORDERS USE
Grant Deed
The undersigned grantor(s) declare(s):

Documentary transfer tax is $0.00 Vesting Correction
{) computed on full value of property conveyed, or
( ) computed on full value less of liens and encumbrances remaining at time of sale.

O Unincorporated area: (x) City of Vista
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Jerry Michael Suppa and Christine M. Suppa, Co -Trustees of the Suppa Family Trust, Dated February 15, 1987, who acquired title as Jerry Michael Suppa and Christine M Suppa, Co Trustees of their successors in Trust under the Suppa Family Trust Dated February 18, 1987 and any amendments hereto. hereby GRANT(S) to
Jerry Michael Suppa and Christine M. Suppa, Co -Trustees of the Suppa Family Trust, Dated February 15, 1987 that property in City of Vista, Sari Diego County, State of California, described as follows:

See "Exhibit A" attached hereto and made a part hereof.

Mail Tax Statements to Grantee at address above
Date May 17, 2006
State of California
County of San Diego
On I `&l 1 % a 06 (4 before me,
Kit ' weli
a Not a Public irk and for said S te, personally apgeared _ �J?rl'Sw rVC M. U iac Or7
:der fv Mrh&e—1 , r3 JCL..
personally known to me (or proved to me on the basis of satisfactory evidence) to be a erson s w ose name s is/are subscribed to the w—Thin instrument an acknowledged to me that hef&k4thLey executed the same in Isis/ /e heir authorized rabies), and that by bushier their si natures on the
instrument the,person(s), or the entity upon behalf of which the perso s acted, executed the instrument.

WITNESS my hand and official seal.

Signature 6
Name • OWN
(typed or printed)
Christine M. Suppa, Co Trustee V(,
(��o A6141�
Jlr Mi ael Suppa66 T e
KEWE K. OWEN
Commbsion 4►1466501
-r Notary Public - Caftmio
jr
San Diego County
W Comm. EOW Jan 29. 2008
area for

MAIL TAX STATEMENTS AS DIRECTED ABOVE

EXHIBIT A
17880
ORDER NO.: 2515004383-3
The land referred to is situated in the County of San Diego, City of Vista, State of California, and is described as follows:

Parcel B:

Lot 19 of Orleavo Heights Unit No. 5, in the City of Vista, County of San Diego, State of California, according to Map thereof No. 2131, filed in the Office of the County Recorder of San Diego County, September 25, 1928.

Excepting therefrom that portion described as follows:

Beginning at a point in the Northeasterly line of said Lot 19, distant thereon North 61130' West, 59 feet from the most Easterly corner of said Lot 19:

Thence South 61030' East along the Northeasterly line of said Lot 19, a distance of 59 feet; Thence along the Southeasterly line of said Lot 19 as follows: South 57120' West, 67 feet; Thence South 38020' West, 101.50 feet;
Thence South 31000' West, 151 feet;
Thence leaving said Southeasterly line North 27159'16" East, 309.57 feet, more or less to the Point of Beginning.

Also excepting that portion lying Westerly and Southerly of a line described as follows:

Beginning at the Northwest corner of said Lot;
Thence East along the Northerly line of said Lot, a distance of 238.58 feet to the True Point of Beginning of the herein described line;
Thence South 6049'29" East, 183.88 feet to the Northerly line of land described in Deed to Gilbert T. Hinthorne, et ux, by Deed dated April 30, 1953 and recorded May 14, 1953 as File No. 66000 of Official Records;
Thence East along said Northerly line 41.42 feet to an angle point therein; Thence continuing along said Northerly line South 61050'35" East, 192.40 feet to the Northeast corner of said land and the end of the herein described line.

Parcel B-1:

17881
An easement and right of way for ingress and egress for road purposes over a strip of land 10 feet in width lying within a portion of Lot 19 of Orleavo Heights Unit No. 5, in the City of Vista, County of San Diego, State of California, according to Map thereof No. 2131, filed in the Office of the County Recorder of San Diego County, September 25, 1928, the Northerly line being described as follows:

Beginning at an angle point in the Northerly line of said Lot 19 distant thereon 616.76 feet East from the Northwesterly corner of said Lot;
Thence South 27059'16" West, 399.57 feet to the angle point in the Easterly line of said Lot formed by the intersection of the courses having a bearing of -North 101 East and North 310 East;
Thence leaving said angle point North 61050'35" West, 192.40 feet to the True Point of Beginning of the herein described line;
Thence West 280 feet to a point in the Westerly line of said Lot distant thereon North 6149'29" West, 154 feet from the Southwesterly corner thereof. Said easement beginning in a line bearing South 61050'35" East from the True Point of Beginning and ending in said Westerly line of said Lot.

Parcel B-2:

An easement and right of way for road purposes, over and across the Southerly 10.00 feet of that portion of Lot 19 of Orleavo Heights Unit No. 5, in the City of Vista, County of San Diego, State of California, according to Map thereof No. 2131, filed in the Office of the County Recorder of San Diego County, September 25, 1928, as described as follows:

Beginning -at the Northwest corner of said Lot 19;
Thence East along the Northerly line of said Lot, a distance of 234.58 feet; Thence South 6049'29" East, 183.88 feet to the Northerly line of land conveyed to Gilbert T.

Hinthorne, et ux, by Deed dated April 30, 1953 and recorded in Book 4854, Page 542 of Official Records;
Thence West along the North line of said land, 238.58 feet to the Westerly line of said Lot; Thence North 6049'29" West along said Westerly line 183.86 feet to the Point of Beginning.

Parcel B-3:

An easement for public utility purposes over, under, along and across the Northerly 6.00 feet of the Southerly 16.00 feet of that portion of Lot 19 of Orleavo Heights Unit No. 5, in the City of Vista, County of San Diego, State of California, according to Map thereof No. 2131, filed in the Office of the County Recorder of San Diego County, September 25, 1928, described as follows:

Beginning at the Northwest corner of said. Lot 19;

I
I
Thence East along the Northerly line of said Lot, a distance of 234.58 feet; Thence South 6049'29" East, 183.88 feet to the Northerly line of land conveyed to Gilbert T.

STATE WATER RESOURCES CONTROL BOARD
GEoTRACKE,R
MELROSE TEXACO (T0607300068) - (MAP)

CLEANUP OVERSIGHT AGENCIES
VISTA, CA 920836616
CUF Priority Assigned: D
SAN DIEGO COUNTY LOP (LEAD) - CASE #: t

SAN DIEGO COUNTY
CUF Amount Paid: $285,307
CASEWORKER: JONSENANA

LUST CLEANUP SITE ,(I N FO)
SAN DIEGO RWQCB (REGION 9) - CASE #: 9(
COMPLETED - CASE CLOSED AS OF 1012912013 - DEFINITION

PRINTABLE CASE SUMMARY I CSM REPORT
Summary Case Reviews Cleanup Action Report Regulatory Activities Environmental Data (ESI) Site Maps / Documents Community Involvement Related Cases LUST CUF Data
Regulatory Profile

PRINTABLE CASE SUMR

CLEANUP STATUS - DEFINITIONS
COMPLETED -CASE CLOSED AS OF 10/29/2013 -CLEANUP STATUS HISTORY

POTENTIAL CONTAMINANTS OF CONCERN

POTENTIAL MEDIA OF CONCERN

GASOLINE

AQUIFER USED FOR DRINKING WATER SUPPLY

FILE LOCATION

DESIGNATED GROUNDWATER BENEFICIAL USE(S),- DEFINITIONS

LOCAL AGENCY

MUN, AGR, IND

DWR GROUNDWATER SUB -BASIN NAME

CALWATER WATERSHED NAME
Carlsbad - Buena Vista Creek - Vista (904.22)

GROUNDWATER MONITORING FREQUENCY
# OF WELLS MONITORED - SEMI-ANNUALLY: 9
Site History
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APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drive
Vista, CA 92081
Inquiry Number: 6558122.3
June 29, 2021
6 Armstrong Road, 4th floor
(rEDRit Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com

Certified Sanborn® Map Report 06/29/21
Site Name:

APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drivi
Vista, CA 92081
EDR Inquiry # 6558122.3
Client Name:

Geotek
1548 North Maple Street
Corona, CA 92880
Contact: Kyle Mchargue
Cr�
The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Geotek were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn .

The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated.

Certified Sanborn Results:

Certification # 61312-41F7E-137BE
PO # 3706-SD
Project 3706-SD

UNMAPPED PROPERTY
This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found.

Limited Permission To Make Copies
Sanborn® Library search results
Certification #: 6612-4F7E-B7BE
The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:
✓ Library of Congress
✓ University Publications of America
✓ EDR Private Collection
The Sanborn Library LLC Since 1866T"
Geotek (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.

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

EDR and its logos [-including Sanborn and Sanborn Map -are trademar s of Ennronmental Data Resources -Inc -or its affiliatesAllother trademar s used herein are t_e property of tLeir respecti-e o_nersu
6558122 - 3 page 2

APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drive
Vista, CA 92081
Inquiry Number: 6558122.6
June 29, 2021
6 Armstrong Road
Shelton, CT 06484
800.352.0050
CEDW Environmental Data Resources Inc www.edrnet.com

EDR Property Tax Map Report
Environmental Data Resources, Inc.'s EDR Property Tax Map Report is designed to assist environmental professionals in evaluating potential environmental conditions on a target property by understanding property boundaries and other characteristics. The report includes a search of available property tax maps, which include information on boundaries for the target property and neighboring properties, addresses, parcel identification numbers, as well as other data typically used in property location and identification.

Thank you for your business.

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

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

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

12 SA N DIEGO COUNTY

ASSESSORS MAP
BOON. 188. PAGE. 28.,
TEAS AAUP WAS PREPARED FOP ASSESSMENT PURPOSES ONLT. NO LAIBLITY IS

ASSLMED FOR

TIE ACCURACY OF THE DATA SHOWN, ASSESSOR S PARCELS
MAY
MDT COMPLY WITH LOCAL SLEDW15ON OR HULDNG ORDINANCES.

MAP 11475 -VISTA TCT. NO. 83 -8
MAP 2131 -ORLEAVO HEIGHTS UNIT NO. 5
ROS 13648
6558122.6 Page 2

12 SA N DIEGO COUNTY

ASSESSORS MAP
BOON. 188. PAGE. 28.,
TEAS AAUP WAS PREPARED FOP ASSESSMENT PURPOSES ONLT. NO LAIBLITY IS

ASSLMED FOR

TIE ACCURACY OF THE DATA SHOWN, ASSESSOR S PARCELS
MAY
MDT COMPLY WITH LOCAL SLEDW15ON OR HULDNG ORDINANCES.

