ATTACHMENT 5A - 1237.1001.0_LAFD_Division_5_Permit_Application_MD.pdf

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Z2DZ--Mitigate of Underground Fuel Storage Tank
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36C26220B0003
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This notice provides details for an upcoming solicitation to mitigate an underground fuel storage tank. The Department of Veterans Affairs Greater Los Angeles Healthcare System located at 11301 Wilshire Boulevard in Los Angeles, California requires mitigation of an underground fuel storage tank. The requirement includes general construction, alterations, mechanical and electrical work, utility systems, demolition, and other items necessary for completion. Work will be performed in a functioning hospital environment. The project is set aside 100% for Service-Disabled Veteran-Owned Small Businesses listed as verified in the Vendor Information Pages database. The North American Industry Classification code is 236220 for commercial and institutional building construction with a size standard of $39.5 million. The magnitude of the construction project is estimated between $500,000 to $1 million. The agency will issue an invitation for bids on June 15, 2020 via Sam.gov. A site visit will be scheduled with solicitation details.

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1725 Victory Boulevard, Glendale, California 91201 / P 818.246.2707 / F 818.246.3145 www.citadelenvironmental.com

July 25, 2018

LAFD Underground Storage Tank Unit UST Plan Check 200 North Main Street, Suite 1780 Los Angeles, CA 90013

Re: CITADEL Project No. 1237.1001.0 Division 5 Permit Application

Underground Storage Tank and Associated Piping 11301 Wilshire Boulevard Los Angeles, California 90073

To Whom it may Concern:

Citadel Environmental Services, Inc. is pleased to provide you with this LAFD Division 5 Permit Application for a 300,000-gallon concrete underground storage tank for the Department of Veterans Affairs Greater Los Angeles Healthcare System facility located at 11301 Wilshire Boulevard, Los Angeles, CA 90073.

If, after your review, you have any questions or require additional information, please do not hesitate to telephone me at the Citadel Office at (818) 246-2707.

Sincerely, CITADEL ENVIRONMENTAL SERVICES, INC.

T. Michael Pendergrass, PG Senior Project Geologist, Engineering and Environmental Sciences

Enclosure http://www.citadelenvironmental.com/

1725 Victory Boulevard, Glendale, California 91201 / P 818.246.2707 / F 818.246.3145 www.citadelenvironmental.com

Los Angeles Fire Department Underground Storage Tank Unit UST Plan Check Los Angeles, California 90013

Division 5 Permit Application

July 25, 2018

Citadel Project Number 1237.1001.0

Underground Storage Tank

Los Angeles, California 90049 www.citadelenvironmental.com http://www.citadelenvironmental.com/

CITADEL PROJECT NO. 1237.1001.0

DIVISION 5 PERMIT APPLICATION

UNDERGROUND STORAGE TANK AND ASSOCIATED PIPING

11301 WILSHIRE BOULEVARD

LOS ANGELES, CALIFORNIA

JULY 25, 2018

Table of Contents

1.0 INTRODUCTION AND BACKGROUND

2.0 PREVIOUS INVESTIGATIONS

3.0 DIVISION 5 PERMIT APPPLICATION NARATIVE

4.0 DIVISION 5 PERMIT DOCUMENTS

5.0 SIGNATURES

LIST OF FIGURES

Figure 1 Site Location Map Figure 2 Site Map Showing UST Location

APPENDICES

Appendix 1 September 2, 2016 Preliminary Subsurface Investigation Report Appendix 2 July 13,2018 Soil and Groundwater Sampling Report Appendix 3 Structural Engineer’s Certification Appendix 4 Application for Division 5 Permit Appendix 5 Department of Veterans Affairs, Greater Los Angeles Healthcare System Authorization for

Citadel to Obtain Division 5 Permit Appendix 6 Proof of Land Ownership Appendix 7 Financial Responsibility Letter Appendix 8 4Granite Inc. Authorization for Citadel to Obtain Division 5 Permit Appendix 9 4Granite Inc. State Contractors License #898549 Appendix 10 4Granite Inc. State Contractors License Pocket Card Appendix 11 4Granite Inc. Workers Compensation Insurance Appendix 12 4Granite Inc. Los Angeles City Business License

DIVISION 5 PERMIT APPLLICATION

11301 WILSHIRE BOULEVARD

1237.1001.0_LAFD_Division_5_Permit_Application_MD 1

1.0 INTRODUCTION AND BACKGROUND

Citadel Environmental Services, Inc. (Citadel) is pleased to provide this Division 5 Permit Application on behalf of 4Granite Inc. (Contractor) and the Department of Veterans Affairs Greater Los Angeles Healthcare System(VA-GLAHS) (Owner).