MAP 11475 -VISTA TCT. NO. 83 -8
MAP 2131 -ORLEAVO HEIGHTS UNIT NO. 5
ROS 13648
6558122.6 Page 3

APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drive
Vista, CA 92081
Inquiry Number: 6558122.4
June 29, 2021
6 Armstrong Road, 4th floor
(rEDRit Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com

EDR Historical Topo Map Report
06/29/21
Site Name:

APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drivi
Vista, CA 92081
EDR Inquiry # 6558122.4
Client Name:

Geotek
1548 North Maple Street
Corona, CA 92880
Contact: Kyle Mchargue
CEDR7
EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Geotek were identified for the years listed below. EDR's Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s.

Search Results:

P.O.#
Project
Maps Provided:
2012
1996,1997
1983
1975
1968
1949
1948
1947
Coordinates:
3706-SD Latitude: 33.187338 33' 11' 14" North
3706-SD Longitude:-117.253 -117' 15' 11" West
UTM Zone: Zone 11 North
UTM X Meters: 476415.84
UTM Y Meters: 3672084.07
Elevation: 353.80' above sea level
1901
1898
1893
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY

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

EDR and its logos Ghcluding Sanborn and Sanborn Map -are trademar-s of Environmental Data Resources -Inc -or its affiliates -All ot-er trademark used -erein are t o property of t eir respecti e o nerd I
6558122 - 4 page 2

Topo Sheet Key
TI is EDR Topo Map Report is based upon tI le follol ing USGS topograp is map sI Ieets I 2012 Source Sheets
San Marcos San Luis Rey
2012 2012

7.5-minute, 24000 7.5-minute, 24000
1996, 1997 Source Sheets
San Marcos
1996

7.5-minute, 24000
Aerial Photo Revised 1996
1983 Source Sheets
San Marcos
1983

7.5-minute, 24000
Aerial Photo Revised 1980
1975 Source Sheets
San Luis Rey
1975

7.5-minute, 24000
Aerial Photo Revised 1975
San Luis Rey
1997

7.5-minute, 24000
Aerial Photo Revised 1997
6558122 - 4 page 3

Topo Sheet Key
TI is EDR Topo Map Report is based upon tl le follo❑ing USGS topograp-ic map sweets❑ 1968 Source Sheets
San Marcos
1968

7.5-minute, 24000
Aerial Photo Revised 1967
1949 Source Sheets
San Luis Rey
1949

7.5-minute, 24000
Aerial Photo Revised 1946
1948 Source Sheets
San Luis Rey
1948

7.5-minute, 24000
Aerial Photo Revised 1946
1947 Source Sheets

OCEANSIDE
1947
15-minute, 50000
San Luis Rey
1968

7.5-minute, 24000
Aerial Photo Revised 1967
San Marcos
1949

7.5-minute, 24000
Aerial Photo Revised 1946
San Marcos
1948

7.5-minute, 24000
Aerial Photo Revised 1946
Y� 1
at

ESCONDIDO
1947
15-minute, 50000
6558122 - 4 page 4

Topo Sheet Key
TI is EDR Topo Map Report is based upon tI le follol ing USGS topograp is map sl Ieets I 1901 Source Sheets
Oceanside Escondido
1901 1901
15-minute, 62500 15-minute, 62500
1898 Source Sheets
Oceanside
1898
15-minute, 62500
1893 Source Sheets
Escondido
1893
15-minute. 62500
Oceanside
1893
15-minute. 62500
6558122 - 4 page 5

CEDW Historical Topo Map 2

ALE TERRAC
,U _ �4 - � � �CIEifTA LINDA DR �� ❑ �nj I �' � Q y�y f+: , 1 � � � y '�C�� i` s. L �❑ LJ ��`~'I / ny i1 + N-EALNEeD
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-
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TE]s report includes information from t❑e
follo❑ing map s❑eetCS®

NW N NE
TIP, San Luis Rey, 2012, 7.5-minute
E, San Marcos, 2012, 7.5-minute
0 Miles 0.25 0.5 1 1.5
SITE -AME❑ APNs 166-280-60, -61 and -18
ADDRESS[] S Melrose Drive/Matagual Drive
Vista, CA 92081
CLIE❑T❑ Geotek 1
N
6558122 - 4 page 6

CEDR® Historical Topo Map 1983
T-is report includes information from Lie
folloLing map s❑eetLSLC
NW N
NE
E, San Marcos, 1983, 7.5-minute
soil
r a i I cr`
ca ii=tl�a �vEi � f/� f Park - -
LIV
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-�-Vie==;' �_o.�-� � �4 �`l• .r'
ORP
�'OCE 1N ; ! o
5�
0 Miles 0.25 0.5 1 1.5
SITE ❑AME❑ APNs 166-280-60, -61 and -18
ADDRESS❑ S Melrose Drive/Matagual Drive
Vista, CA 92081
CLIECT❑ Geotek 1
N
6558122 - 4 page 8

(EEDR®
Historical Topo Map
1975
1 Park I z
•Parkri��q j
v m
Z.
rj fill.
• �� Washington, -
r—CpKEN RO
Jr High Sch
• �`� _ ' Traller�� A
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1 � ,. , 421 • i—1 •• 1 I .
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ms
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Park x i,- • 1 y ,
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Ta k�`�/ ak^
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i �� r RraB�i
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j c
T-is report includes information from t❑e
folloLing map s❑eetLSLO
NW N
NE
TIP, San Luis Rey, 1975, 7.5-minute
0 Miles 0.25 0.5 1 1.5
SITE ❑AME❑ AI 166-280-60, -61 and -18
ADDRESS❑ S Melrose Drive/Matagual Drive
Vista, CA 92081
CLIE❑T❑ Geotek 1
N
6558122 - 4 page 9

CEDR~ Historical Topo Map 19A|
Tjnreport includes information from tue
foUo/ing map auae LS0]
NW w NE
nP,San Luis Rey, 1968.7.5-mmute
nmmes oun o.s 1 1.5
SITE uAMEuAPNo 106-280-60. '61 and'18
ADDRESSu SMelrose Dhvo/Matagua|Drive
Vista, CA92O81
CL|E|Tu Gootok
`rw^

CEDW Historical Topo Map g�
/ a+
II 24 .�� ; . �' 7
•;. 3z9 '24 �.
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I
11 / .`" w9 I "i , lip ,.•® u r � �OF1AR dLEN16Fi CO LL.EG Q • '�• III )I Al, AND HIGH SCHOOL
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' u �'�`• -- •-4'� -�ti , — - y Quarry K � I ` �• ' / _. . � Y.••
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cisCo Pk ✓� �� ! 4es I ` i..

T-is report includes information from t❑e
folloLing map s❑eetLSLC

NW N NE
TP, San Luis Rey, 1949, 7.5-minute
E, San Marcos, 1949, 7.5-minute
0 Miles 0.25 0.5 1 1.5
SITE DAME[] APNs 166-280-60, -61 and -18
ADDRESS❑ S Melrose Drive/Matagual Drive
Vista, CA 92081
CLIE❑T❑ Geotek 11
lN.
6558122 - 4 page 11

CEDR' Historical Topo Map c
µ_
� G Q
I • O 'a •p • r • 0 � r! p
p �' • I � � � ti r ( o'k
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o L n n Cl / �;'. • � �
4 l
� /• Creek! � � \ � �� r--• �t
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� M• .-� ( �. M 'tl��is / � e� J•� ,.// •s12 `-\/'tea J� f N i • jSOO
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Vtl { N J it_0 l�
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it r(1ol( •.r'
` _ _ •mil �7
6 rJ
T-is report includes information from t❑e
follo❑ing map s❑eetCS®

NW N NE
TP, San Luis Rey, 1948, 7.5-minute
E, San Marcos, 1948, 7.5-minute
0 Miles 0.25 0.5 1 1.5
SITE -AME❑ APNs 166-280-60, -61 and -18
ADDRESS[] S Melrose Drive/Matagual Drive
Vista, CA 92081
CLIE❑T❑ Geotek 1
N
6558122 - 4 page 12

CEDR® Historical Topo Map 1947
I Rho-
h�
I
�bZ
_
, r
r
4 _A. f•� -kx: -
�.,A
ll ,
_
1 J
T-is report includes information from Lie
folloLing map s❑eetLSLC

NW N NE
TP, OCEANSIDE, 1947, 15-minute
SE, ESCONDIDO, 1947, 15-minute
0 Miles 0.25 0.5 1 1.5
SITE ❑AME❑ APNs 166-280-60, -61 and -18
ADDRESS❑ S Melrose Drive/Matagual Drive
Vista, CA 92081
CLIE❑T❑ Geotek 1
N
6558122 - 4 page 13

CEDR' Historical Topo Map 190
T-is report includes information from Lie
folloLing map s❑eetLSLC

NW N NE
TP, Oceanside, 1901, 15-minute
SE, Escondido, 1901, 15-minute
0 Miles 0.25 0.5 1 1.5
SITE DAME[] APNs 166-280-60, -61 and -18
ADDRESS❑ S Melrose Drive/Matagual Drive
Vista, CA 92081
CLIE❑T❑ Geotek 1
N'
6558122 - 4 page 14

CEDR' Historical Topo Map ggg
� 41
a
N
M
N
}� • 4 �' �W 11 `�i
" V� r :flfR �ItSs=f1

O /J MAPPED UNMAPPED
4445 Orr—

MAPPED UNMAPPED
,l
OCs ' ; 1

0.0 rl
u
� n
' II
T-is report includes information from Lie
folloLing map s❑eetLSLC
NW N
NE
TP, Oceanside, 1898, 15-minute
Ui
'iffif\i
0 Miles 0.25 0.5 1 1.5
SITE ❑AME❑ APNs 166-280-60, -61 and -18
ADDRESS❑ S Melrose Drive/Matagual Drive
Vista, CA 92081
CLIE❑T❑ Geotek 1
N
6558122 - 4 page 15

CEDR' Historical Topo Map
^sto^caUTopoMap 1893
Tjnreport includes information from Lie
foUo/ing map auaa LS0]
NW w NE
TP.Oceanside, 1aoa.1o+ninmo
SE, Escondido, 1893, 15-minute
\
m
/
`` .
nmmes oun o.s 1 1.5
SITE uAIMEuAPNo 106-280-60. '61 and'18
ADDRESSu SMelrose Dhvo/Matagua|Drive
Vista, CA92O81
CL|E|Tu Gootok
6558122 ' 4 page 16

The True Life Companies Proposal No. P-060152 I -SD
Vista, San Diego County, California June 18, 2021
Proposal for Phase I Environmental Site Assessment Page 6

USER QUESTIONNAIRE

INTRODUCTION
In order to qualify for one of the Landowner Liability Protections offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2002, the user must provide the following information (if available) to the environmental professional. Failure to provide this information could result in a determination that "all appropriate inquiry" is not complete. (1) Are you aware of any environmental cleanup liens against the property that are filed or recorded under federal, tribal, state or local law?
CIRCLE YES 00
If yes, please explain in detail.
(2) Are you aware of any Act Use Limitations (AUL), 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? YES 60
If yes, please explain.
(3) As the user of this Environmental Site Assessment (ESA) do you have any specialized knowledge or familiarity 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 its neighboring property, so that you may have specific knowledge of the chemicals and processes used by this type of business?
YES o NO
,Cx,

G E O T E K

The True Life Companies Proposal No. P-060152 I -SD
Vista, San Diego County, California June 18, 2021
Proposal for Phase I Environmental Site Assessment Page 7 If yes, please explain.
(4) Does the purchase price being paid for this property reasonably reflect the fair market value of the property?
YES or NO Confidential
If you believe that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property? YES or ED
If yes, please explain.
(5) Are you aware of commonly known or reasonably ascertainable information that would help the environment professional to identify conditions pinpointing releases or threaten releases of hazardous materials and/ or chemicals? For example, as user, (a.) Do you know of any past uses of the property? YES o NO (b.) Do you know otn
ific chemicals that are present or once were present at the property? YES o
(c.) Do you know of any chemica or any other chemical releases that have taken place at the property? YES oj NO
(d.) Do yojLkWw of any environmental cleanups that have taken place at the property? YES NO
'cx,

G E O T E K

The True Life Companies Proposal No. P-060152 I -SD
Vista, San Diego County, California June 18, 2021
Proposal for Phase I Environmental Site Assessment Page 8 If any yes, please explain.
(6) As the user of this Environmental Site Assessment (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 a contamination at the property?
YES 60
If yes, please explain.

Completed By Michael Torres
Print Name
'Cx'

G E O T E K

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION PROJECT NO.3706-SD APNs 166-280-60, -61 AND -18 JULY 20, 2021

VISTA, SAN DIEGO COUNTY, CALIFORNIA

APPENDIX C

PHOTOGRAPHS
GEOTEK

PHOTOGRAPHS
APN's 166-280-60, -61, and -18
Vista, San Diego County, California
A '
I. View southeast from north portion of property. Structures on adjacent property.

2. View southwest from north portion of property.
'C�

G E O T E K

PHOTOGRAPHS
APN's 166-280-60, -61, and -18
hoop..

3. View west from north portion of property. Showing Matagual Drive. 1 4

4. View south from northwest portion of property.
'C�

G E O T E K

PHOTOGRAPHS
APN's 166-280-60, -61, and -18
Vista, San Diego County, California
S. View east from northwest portion of property.

6. Showing religious facility on west -central portion of property. 'C�

G E O T E K

PHOTOGRAPHS
APN's 166-280-60, -61, and -18
Vista, San Diego County, California

7. Showing religious facility on west -central portion of property

8. View north from west -central portion of property
'C�

G E O T E K

PHOTOGRAPHS
APN's 166-280-60, -61, and -18
Vista, San Diego County, California

9. Showing religious facility on west -central portion of property ter'-

10. View north from central portion of property.
"C�

G E O T E K

PHOTOGRAPHS
APN's 166-280-60, -61, and -18
Vista, San Diego County, California
1 1. View southwest from northeast portion of property.

12. View west-northwest from northeast portion of property. 'c�

G E O T E K

PHOTOGRAPHS
APN's 166-280-60, -61, and -18
Vista, San Diego County, California
i ..
i
Y '�Jt. 5'*i .•

13. View north from central portion of property.

14. View south from central portion of property.
'C�

G E O T E K

PHOTOGRAPHS
APN's 166-280-60, -61, and -18
. .4'R. -'4 ".."l -
�•Y. � af.. '. iXllli�l L' iL\• - .1 .. h� . a �
I S. View north from southeast portion of property. Residence on adjacent property. ';,{��
`.x- .�' '7r'�r v� l"�L'y. ,.,�.t, _ yygg4;3 i'��7.:-.. �,,: 1, `�`Y'"•'.'� � _ - - �"_ A��. - - 1:�.}d T _'Z 'M1}�•., }.�x„ r ,3. �..41 iei:.''�?�F n ��. _�}' I.e1, ..

16. View southwest from southeast portion of property. Residence on adjacent property. "C�

G E O T E K

PHOTOGRAPHS
APN's 166-280-60, -61, and -18
Vista, San Diego County, California

17. View northwest from southwest
roperty.

18. View east from southeast portion of property. Showing driveway to single- family residence.

G E O T E K

PHOTOGRAPHS
APN's 166-280-60, -61, and -18
Vista, San Diego County, California
ti
�+•: �_ _ - • •low.

19. View north from southwestportionof property.

20. View of single-family residence on southeast portion of property. 'C�

G E O T E K

PHOTOGRAPHS
APN's 166-280-60, -61, and -18
Vista, San Diego County, California
x
6 21. View of single-family residence on southeast portion of property. 'C�

G E O T E K

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION PROJECT NO.3706-SD APNs 166-280-60, -61 AND -18 JULY 20, 2021

VISTA, SAN DIEGO COUNTY, CALIFORNIA

APPENDIX D

VAPOR ENCROACHMENT SCREEN
GEOTEK'G:�

APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drive
Vista, CA 92081
Inquiry Number: 6558122.2s
July 15, 2021
6 Armstrong Road, 4th floor
Shelton, CT 06484
(rEDR'5Environmental Data Resources Inc Toll .edrnet.com .0050 www.edrnet.com

TABLE OF CONTENTS

SECTION
PAGE
ExecutiveSummary---------------------------------------------------------------------------------- ES1 PrimaryMap------------------------------------------------------------------------------------------ 2 SecondaryMap--------------------------------------------------------------------------------------- 3 MapFindings----------------------------------------------------------------------------------------- 4 Record Sources and Currency--------------------------------------------------------------------- GR-1 Thank you for your business.

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

Disclaimer - Copyright and Trademark Notice
The EDR Vapor Encroachment Worksheet enables EDR's customers to make certain online modifications that effects maps, text and calculations contained in this Report. As a result, maps, text and calculations contained in this Report may have been so modified. EDR has not taken any action to verify any such modifications, and this report and the findings set forth herein must be read in light of this fact. Environmental Data Resources shall not be responsible for any customer's decision to include or not include in any final report any records determined to be within the relevant minimum search distances.

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

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

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

OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.

Purchaser accepts this report "AS IS". Any analyses, estimates, ratings, or risk codes provided in this report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can produce information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice.

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

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

TC Pagel

EXECUTIVE SUMMARY
A search of available environmental records was conducted by EDR. The report was designed to assist parties seeking to meet the search requirements of the ASTM Standard Practice for Assessment of Vapor Encroachment into Structures on Property Involved in Real Estate Transactions (E 2600).

STANDARD ENVIRONMENTAL RECORDS
Default Area of Concern (Miles)*
�
a
`c-
o
�
0 T
�
Federal NPL site list

1.0 0
0 0
Federal Delisted NPL site list

1.0 0
0 0
Federal CERCLIS list

0.5 0
0 0
Federal CERCLIS NFRAP site list

0.5 0
0 0
Federal RCRA CORRACTS facilities list

1.0 0
0 0
Federal RCRA non-CORRACTS TSD facilities list

0.5 0
0 0
Federal RCRA generators list

0.25 0
0 0
Federal institutional controls / engineering controls registries

0.5 0
0 0
Federal ERNS list

0.001
0 0
-
State- and tribal - equivalent NPL

1.0 0
0 0
State- and tribal - equivalent CERCLIS

1.0 0
0 0
State and tribal landfill and/or solid waste disposal site lists

0.5 0
0 0
State and tribal leaking storage tank lists

0.5 0
0 0
State and tribal registered storage tank lists

0.25 0
0 0
State and tribal institutional control / engineering control registries not searched
-
-
-
State and tribal voluntary cleanup sites

0.5 0
0 0
State and tribal Brownfields sites

0.5 0
0 0

ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists

0.5 0
0 0
Local Lists of Landfill / Solid Waste Disposal Sites

0.5 0
0 0
Local Lists of Hazardous waste / Contaminated Sites

1.0 0
0 0
Local Lists of Registered Storage Tanks

0.25 0
0 0
Local Land Records

0.5 0
0 0
Records of Emergency Release Reports

0.5 0
0 0
Other Ascertainable Records

1.0 0
0 0

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records 1.0 0 0 0
Exclusive Recovered Govt. Archives 0.001 0 0 -
TC EXECUTIVE SUMMARY 1

EXECUTIVE SUMMARY

EDR RECOVERED GOVERNMENT ARCHIVES
EDR Exclusive Records 1.0 0 0 0
Exclusive Recovered Govt. Archives 0.001 0 0 -
*The Default Area of Concern may be adjusted by the environmental professional using experience and professional judgement. Each category may include several databases, and each database may have a different distance. A list of individual databases is provided at the back of this report.

TC EXECUTIVE SUMMARY 2

TARGET PROPERTY INFORMATION

ADDRESS

EXECUTIVE SUMMARY
APNS 166-280-60, -61 AND -18

S MELROSE DRIVE/MATAGUAL DRIVE
VISTA, CA 92081

COORDINATES
Latitude (North): 33.187338 - 33' 11' 14.423218"
Longitude (West): 117.253 - 117' 15' 10.794067"
Elevation: 352 ft. above sea level
TC EXECUTIVE SUMMARY 3

EXECUTIVE SUMMARY

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

STANDARD ENVIRONMENTAL RECORDS
Name Address Dist/Dir Map ID Page
Not Reported

ADDITIONAL ENVIRONMENTAL RECORDS
Name Address Dist/Dir Map ID Page
Not Reported

EDR HIGH RISK HISTORICAL RECORDS
Name Address Dist/Dir Map ID Page
Not Reported

EDR RECOVERED GOVERNMENT ARCHIVES
Name Address Dist/Dir Map ID Page
Not Reported
TC EXECUTIVE SUMMARY 4

PRIMARY MAP - 6558122.2S
Target Property
Sites at elevations higher than
or equal to the target property
♦
Sites at elevations lower than
the target property
A.

Manufactured Gas Plants
National Priority List Sites
Dept. Defense Sites
0 300 1/3 Miles
Indian Reservations BIA Areas of Concern
Special Flood Hazard Area (1%)

0.2% Annual Chance Flood Hazard
. National Wetland Inventory
State Wetlands
This report includes Interactive Map Layers to
display and/or hide map information. The
legend includes only those icons for the
default map view.