An approximately 300,000-gallon Underground Storage Tank (UST) is proposed to be abandoned in place. Citadel understands that the UST may have been installed in or around 1964 and is constructed of reinforced concrete with an interior and exterior protective coating. The dimensions of the UST vault are 85 feet by 48 feet. The UST was used for bulk storage of fuel oil for an on-Site boiler house and was placed out of service in 1993. The fuel oil was removed at that time and the tank interior cleaned. Residual water remains in the UST and will be pumped out as part of the closure process. Please refer to Figure 1 for the site location and Figure 2 for the UST and transfer piping locations.

2.0 PREVIOUS INVESTIGATIONS

In August 2016, Citadel advanced seven soil borings surrounding the UST perimeter using a direct push drill rig. Borings identified as Soil Boring-1 (SB-1) to SB-5 and SB-7 were advanced to 25 feet bgs. Boring SB-6 attempted to reach groundwater but encountered refusal at 41.5 feet below ground surface (bgs).

Soil samples were analyzed for Total Petroleum Hydrocarbons (TPH) by EPA Method 8015B and Benzene, Toluene, Ethylbenzene, and Xylenes (BTEX) by EPA Method 8260B. Results were non-detect for BTEX compounds in each soil sample. TPH was non-detect in each soil sample, except the 15-foot bgs samples from borings SB-1 and SB-7, both located near the southern end of the UST. Maximum concentrations of TPH as gasoline (TPHg), TPH as diesel (TPHd) and TPH as oil (TPHo) were 5.72 mg/kg, 1,300 mg/kg and 27.5 mg/kg, respectively. A copy of this report is included in Appendix 1.

On June 5, 2018, Citadel advanced 12 soil borings (identified as SB-1 to SB-12) adjacent to the transfer piping between the UST and the boiler building located northeast of Bonsall Avenue, using a direct push drill rig. These borings were advanced to depths of between five and 15 feet bgs.

Based on the results of the geophysical survey and visible observations, the base of the underground conduit that runs between the UST and the boiler building northeast of Bonsall Avenue is located approximately five to six feet below grade adjacent to the UST; approximately 10 feet below grade after turning to the northeast across Bonsall Avenue; approximately 15 feet below grade perpendicular to Bonsall Avenue; and approximately 10 feet below grade near the boiler building. Based on these approximate depths, four soil borings near the UST (SB-1 to SB-4) were advanced to approximately six feet bgs; two borings across Bonsall Avenue (SB-5 and SB-6) were advanced to approximately 10 feet bgs; four borings along the conduit perpendicular to Bonsall Avenue (SB-7 to SB-10) were advanced to approximately 15 feet bgs; and two borings near the boiler building (SB-11 and SB-12) were advanced to approximately 10 feet bgs.

Field measurements using a photo-ionizing detector (PID) for the soil samples ranged from 0.0 to

0.1 parts per million (ppm). The soil samples were analyzed for TPH by EPA Method 8015B and BTEX compounds by EPA Method 8260B. TPH and BTEX compounds were not reported above laboratory practical quantitation limits (pql) in any of the soil samples.

On June 6, 2018, Citadel advanced two borings to groundwater (identified as GB-1 and GB-2) at the southwest and northeast sides of the UST using a hollow stem auger rig.