SITE NAME: APNs 166-280-60, -61 and -18 CLIENT: Geotek
ADDRESS: S Melrose Drive/Matagual Drive CONTACT: Kyle Mchargue Vista CA 92081 INQUIRY #: 6558122.2s
LAT/LONG: 33.187338 / 117.253 DATE: June 29, 2021 7:06 pm Copyright cg 2021 EDR, Inc. 0 2015 TomTom Rai. 2015.

SECONDARY MAP - 6558122.2S
WIN
1ILI
VIA,�
J
-- u -
Target Property
Sites at elevations higher than
or equal to the target property
♦
Sites at elevations lower than
the target property
A.

Manufactured Gas Plants
National Priority List Sites
Dept. Defense Sites
0 1/3 1/2 1 Miles
Indian Reservations BIA 0 Upgradient Area
Power transmission lines Areas of Concern
Special Flood Hazard Area (1%)

SITE NAME: APNs 166-280-60, -61 and -18 CLIENT: Geotek
ADDRESS: S Melrose Drive/Matagual Drive CONTACT: Kyle Mchargue Vista CA 92081 INQUIRY #: 6558122.2s
LAT/LONG: 33.187338 / 117.253 DATE: June 29, 2021 7:05 pm Copyright cg 2021 EDR, Inc. 0 2015 TomTom Rai. 2015.

MAP FINDINGS
LEGEND

FACILITY NAME

FACILITY ADDRESS, CITY, ST, ZIP
♦ MAP ID#
Worksheet:

Comments:

Direction Distance Range (Distance feet / miles)
Relative Elevation Feet Above Sea Level
Comments may be added on the online Vapor Encroachment Worksheet.

DATABASE ACRONYM: Applicable categories (A hoverbox with database description).

EDR SITE ID NUMBER
ASTM 2600 Record Sources found in this report. Each
database searched has been assigned to one or more
categories. For detailed information about categorization, see the section of the report Records Searched and
TC Page 8

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
St Acronym
Full Name
Government Agency
Gov Date
Aryl. Date
Active Date

ENVIRONMENTAL RECORDS
Federal NPL site list
US NPL
National Priority List
EPA
04/27/2021
05/03/2021
05/19/2021
US Proposed NPL
Proposed National Priority List Sites
EPA
04/27/2021
05/03/2021
05/19/2021

US NPL LIENS
Federal Superfund Liens
EPA
10/15/1991
02/02/1994
03/30/1994
Federal CERCLIS list

US SEMS
Superfund Enterprise Management System
EPA
04/27/2021
05/03/2021
05/19/2021
Federal RCRA CORRACTS facilities list

US CORRACTS
Corrective Action Report
EPA
03/22/2021
03/23/2021
05/19/2021
Federal RCRA TSD facilities list

US RCRA-TSDF
RCRA - Treatment, Storage and Disposal
Environmental Protection Agency
03/22/2021
03/23/2021
05/19/2021
Federal RCRA generators list

US RCRA-LQG
RCRA - Large Quantity Generators
Environmental Protection Agency
03/22/2021
03/23/2021
05/19/2021

US RCRA-SQG
RCRA - Small Quantity Generators
Environmental Protection Agency
03/22/2021
03/23/2021
05/19/2021

US RCRA-VSQG
RCRA - Very Small Quantity Generators (Formerly Conditionall Environmental Protection Agency
03/22/2021
03/23/2021
05/19/2021
Federal institutional controls / engineering controls registries

US LUCIS
Land Use Control Information System
Department of the Navy
02/09/2021
02/11/2021
03/22/2021

US US ENG CONTROLS
Engineering Controls Sites List
Environmental Protection Agency
02/22/2021
02/23/2021
05/19/2021

US US INST CONTROLS
Institutional Controls Sites List
Environmental Protection Agency
02/22/2021
02/23/2021
05/19/2021
Federal ERNS list

US ERNS
Emergency Response Notification System
National Response Center, United States Coast
03/22/2021
03/24/2021
06/17/2021
State and tribal - equivalent NPL

CA RESPONSE
State Response Sites
Department of Toxic Substances Control
01/25/2021
01/26/2021
04/13/2021
State and tribal - equivalent CERCLIS

CA ENVIROSTOR
EnviroStor Database
Department of Toxic Substances Control
01/25/2021
01/26/2021
04/13/2021
State and tribal landfill/solid waste disposal

CA SWF/LF (SWIS)
Solid Waste Information System
Department of Resources Recycling and Recover
02/08/2021
02/09/2021
05/03/2021
State and tribal leaking storage tank lists

CA LUST
Leaking Underground Fuel Tank Report (GEOTRACKER)
State Water Resources Control Board
03/08/2021
03/09/2021
03/30/2021
CA LUST REG 4
Underground Storage Tank Leak List
California Regional Water Quality Control Boa
09/07/2004
09/07/2004
10/12/2004
CA LUST REG 3
Leaking Underground Storage Tank Database
California Regional Water Quality Control Boa
05/19/2003
05/19/2003
06/02/2003
CA LUST REG 2
Fuel Leak List
California Regional Water Quality Control Boa
09/30/2004
10/20/2004
11/19/2004
CA LUST REG 1
Active Toxic Site Investigation
California Regional Water Quality Control Boa
02/01/2001
02/28/2001
03/29/2001
CA LUST REG 6V
Leaking Underground Storage Tank Case Listing
California Regional Water Quality Control Boa
06/07/2005
06/07/2005
06/29/2005
CA LUST REG 6L
Leaking Underground Storage Tank Case Listing
California Regional Water Quality Control Boa
09/09/2003
09/10/2003
10/07/2003
TC6558122.2s Page GR-1

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
St
Acronym
Full Name
Government Agency
Gov Date
Aryl. Date
Active Date
CA
LUST REG 7
Leaking Underground Storage Tank Case Listing
California Regional Water Quality Control Boa
02/26/2004
02/26/2004
03/24/2004
CA
LUST REG 8
Leaking Underground Storage Tanks
California Regional Water Quality Control Boa
02/14/2005
02/15/2005
03/28/2005
CA
LUST REG 9
Leaking Underground Storage Tank Report
California Regional Water Quality Control Boa
03/01/2001
04/23/2001
05/21/2001
CA
LUST REG 5
Leaking Underground Storage Tank Database
California Regional Water Quality Control Boa
07/01/2008
07/22/2008
07/31/2008
US
INDIAN LUST R10
Leaking Underground Storage Tanks on Indian Land
EPA Region 10
11/12/2020
12/16/2020
03/12/2021
US
INDIAN LUST R5
Leaking Underground Storage Tanks on Indian Land
EPA, Region 5
10/07/2020
12/16/2020
03/12/2021
US
INDIAN LUST R9
Leaking Underground Storage Tanks on Indian Land
Environmental Protection Agency
10/01/2020
12/16/2020
03/12/2021
US
INDIAN LUST R8
Leaking Underground Storage Tanks on Indian Land
EPA Region 8
10/09/2020
12/16/2020
03/12/2021
US
INDIAN LUST R7
Leaking Underground Storage Tanks on Indian Land
EPA Region 7
09/30/2020
12/22/2020
03/12/2021
US
INDIAN LUST R4
Leaking Underground Storage Tanks on Indian Land
EPA Region 4
10/02/2020
12/18/2020
03/12/2021
US
INDIAN LUST R1
Leaking Underground Storage Tanks on Indian Land
EPA Region 1
10/01/2020
12/16/2020
03/12/2021
US
INDIAN LUST R6
Leaking Underground Storage Tanks on Indian Land
EPA Region 6
04/08/2020
05/20/2020
08/12/2020
CA

CPS-SLIC
Statewide SLIC Cases (GEOTRACKER)
State Water Resources Control Board
03/08/2021
03/09/2021
03/30/2021
CA
SLIC REG 1
Active Toxic Site Investigations
California Regional Water Quality Control Boa
04/03/2003
04/07/2003
04/25/2003
CA
SLIC REG 2
Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board San Fran
09/30/2004
10/20/2004
11/19/2004
CA
SLIC REG 3
Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Regional Water Quality Control Boa
05/18/2006
05/18/2006
06/15/2006
CA
SLIC REG 4
Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Region Water Quality Control Board Los Angele
11/17/2004
11/18/2004
01/04/2005
CA
SLIC REG 5
Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board Central
04/01/2005
04/05/2005
04/21/2005
CA
SLIC REG 6V
Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board, Victory
05/24/2005
05/25/2005
06/16/2005
CA
SLIC REG 6L
SLIC Sites
California Regional Water Quality Control Boa
09/07/2004
09/07/2004
10/12/2004
CA
SLIC REG 7
SLIC List
California Regional Quality Control Board, Cc
11/24/2004
11/29/2004
01/04/2005
CA
SLIC REG 8
Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Region Water Quality Control Board
04/03/2008
04/03/2008
04/14/2008
CA
SLIC REG 9
Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Regional Water Quality Control Boa
09/10/2007
09/11/2007
09/28/2007
State and tribal registered storage tank lists
CA
UST
Active UST Facilities
SWRCB
03/08/2021
03/09/2021
03/31/2021
CA

UST CLOSURE
Proposed Closure of Underground Storage Tank (UST) Cases State Water Resources Control Board
03/05/2021
03/09/2021
04/01/2021
CA

MILITARY UST SITES
Military UST Sites (GEOTRACKER)
State Water Resources Control Board
03/08/2021
03/09/2021
03/30/2021
CA
AST
Aboveground Petroleum Storage Tank Facilities
California Environmental Protection Agency
07/06/2016
07/12/2016
09/19/2016
US
INDIAN UST R8
Underground Storage Tanks on Indian Land
EPA Region 8
10/09/2020
12/16/2020
03/12/2021
US
INDIAN UST R4
Underground Storage Tanks on Indian Land
EPA Region 4
10/02/2020
12/18/2020
03/12/2021
US
INDIAN UST R10
Underground Storage Tanks on Indian Land
EPA Region 10
11/12/2020
12/16/2020
03/12/2021
US
INDIAN UST R6
Underground Storage Tanks on Indian Land
EPA Region 6
04/08/2020
05/20/2020
08/12/2020
US
INDIAN UST R1
Underground Storage Tanks on Indian Land
EPA, Region 1
10/01/2020
12/16/2020
03/12/2021
US
INDIAN UST R9
Underground Storage Tanks on Indian Land
EPA Region 9
10/01/2020
12/16/2020
03/12/2021
US
INDIAN UST R7
Underground Storage Tanks on Indian Land
EPA Region 7
09/30/2020
12/22/2020
03/12/2021
US
INDIAN UST R5
Underground Storage Tanks on Indian Land
EPA Region 5
10/07/2020
12/16/2020
03/12/2021
US

FEMA UST
Underground Storage Tank Listing
FEMA
01/29/2021
02/17/2021
03/22/2021
State and tribal voluntary cleanup sites
US
INDIAN VCP R1
Voluntary Cleanup Priority Listing
EPA, Region 1
07/27/2015
09/29/2015
02/18/2016
US
INDIAN VCP R7
Voluntary Cleanup Priority Lisitng
EPA, Region 7
03/20/2008
04/22/2008
05/19/2008
CA
VCP
Voluntary Cleanup Program Properties
Department of Toxic Substances Control
01/25/2021
01/26/2021
04/13/2021
TC6558122.2s Page GR-2

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
St
Acronym
Full Name
Government Agency
Gov Date
Aryl. Date
Active Date
State and tribal Brownfields sites
CA

BROWNFIELDS
Considered Brownfieds Sites Listing
State Water Resources Control Board
03/22/2021
03/23/2021
06/10/2021
Other Records
US

CONSENT
Superfund (CERCLA) Consent Decrees
Department of Justice, Consent Decree Library
12/31/2020
01/13/2021
03/22/2021
US
ROD
Records Of Decision
EPA
04/27/2021
05/03/2021
05/19/2021
US
LIENS 2
CERCLA Lien Information
Environmental Protection Agency
04/27/2021
05/03/2021
05/19/2021
CA

HIST CAL -SITES
Calsites Database
Department of Toxic Substance Control
08/08/2005
08/03/2006
08/24/2006
US
DEBRIS REGION 9
Torres Martinez Reservation Illegal Dump Site Locations EPA, Region 9
01/12/2009
05/07/2009
09/21/2009
CA
SWRCY
Recycler Database
Department of Conservation
03/09/2021
03/09/2021
03/31/2021
CA

CA FID UST
Facility Inventory Database
California Environmental Protection Agency
10/31/1994
09/05/1995
09/29/1995
CA

HIST UST
Hazardous Substance Storage Container Database
State Water Resources Control Board
10/15/1990
01/25/1991
02/12/1991
CA

SAN FRANCISCO AST
Aboveground Storage Tank Site Listing
San Francisco County Department of Public Hea
02/11/2021
02/11/2021
05/05/2021
CA

SWEEPS UST
SWEEPS UST Listing
State Water Resources Control Board
06/01/1994
07/07/2005
08/11/2005
US

US FIN ASSUR
Financial Assurance Information
Environmental Protection Agency
03/22/2021
03/23/2021
06/17/2021
US
2020 COR ACTION
2020 Corrective Action Program List
Environmental Protection Agency
09/30/2017
05/08/2018
07/20/2018
US
LEAD SMELTER 2
Lead Smelter Sites
American Journal of Public Health
04/05/2001
10/27/2010
12/02/2010
US

COAL ASH DOE
Steam -Electric Plant Operation Data
Department of Energy
12/31/2019
12/01/2020
02/09/2021
US
LEAD SMELTER 1
Lead Smelter Sites
Environmental Protection Agency
04/27/2021
05/03/2021
05/19/2021
US

PCB TRANSFORMER
PCB Transformer Registration Database
Environmental Protection Agency
09/13/2019
11/06/2019
02/10/2020
US

COAL ASH EPA
Coal Combustion Residues Surface Impoundments List
Environmental Protection Agency
01/12/2017
03/05/2019
11/11/2019
US

SCRD DRYCLEANERS
State Coalition for Remediation of Drycleaners Listing
Environmental Protection Agency
01/01/2017
02/03/2017
04/07/2017
US

US AIRS (AFS)
Aerometric Information Retrieval System Facility Subsystem ( EPA
10/12/2016
10/26/2016
02/03/2017
US

US AIRS MINOR
Air Facility System Data
EPA
10/12/2016
10/26/2016
02/03/2017
US

EPA WATCH LIST

EPA WATCH LIST
Environmental Protection Agency
08/30/2013
03/21/2014
06/17/2014
US
FUSRAP
Formerly Utilized Sites Remedial Action Program
Department of Energy
08/08/2017
09/11/2018
09/14/2018
US

US HIST CDL
National Clandestine Laboratory Register
Drug Enforcement Administration
12/07/2020
12/09/2020
03/02/2021
US
Delisted NPL
National Priority List Deletions
EPA
04/27/2021
05/03/2021
05/19/2021
US

SEMS-ARCHIVE
Superfund Enterprise Management System Archive
EPA
04/27/2021
05/03/2021
05/19/2021
US
RCRA NonGen / NLR
RCRA - Non Generators / No Longer Regulated
Environmental Protection Agency
03/22/2021
03/23/2021
05/19/2021
US
HMIRS
Hazardous Materials Information Reporting System
U.S. Department of Transportation
03/22/2021
03/24/2021
06/17/2021
US

DOT OPS
Incident and Accident Data
Department of Transporation, Office of Pipeli
01/02/2020
01/28/2020
04/17/2020
US
US CDL
Clandestine Drug Labs
Drug Enforcement Administration
12/07/2020
12/09/2020
03/02/2021
US

US BROWNFIELDS
A Listing of Brownfields Sites
Environmental Protection Agency
03/15/2021
03/16/2021
06/10/2021
US
DOD
Department of Defense Sites
USGS
12/31/2005
11/10/2006
01/11/2007
US

FEDLAND
Federal and Indian Lands
U.S. Geological Survey
04/02/2018
04/11/2018
11/06/2019
US
FUDS
Formerly Used Defense Sites
U.S. Army Corps of Engineers
02/11/2021
02/17/2021
04/05/2021
US
UMTRA
Uranium Mill Tailings Sites
Department of Energy
08/30/2019
11/15/2019
01/28/2020
US
ODI
Open Dump Inventory
Environmental Protection Agency
06/30/1985
08/09/2004
09/17/2004
US

US MINES
Mines Master Index File
Department of Labor, Mine Safety and Health A
02/01/2021
02/24/2021
05/19/2021
US

MINES VIOLATIONS
MSHA Violation Assessment Data
DOL, Mine Safety & Health Admi
05/27/2021
05/27/2021
06/10/2021
US
US MINES 2
Ferrous and Nonferrous Metal Mines Database Listing
USGS
05/06/2020
05/27/2020
08/13/2020
US
US MINES 3
Active Mines & Mineral Plants Database Listing
USGS
04/14/2011
06/08/2011
09/13/2011
US
PRP
Potentially Responsible Parties
EPA
12/30/2020
01/14/2021
03/05/2021
US
TRIS
Toxic Chemical Release Inventory System
EPA
12/31/2018
08/14/2020
11/04/2020
US
TSCA
Toxic Substances Control Act
EPA
12/31/2016
06/17/2020
09/10/2020
TC6558122.2s Page GR-3

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
St
Acronym
Full Name
Government Agency
Gov Date
Aryl. Date
Active Date
US
FTTS
FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fu EPA/Office of Prevention, Pesticides and Toxi
04/09/2009
04/16/2009
05/11/2009
US

FTTS INSP
FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fu EPA
04/09/2009
04/16/2009
05/11/2009
US

HIST FTTS
FIFRA/TSCA Tracking System Administrative Case Listing
Environmental Protection Agency
10/19/2006
03/01/2007
04/10/2007
US

HIST FTTS INSP
FIFRA/TSCA Tracking System Inspection & Enforcement Case Lis Environmental Protection Agency
10/19/2006
03/01/2007
04/10/2007
US
SSTS
Section 7 Tracking Systems
EPA
01/20/2021
01/21/2021
03/22/2021
US
ICIS
Integrated Compliance Information System
Environmental Protection Agency
11/18/2016
11/23/2016
02/10/2017
US
PADS
PCB Activity Database System
EPA
11/19/2020
01/08/2021
03/22/2021
US
MLTS
Material Licensing Tracking System
Nuclear Regulatory Commission
03/08/2021
03/11/2021
05/11/2021
US

RADINFO
Radiation Information Database
Environmental Protection Agency
07/01/2019
07/01/2019
09/23/2019
US
FINDS
Facility Index System/Facility Registry System
EPA
02/03/2021
03/03/2021
04/05/2021
US
RAATS
RCRA Administrative Action Tracking System
EPA
04/17/1995
07/03/1995
08/07/1995
US
RMP
Risk Management Plans
Environmental Protection Agency
01/22/2021
02/18/2021
05/11/2021
US
BRS
Biennial Reporting System

EPA/NTIS
12/31/2017
06/22/2020
11/20/2020
US
PWS
Public Water System Data
EPA
12/17/2013
01/09/2014
10/15/2014
US

INDIAN RESERV
Indian Reservations
USGS
12/31/2014
07/14/2015
01/10/2017
US

INDIAN ODI
Report on the Status of Open Dumps on Indian Lands
Environmental Protection Agency
12/31/1998
12/03/2007
01/24/2008
US

IHS OPEN DUMPS
Open Dumps on Indian Land
Department of Health & Human Serivices, Indian
04/01/2014
08/06/2014
01/29/2015
US

ABANDONED MINES
Abandoned Mines
Department of Interior
03/23/2021
03/25/2021
06/17/2021
CA
CA BOND EXP. PLAN
Bond Expenditure Plan
Department of Health Services
01/01/1989
07/27/1994
08/02/1994
CA
CDL
Clandestine Drug Labs
Department of Toxic Substances Control
12/31/2019
01/20/2021
04/08/2021
CA
CHMIRS
California Hazardous Material Incident Report System
Office of Emergency Services
12/31/2020
01/20/2021
04/08/2021
CA

CORTESE
"Cortese" Hazardous Waste & Substances Sites List
CAL EPA/Office of Emergency Information
03/22/2021
03/23/2021
06/10/2021
CA
CUPA LIVE RMORE-PLEASANTON CUPA Facility Listing
Livermore -Pleasanton Fire Department
05/01/2019
05/14/2019
07/17/2019
CA
DEED
Deed Restriction Listing
DTSC and SWRCB
03/02/2021
03/03/2021
05/19/2021
CA

DRYCLEAN SOUTH COAST
South Coast Air Quality Management District Drycleaner Listi South Coast Air Quality Management District
02/23/2021
02/25/2021
05/19/2021
CA

DRYCLEAN AVAQMD
Antelope Valley Air Quality Management District Drycleaner L Antelope Valley Air Quality Management Distri
02/26/2021
03/02/2021
05/19/2021
CA

DRYCLEANERS
Cleaner Facilities
Department of Toxic Substance Control
03/01/2021
03/04/2021
05/20/2021
CA
EMI
Emissions Inventory Data
California Air Resources Board
12/31/2018
06/16/2020
08/28/2020
CA
ENF
Enforcement Action Listing
State Water Resoruces Control Board
12/31/2020
01/20/2021
04/09/2021
CA
Financial Assurance 1
Financial Assurance Information Listing
Department of Toxic Substances Control
01/25/2021
01/26/2021
04/13/2021
CA
Financial Assurance 2
Financial Assurance Information Listing
California Integrated Waste Management Board
02/08/2021
02/12/2021
05/05/2021
CA

HAULERS
Registered Waste Tire Haulers Listing
Integrated Waste Management Board
11/23/2020
11/23/2020
02/08/2021
CA
HAZNET
Facility and Manifest Data
California Environmental Protection Agency
12/31/2019
04/15/2020
07/02/2020
CA

HIST CORTESE
Hazardous Waste & Substance Site List
Department of Toxic Substances Control
04/01/2001
01/22/2009
04/08/2009
CA
HWP
EnviroStor Permitted Facilities Listing
Department of Toxic Substances Control
02/16/2021
02/17/2021
05/10/2021
CA
HWT
Registered Hazardous Waste Transporter Database
Department of Toxic Substances Control
04/05/2021
04/06/2021
06/23/2021
CA
ICE
ICE
Department of Toxic Subsances Control
02/16/2021
02/17/2021
05/07/2021
CA
LDS
Land Disposal Sites Listing (GEOTRACKER)
State Water Qualilty Control Board
03/08/2021
03/09/2021
03/31/2021
CA
LIENS
Environmental Liens Listing
Department of Toxic Substances Control
03/01/2021
03/03/2021
05/20/2021
CA
MCS
Military Cleanup Sites Listing (GEOTRACKER)
State Water Resources Control Board
03/08/2021
03/09/2021
03/31/2021
CA
MINES
Mines Site Location Listing
Department of Conservation
03/08/2021
03/09/2021
03/30/2021
CA
MWMP
Medical Waste Management Program Listing
Department of Public Health
01/29/2021
03/03/2021
05/20/2021
CA
NPDES
NPDES Permits Listing
State Water Resources Control Board
02/08/2021
02/09/2021
05/04/2021
CA

PEST LIC
Pesticide Regulation Licenses Listing
Department of Pesticide Regulation
03/02/2021
03/03/2021
05/20/2021
CA
PROC
Certified Processors Database
Department of Conservation
03/09/2021
03/09/2021
03/31/2021
CA
NOTIFY 65
Proposition 65 Records
State Water Resources Control Board
03/12/2021
03/16/2021
06/01/2021
CA
SCH
School Property Evaluation Program
Department of Toxic Substances Control
01/25/2021
01/26/2021
04/13/2021
TC6558122.2s Page GR-4

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
St
Acronym
Full Name
Government Agency
Gov Date
Aryl, Date
Active Date
CA
SPILLS 90
SPILLS90 data from FirstSearch
FirstSearch
06/06/2012
01/03/2013
02/22/2013
CA

TOXIC PITS
Toxic Pits Cleanup Act Sites
State Water Resources Control Board
07/01/1995
08/30/1995
09/26/1995
CA
UIC
UIC Listing
Deaprtment of Conservation
03/08/2021
03/09/2021
03/31/2021
CA

WASTEWATER PITS
Oil Wastewater Pits Listing
RWQCB, Central Valley Region
11/19/2019
01/07/2020
03/09/2020
CA
WDS
Waste Discharge System
State Water Resources Control Board
06/19/2007
06/20/2007
06/29/2007
CA
WIP
Well Investigation Program Case List
Los Angeles Water Quality Control Board
07/03/2009
07/21/2009
08/03/2009
CA

WMUDS/SWAT
Waste Management Unit Database
State Water Resources Control Board
04/01/2000
04/10/2000
05/10/2000
CA

MILITARY PRIV SITES
Military Privatized Sites (GEOTRACKER)
State Water Resources Control Board
03/08/2021
03/09/2021
03/30/2021
CA

CERS HAZ WASTE

CERS HAZ WASTE
CaIEPA
01/20/2021
01/20/2021
04/08/2021
US

MINES MRDS
Mineral Resources Data System
USGS
04/06/2018
10/21/2019
10/24/2019
CA
HWTS
Hazardous Waste Tracking System
Department of Toxic Substances Control
04/08/2021
04/09/2021
04/20/2021
CA

OTHER OIL GAS
Other Oil & Gas Projects Sites (GEOTRACKER)
State Water Resources Control Board
03/08/2021
03/09/2021
03/30/2021
CA

NON -CASE INFO
Non -Case Information Sites (GEOTRACKER)
State Water Resources Control Board
03/08/2021
03/09/2021
03/30/2021
CA

PROD WATER PONDS
Produced Water Ponds Sites (GEOTRACKER)
State Water Resources Control Board
03/08/2021
03/09/2021
03/30/2021
CA

SAMPLING POINT
Sampling Point ? Public Sites (GEOTRACKER)
State Water Resources Control Board
03/08/2021
03/09/2021
03/30/2021
CA

PROJECT
Project Sites (GEOTRACKER)
State Water Resources Control Board
03/08/2021
03/09/2021
03/30/2021
CA
CERS
CaIEPA Regulated Site Portal Data
California Environmental Protection Agency
01/20/2021
01/20/2021
04/08/2021
CA

UIC GEO
Underground Injection Control Sites (GEOTRACKER)
State Water Resource Control Board
03/08/2021
03/09/2021
03/30/2021
CA

WELL STIM PROJ
Well Stimulation Project (GEOTRACKER)
State Water Resources Control Board
03/08/2021
03/09/2021
03/30/2021
CA

CERS TANKS
California Environmental Reporting System (CERS) Tanks
California Environmental Protection Agency
01/20/2021
01/20/2021
04/08/2021
CA
WDR
Waste Discharge Requirements Listing
State Water Resources Control Board
03/09/2021
03/09/2021
03/31/2021
US

FEDERAL FACILITY
Federal Facility Site Information listing
Environmental Protection Agency
02/22/2021
03/30/2021
06/17/2021
US

FUELS PROGRAM
EPA Fuels Program Registered Listing
EPA
02/17/2021
02/17/2021
03/22/2021
US

DOCKET HWC
Hazardous Waste Compliance Docket Listing
Environmental Protection Agency
11/03/2020
11/17/2020
02/09/2021
CA
PFAS
PFAS Contamination Site Location Listing
State Water Resources Control Board
02/24/2021
02/24/2021
05/14/2021
US
ECHO
Enforcement & Compliance History Information
Environmental Protection Agency
04/04/2021
04/06/2021
06/25/2021
CA
CIWQS
California Integrated Water Quality System
State Water Resources Control Board
11/30/2020
12/01/2020
02/12/2021
US
UXO
Unexploded Ordnance Sites
Department of Defense
12/31/2018
07/02/2020
09/17/2020

HISTORICAL USE RECORDS
US

EDR MGP
EDR Proprietary Manufactured Gas Plants
EDR, Inc.

US
EDR Hist Auto
EDR Exclusive Historical Auto Stations
EDR, Inc.

US
EDR Hist Cleaner
EDR Exclusive Historical Cleaners
EDR, Inc.

CA
RGA LF
Recovered Government Archive Solid Waste Facilities List Department of Resources Recycling and Recover 07/01/2013 01/13/2014 CA

RGA LUST
Recovered Government Archive Leaking Underground Storage Tan State Water Resources Control Board 07/01/2013 12/30/2013 TC6558122.2s Page GR-5

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
St
Acronym
Full Name
Government Agency
Gov Date
Aryl, Date
Active Date

COUNTY RECORDS
CA

CS ALAMEDA
Contaminated Sites
Alameda County Environmental Health Services
01/09/2019
01/11/2019
03/05/2019
CA

UST ALAMEDA
Underground Tanks
Alameda County Environmental Health Services
03/17/2021
03/18/2021
03/25/2021
CA

CUPA AMADOR
CUPA Facility List
Amador County Environmental Health
02/02/2021
02/04/2021
04/23/2021
CA

CUPA BUTTE
CUPA Facility Listing
Public Health Department
04/21/2017
04/25/2017
08/09/2017
CA

CUPA CALVE RAS
CUPA Facility Listing
Calveras County Environmental Health
12/15/2020
12/16/2020
12/24/2020
CA

CUPA COLUSA
CUPA Facility List
Health & Human Services
04/06/2020
04/23/2020
07/10/2020
CA

SL CONTRA COSTA
Site List
Contra Costa Health Services Department
01/25/2021
01/26/2021
04/16/2021
CA

CUPA DEL NORTE
CUPA Facility List
Del Norte County Environmental Health Divisio
12/17/2020
01/28/2021
04/16/2021
CA

CUPA EL DORADO
CUPA Facility List
El Dorado County Environmental Management Dep
02/09/2021
02/11/2021
05/05/2021
CA

CUPA FRESNO
CUPA Resources List
Dept. of Community Health
01/14/2021
01/15/2021
04/05/2021
CA

CUPA GLENN
CUPA Facility List
Glenn County Air Pollution Control District
01/22/2018
01/24/2018
03/14/2018
CA

CUPA HUMBOLDT
CUPA Facility List
Humboldt County Environmental Health
05/17/2021
05/18/2021
05/20/2021
CA

CUPA IMPERIAL
CUPA Facility List
San Diego Border Field Office
01/19/2021
01/20/2021
04/08/2021
CA

CUPA INYO
CUPA Facility List
Inyo County Environmental Health Services
04/02/2018
04/03/2018
06/14/2018
CA

CUPA KERN
CUPA Facility List
Kern County Public Health
10/29/2020
10/30/2020
01/15/2021
CA

UST KERN
Underground Storage Tank Sites & Tank Listing
Kern County Environment Health Services Depar
01/19/2021
01/21/2021
01/28/2021
CA

CUPA KINGS
CUPA Facility List
Kings County Department of Public Health
12/03/2020
01/26/2021
04/14/2021
CA

CUPA LAKE
CUPA Facility List
Lake County Environmental Health
02/10/2021
02/12/2021
03/11/2021
CA

CUPA LASSEN
CUPA Facility List
Lassen County Environmental Health
07/31/2020
08/21/2020
11/09/2020
CA

AOCONCERN
Key Areas of Concerns in Los Angeles County
03/30/2009
03/31/2009
10/23/2009
CA

HMS LOS ANGELES
HMS: Street Number List
Department of Public Works
04/08/2021
04/13/2021
06/28/2021
CA

LF LOS ANGELES
List of Solid Waste Facilities
La County Department of Public Works
04/12/2021
04/13/2021
06/28/2021
CA

LF LOS ANGELES CITY
City of Los Angeles Landfills
Engineering & Construction Division
01/01/2021
02/18/2021
05/10/2021
CA

LOS ANGELES AST
Active & Inactive AST Inventory
Los Angeles Fire Department
06/01/2019
06/25/2019
08/22/2019
CA

LOS ANGELES CO LF METHANE
Methane Producing Landfills
Los Angeles County Department of Public Works
02/04/2021
04/16/2021
04/21/2021
CA

LOS ANGELES HM
Active & Inactive Hazardous Materials Inventory
Los Angeles Fire Department
04/19/2021
06/17/2021
06/28/2021
CA

LOS ANGELES UST
Active & Inactive UST Inventory
Los Angeles Fire Department
06/01/2019
06/25/2019
08/22/2019
CA

SITE MIT LOS ANGELES
Site Mitigation List
Community Health Services
10/19/2020
01/12/2021
03/26/2021
CA

UST EL SEGUNDO
City of El Segundo Underground Storage Tank
City of El Segundo Fire Department
01/21/2017
04/19/2017
05/10/2017
CA

UST LONG BEACH
City of Long Beach Underground Storage Tank
City of Long Beach Fire Department
04/22/2019
04/23/2019
06/27/2019
CA

UST TORRANCE
City of Torrance Underground Storage Tank
City of Torrance Fire Department
09/11/2020
10/07/2020
12/23/2020
CA

CUPA MADERA
CUPA Facility List
Madera County Environmental Health
08/10/2020
08/12/2020
10/23/2020
CA

UST MARIN
Underground Storage Tank Sites
Public Works Department Waste Management
09/26/2018
10/04/2018
11/02/2018
CA

UST MENDOCINO
Mendocino County UST Database
Department of Public Health
03/24/2021
04/07/2021
06/24/2021
CA

CUPA MERCED
CUPA Facility List
Merced County Environmental Health
02/04/2021
02/09/2021
02/18/2021
CA

CUPA MONO
CUPA Facility List
Mono County Health Department
02/22/2021
03/02/2021
05/19/2021
CA

CUPA MONTEREY
CUPA Facility Listing
Monterey County Health Department
06/23/2021
06/23/2021
06/24/2021
CA

LUST NAPA
Sites With Reported Contamination
Napa County Department of Environmental Manag
01/09/2017
01/11/2017
03/02/2017
CA

UST NAPA
Closed and Operating Underground Storage Tank Sites
Napa County Department of Environmental Manag
09/05/2019
09/09/2019
10/31/2019
CA

CUPA NEVADA
CUPA Facility List
Community Development Agency
02/03/2021
02/04/2021
04/23/2021
CA
IND_SITE ORANGE
List of Industrial Site Cleanups
Health Care Agency
02/01/2021
02/04/2021
04/23/2021
CA

LUST ORANGE
List of Underground Storage Tank Cleanups
Health Care Agency
03/01/2021
05/03/2021
05/12/2021
CA

UST ORANGE
List of Underground Storage Tank Facilities
Health Care Agency
02/01/2021
02/02/2021
04/20/2021
CA

MS PLACER
Master List of Facilities
Placer County Health and Human Services
05/25/2021
05/26/2021
06/01/2021
CA

CUPA PLUMAS
CUPA Facility List
Plumas County Environmental Health
03/31/2019
04/23/2019
06/26/2019
TC6558122.2s Page GR-6

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
St
Acronym
Full Name
Government Agency
Gov Date
Aryl. Date
Active Date
CA

LUST RIVERSIDE
Listing of Underground Tank Cleanup Sites
Department of Environmental Health
01/13/2021
01/14/2021
03/10/2021
CA

UST RIVERSIDE
Underground Storage Tank Tank List
Department of Environmental Health
01/13/2021
01/14/2021
03/10/2021
CA

CS SACRAMENTO
Toxic Site Clean -Up List
Sacramento County Environmental Management
03/30/2021
04/01/2021
06/23/2021
CA

ML SACRAMENTO
Master Hazardous Materials Facility List
Sacramento County Environmental Management
03/30/2021
04/01/2021
06/25/2021
CA

CUPA SAN BENITO
CUPA Facility List
San Benito County Environmental Health
04/28/2021
04/29/2021
05/03/2021
CA

PERMITS SAN BERNARDINO
Hazardous Material Permits
San Bernardino County Fire Department Hazardo
05/19/2021
05/19/2021
06/07/2021
CA

HMMD SAN DIEGO
Hazardous Materials Management Division Database
Hazardous Materials Management Division
03/02/2021
03/03/2021
05/21/2021
CA

LF SAN DIEGO
Solid Waste Facilities
Department of Health Services
10/01/2020
11/23/2020
02/08/2021
CA

SAN DIEGO CO LOP
Local Oversight Program Listing
Department of Environmental Health
07/14/2020
07/16/2020
09/29/2020
CA

SAN DIEGO CO SAM
Environmental Case Listing
San Diego County Department of Environmental
03/23/2010
06/15/2010
07/09/2010
CA

CUPA SAN FRANCISCO CO
CUPA Facility Listing
San Francisco County Department of Environmen
02/11/2021
02/11/2021
05/05/2021
CA

LUST SAN FRANCISCO
Local Oversite Facilities
Department Of Public Health San Francisco Cou
09/19/2008
09/19/2008
09/29/2008
CA

UST SAN FRANCISCO
Underground Storage Tank Information
Department of Public Health
02/11/2021
02/11/2021
05/05/2021
CA

UST SAN JOAQUIN
San Joaquin Co. UST
Environmental Health Department
06/22/2018
06/26/2018
07/11/2018
CA

CUPA SAN LUIS OBISPO
CUPA Facility List
San Luis Obispo County Public Health Departme
05/07/2021
05/11/2021
05/14/2021
CA

BI SAN MATEO
Business Inventory
San Mateo County Environmental Health Service
02/20/2020
02/20/2020
04/24/2020
CA

LUST SAN MATEO
Fuel Leak List
San Mateo County Environmental Health Service
03/29/2019
03/29/2019
05/29/2019
CA

CUPA SANTA BARBARA
CUPA Facility Listing
Santa Barbara County Public Health Department
09/08/2011
09/09/2011
10/07/2011
CA

CUPA SANTA CLARA
Cupa Facility List
Department of Environmental Health
02/24/2021
02/26/2021
05/19/2021
CA

HIST LUST SANTA CLARA
HIST LUST - Fuel Leak Site Activity Report
Santa Clara Valley Water District
03/29/2005
03/30/2005
04/21/2005
CA

LUST SANTA CLARA
LOP Listing
Department of Environmental Health
03/03/2014
03/05/2014
03/18/2014
CA

SAN JOSE HAZMAT
Hazardous Material Facilities
City of San Jose Fire Department
11/03/2020
11/05/2020
01/26/2021
CA

CUPA SANTA CRUZ
CUPA Facility List
Santa Cruz County Environmental Health
01/21/2017
02/22/2017
05/23/2017
CA

CUPA SHASTA
CUPA Facility List
Shasta County Department of Resource Manageme
06/15/2017
06/19/2017
08/09/2017
CA

LUST SOLANO
Leaking Underground Storage Tanks
Solano County Department of Environmental Man
06/04/2019
06/06/2019
08/13/2019
CA

UST SOLANO
Underground Storage Tanks
Solano County Department of Environmental Man
03/23/2021
03/25/2021
06/10/2021
CA

CUPA SONOMA
Cupa Facility List
County of Sonoma Fire & Emergency Services De
12/15/2020
12/16/2020
12/23/2020
CA

LUST SONOMA
Leaking Underground Storage Tank Sites
Department of Health Services
04/01/2021
04/01/2021
06/23/2021
CA

CUPA STANISLAUS
CUPA Facility List
Stanislaus County Department of Ennvironmenta
02/09/2021
02/11/2021
05/05/2021
CA

UST SUTTER
Underground Storage Tanks
Sutter County Environmental Health Services
03/01/2021
03/02/2021
05/19/2021
CA

CUPA TEHAMA
CUPA Facility List
Tehama County Department of Environmental Hea
01/13/2021
01/14/2021
04/06/2021
CA

CUPA TRINITY
CUPA Facility List
Department of Toxic Substances Control
01/19/2021
01/20/2021
04/08/2021
CA

CUPA TULARE
CUPA Facility List
Tulare County Environmental Health Services D
02/02/2021
02/04/2021
04/23/2021
CA

CUPA TUOLUMNE
CUPA Facility List
Divison of Environmental Health
04/23/2018
04/25/2018
06/25/2018
CA

BWT VENTURA
Business Plan, Hazardous Waste Producers, and Operating Uncle Ventura County Environmental Health Division
12/28/2020
01/29/2021
04/22/2021
CA

LF VENTURA
Inventory of Illegal Abandoned and Inactive Sites
Environmental Health Division
12/01/2011
12/01/2011
01/19/2012
CA

LUST VENTURA
Listing of Underground Tank Cleanup Sites
Environmental Health Division
05/29/2008
06/24/2008
07/31/2008
CA

MED WASTE VENTURA
Medical Waste Program List
Ventura County Resource Management Agency
03/29/2021
04/21/2021
04/23/2021
CA

UST VENTURA
Underground Tank Closed Sites List
Environmental Health Division
03/01/2021
03/09/2021
03/31/2021
CA

UST YOLO
Underground Storage Tank Comprehensive Facility Report
Yolo County Department of Health
03/26/2021
04/01/2021
06/23/2021
CA

CUPA YUBA
CUPA Facility List
Yuba County Environmental Health Department
04/21/2021
04/22/2021
05/12/2021
TC6558122.2s Page GR-7

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
61 . a 11 , .. 11 - 1 11 . 1 - I . _ . .. . .

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

TC6558122.2s Page GR-8

TTLC MANAGEMENT, INC. AN ARIZONA CORPORATION PROJECT NO.3706-SD APNs 166-280-60, -61 AND -18 JULY 20, 2021

VISTA, SAN DIEGO COUNTY, CALIFORNIA

APPENDIX E

ENVIRONMENTAL DATABASE REPORT
GEOTEK

APNs 166-280-60, -61 and -18
S Melrose Drive/Matagual Drive
Vista, CA 92081
Inquiry Number: 6558122.2s
June 29, 2021
6 Armstrong Road, 4th floor
Shelton, CT 06484
(rEDR ° Toll Free: 800.352.0050
www.edrnet.com
FORM-L88-LMI

TABLE OF CONTENTS

SECTION
PAGE
Executive Summary
ES1
OverviewMap----------------------------------------------------------- 2 DetailMap-------------------------------------------------------------- 3 Map Findings Summary
4 MapFindings------------------------------------------------------------ 9 Orphan Summary--------------------------------------------------------- 195
Government Records Searched/Data Currency Tracking- - - - - - - - - - - - - - - - - - - - - - - - - - GRA

GEOCHECK ADDENDUM
Physical Setting Source Addendum
A-1
Physical Setting Source Summary
A-2
Physical Setting SSURGO Soil Map ------------------------------------------- A-5
Physical Setting Source Map------------------------------------------------ A-16
Physical Setting Source Map Findings
A-18
Physical Setting Source Records Searched
PSGR-1
Thank you for your business.

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

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

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

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

TC6558122.2s Page 1

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

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

TARGET PROPERTY INFORMATION

ADDRESS

S MELROSE DRIVE/MATAGUAL DRIVE
VISTA, CA 92081

COORDINATES
Latitude (North):

Longitude (West):

Universal Tranverse Mercator:

UTM X (Meters):

UTM Y (Meters):

Elevation:

33.1873380 - 33' 11' 14.41"
117.2530000 - 117' 15' 10.80"
Zone 11
476415.3
3671892.2
352 ft. above sea level

USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map: 5641318 SAN LUIS REY, CA
Version Date: 2012
East Map: 5641320 SAN MARCOS, CA
Version Date: 2012

AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20140603
Source: USDA
TC6558122.2s EXECUTIVE SUMMARY 1

MAPPED SITES SUMMARY
Target Property Address:

S MELROSE DRIVE/MATAGUAL DRIVE
VISTA, CA 92081
Click on Map ID to see full detail.

MAP

ID SITE NAME ADDRESS

DATABASE ACRONYMS

RELATIVE

ELEVATION
DIST (ft. & mi.)

DIRECTION
1 MICHAEL C MAKSIM DDS
630 S MELROSE DR STE
RCRA NonGen / NLR
Higher
147, 0.028, South
A2
CVS PHARMACY # 6368
635 SOUTH MELROSE DR

RCRA-LQG
Lower
249, 0.047, WSW
A3
CVS PHARMACY #6368
635 S MELROSE DR
San Diego Co. HMMD, CERS HAZ WASTE, CERS
Lower
249, 0.047, WSW
B4

DRY CLEANING STATION
485 S MELROSE DR
EDR Hist Cleaner
Lower
342, 0.065, NNW
B5

VISTA DENTAL GROUP
435 S MELROSE DR
RCRA NonGen / NLR
Higher
600, 0.114, NW
B6

VISTA DENTAL GROUP
435 S MELROSE DR STE

CERS HAZ WASTE, CERS
Higher
600, 0.114, NW
7 ENRIQUE MARROQUINE
1104 COLLINSWOOD LAN
RCRA NonGen / NLR
Higher
620, 0.117, ENE
8 LAHIRU RATH
1104 MELROSE WAY
RCRA NonGen / NLR
Higher
943, 0.179, SSW
9 SLIVNIK, AUGUST & MI
671 MATAGUAL DR.

RCRA NonGen / NLR
Lower
1094, 0.207, NE
C10

VISTA REGIONAL CENTE
325 S MELROSE DR
San Diego Co. HMMD, HIST UST, NPDES, CIWQS, CERS
Lower
1293, 0.245, NNW
C11

JUDICIAL COUNCIL OF
325 SOUTH MELROSE DR
RCRA NonGen / NLR
Lower
1293, 0.245, NNW
C12
325 SO MELROSE DR
325 S MELROSE DR

ENVIROSTOR, VCP, CIWQS
Lower
1293, 0.245, NNW
C13

VISTA REGIONAL CENTE
325 SOUTH MELROSE DR

LUST, CPS-SLIC, HIST UST, SAN DIEGO CO LOP
Lower
1293, 0.245, NNW
C14

GEN SERV FACILITIES
325 S MELROSE DR
SAN DIEGO CO. SAM, UST, Cortese, CERS
Lower
1293, 0.245, NNW
C15

SD COUNTY SHERIFFS D
325 S MELROSE AVE
RCRA NonGen / NLR
Lower
1293, 0.245, NNW
C16

NORTH COUNTY TRANSIT
325 SOUTH MELROSE DR
RCRA NonGen / NLR
Lower
1293, 0.245, NNW
C17

JUDICIAL COUNCIL OF
325 SOUTH MELROSE DR
RCRA NonGen / NLR
Lower
1293, 0.245, NNW
C18

SD CNTY VISTA DET FA
325 S MELROSE DR
CPS-SLIC, San Diego Co. HMMD, CERS
Lower
1293, 0.245, NNW
19 BREEZE HILL RANCH CO
333 S MELROSE DR
LUST, SAN DIEGO CO. SAM, San Diego Co. HMMD,...

Lower
1557, 0.295, North
20 FOOD 4 LESS #300
500 HACIENDA DR
SWRCY, San Diego Co. HMMD, HAZNET, HWTS
Lower
1780, 0.337, NNE
21 NORTH COUNTY REGIONA
325 MELROSE

HIST CORTESE
Lower
1899, 0.360, NNW
D22

MELROSE VALERO
210 S MELROSE DR
SAN DIEGO CO. SAM, UST, SWEEPS UST, Cortese
Lower
2002, 0.379, North
D23

MELROSE VALERO
210 S MELROSE DR
LUST, San Diego Co. HMMD, HIST UST, CERS
Lower
2002, 0.379, North
24 ALLISON X-RAY COMPAN
950 S MELROSE DR
San Diego Co. HMMD, RCRA NonGen / NLR, FINDS,...

Higher
2526, 0.478, South
25 COPPER/IRON SCHOOL

COPPER DRIVE/IRON DR

ENVIROSTOR, SCH, CERS
Lower
4169, 0.790, NNW
6558122.2s Page 2

EXECUTIVE SUMMARY

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

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

STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL National Priority List
Proposed NPL---------------- Proposed National Priority List Sites NPL LIENS Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL National Priority List Deletions
Federal CERCLIS list
FEDERAL FACILITY---------. Federal Facility Site Information listing SEMS Superfund Enterprise Management System
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list
CORRACTS------------------ Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF RCRA - Treatment, Storage and Disposal
Federal RCRA generators list
RCRA-SQG RCRA - Small Quantity Generators
RCRA-VSQG----------------- RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators)
Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System
US ENG CONTROLS--------. Engineering Controls Sites List TC6558122.2s EXECUTIVE SUMMARY 3

EXECUTIVE SUMMARY
US INST CONTROLS_ _ _ _ _ _ _ _ Institutional Controls Sites List Federal ERNS list
ERNS Emergency Response Notification System
State- and tribal - equivalent NPL
RESPONSE State Response Sites
State and tribal landfill and/or solid waste disposal site lists SWF/LF______________________ Solid Waste Information System State and tribal leaking storage tank lists
INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists
FEMA UST Underground Storage Tank Listing
AST__________________________ Aboveground Petroleum Storage Tank Facilities INDIAN UST Underground Storage Tanks on Indian Land
State and tribal voluntary cleanup sites
INDIAN VCP------------------ Voluntary Cleanup Priority Listing State and tribal Brownfields sites
BROWNFIELDS______________ Considered Brownfieds Sites Listing

ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS A Listing of Brownfields Sites
Local Lists of Landfill / Solid Waste Disposal Sites
WMUDS/SWAT Waste Management Unit Database
HAULERS____________________ Registered Waste Tire Haulers Listing INDIAN ODI Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI__________________________ Open Dump Inventory
IHS OPEN DUMPS Open Dumps on Indian Land
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL Delisted National Clandestine Laboratory Register HIST Cal -Sites ---------------- Historical Calsites Database SCH School Property Evaluation Program
CDL Clandestine Drug Labs
San Diego Co. HMMD-------- Hazardous Materials Management Division Database TC6558122.2s EXECUTIVE SUMMARY 4

EXECUTIVE SUMMARY
Toxic Pits --------------------- Toxic Pits Cleanup Act Sites US CDL National Clandestine Laboratory Register
PFAS PFAS Contamination Site Location Listing
Local Lists of Registered Storage Tanks
SWEEPS UST ---------------- SWEEPS UST Listing
CERS TANKS California Environmental Reporting System (CERS) Tanks CA FID UST Facility Inventory Database
Local Land Records
LIENS________________________ Environmental Liens Listing LIENS 2 CERCLA Lien Information
DEED Deed Restriction Listing
Records of Emergency Release Reports
HMIRS_______________________
Hazardous Materials Information Reporting System
CHMIRS
California Hazardous Material Incident Report System
LDS
Land Disposal Sites Listing
MCS_________________________
Military Cleanup Sites Listing
SPILLS 90
SPILLS 90 data from FirstSearch
Other Ascertainable Records
FUDS
Formerly Used Defense Sites
DOD_________________________
Department of Defense Sites

SCRD DRYCLEANERS
State Coalition for Remediation of Drycleaners Listing

US FIN ASSUR
Financial Assurance Information

EPA WATCH LIST ------------

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

COAL ASH DOE
Steam -Electric Plant Operation Data
COAL ASH EPA_ _ _ _ _ _ _ _ _ _ _
_ _ _ Coal Combustion Residues Surface Impoundments List

PCB TRANSFORMER
PCB Transformer Registration Database

RADINFO
Radiation Information Database
HIST FTTS___________________
FIFRA/TSCA Tracking System Administrative Case Listing

DOT OPS
Incident and Accident Data

CONSENT
Superfund (CERCLA) Consent Decrees
INDIAN RESERV_____________
Indian Reservations
FUSRAP
Formerly Utilized Sites Remedial Action Program
UMTRA
Uranium Mill Tailings Sites
LEAD SMELTERS____________
Lead Smelter Sites
TC6558122.2s EXECUTIVE SUMMARY 5

EXECUTIVE SUMMARY

US AIRS---------------------
Aerometric Information Retrieval System Facility Subsystem

US MINES
Mines Master Index File

ABANDONED MINES
Abandoned Mines
FINDS-----------------------.

Facility Index System/Facility Registry System

DOCKET HWC
Hazardous Waste Compliance Docket Listing
UXO
Unexploded Ordnance Sites

ECHO ------------------------
Enforcement & Compliance History Information

FUELS PROGRAM
EPA Fuels Program Registered Listing
CA BOND EXP. PLAN
Bond Expenditure Plan
CUPA Listings----------------
CUPA Resources List

DRYCLEANERS
Cleaner Facilities
EMI
Emissions Inventory Data

ENF--------------------------
Enforcement Action Listing
Financial Assurance
Financial Assurance Information Listing
HAZNET
Facility and Manifest Data
ICE--------------------------.

ICE
HWT
Registered Hazardous Waste Transporter Database
MINES
Mines Site Location Listing

MWMP-----------------------
Medical Waste Management Program Listing
NPDES
NPDES Permits Listing

PEST LIC
Pesticide Regulation Licenses Listing

PROC------------------------
Certified Processors Database
Notify 65
Proposition 65 Records
UIC
UIC Listing

Vista City CouncilJune 27, 2023

Vista City Council
June 27, 2023