11301 WILSHIRE BOULEVARD

1237.1001.0_LAFD_Division_5_Permit_Application_MD 2

To determine approximate depth to groundwater at the Site, Citadel reviewed the Regional Water Control Board Geotracker database of known environmental cases in the Site vicinity. A former UST case located approximately 3,300 feet east of the Site encountered groundwater during a 2008 sampling event at an approximate elevation of 264 feet msl. A former UST case located approximately 3,800 feet west of the Site encountered groundwater at approximately 271 feet above msl during a 2009 sampling event. Each of the sites reviewed show the groundwater gradient in the area approximately to the south or southeast matching the topography in the area and placing the sites to the east and west directly cross gradient from the Site. Using the Site elevation of approximately 350 feet msl, and the groundwater elevation at the two cross gradient sites, groundwater was expected to be encountered between 264 and 271 feet above msl or approximately 79 to 86 feet bgs.

Citadel collected soil samples from the groundwater borings at five, 15, and 20 feet bgs; and at ten-foot intervals thereafter. Groundwater was encountered in the GB-1 and GB-2 at approximately 95 feet bgs.

VOCs were not detected during the field screening with the PID in any of the soil samples from GB-1 and GB-2, with the exception of the 60-foot sample from GB-1, at 0.1 ppm. The soil and groundwater samples from the groundwater borings were analyzed for TPH by EPA Method 8015B, BTEX compounds and methyl tert-butyl ether, di-isopropyl ether, ethyl tert-butyl ether, tert-amyl methyl ether and tertiary butyl alcohol (oxygenates) by EPA Method 8260B. TPH, BTEX compounds and oxygenates were not reported above the laboratory pql in any of the soil and groundwater samples.

A water sample was collected from the UST and was also analyzed for TPH by EPA Method 8015B, BTEX compounds and oxygenates by EPA Method 8260B. TPH, BTEX compounds and oxygenates were not reported above the laboratory pql in the UST water sample.

A copy of the report covering the June 5 and 6, 2018 activities is included in Appendix 2.

3.0 DIVISION 5 PERMIT APPLICATION NARRATIVE

The UST is proposed to be Abandoned-in-Place by filling the tank void with a cellular concrete mixture. The cellular concrete mixture has the strength characteristics of 2-sack slurry with the added benefits of being highly pumpable and a flowable mixture. For every truckload of bulk cement, the cellular concrete mixture will produce 120 cubic yards of fill material.

The process of filling the UST will involve setting up a portable batch plant onsite to mix the concrete with the cellular foam. Once the equipment is set up at the site, the established mix design will be reviewed by the pump operator for the pounds of cement per cubic yard, the gallons of water per cubic yard and the amount of foam per cubic yard. The slurry is pumped to the In-Line Blending System where the pre-formed foam is introduced into the slurry, producing the air-filled cellular concrete. The volumes placed in the tanks will be verified by comparing the theoretical volume with the amount of cement delivered and water used.

The cellular concrete mixture will be inspected and sampled using any of several standard sampling containers. This sample is weighed and compared to the density in the specific mix design. If adjustments are required, they will be made and the procedure is repeated. Once the sampled density conforms to the mix design density, the cellular concrete mixture will be placed inside the tank. Density samples are taken every fifteen (15) minutes for the first hour to ensure uniformity. Thereafter, the density samples are taken every half hour, again to ensure uniformity.

11301 WILSHIRE BOULEVARD

1237.1001.0_LAFD_Division_5_Permit_Application_MD 3

The material will be gravity fed from into several openings in the tank at the surface. Roughly 2.5 feet per day of cellular concrete material will be placed into the tank. Each day the depth of the cellular concrete backfill will be monitored to ensure the level of the grout is being brought up uniformly to ensure no voids remain during the first lifts. There is the potential to leave voids at the top of the tank during the final lift. To minimize this, the final lift will be pumped to move the material to the extremities of the tank and ensure most of the trapped air pockets are expelled.

At the end of each working day, reports of cellular concrete placement will be completed and the depth of cellular concrete will be monitored. Reports will be turned in each day prior to start of work the next day.

A two-inch pipe connects the UST to the Boiler Plant. The pipe is enclosed in an underground concrete tunnel and the pipe is capped at the Boiler Plant end. Based upon the soil borings and sampling analysis results, there is no evidence of piping leaks. During the UST closure actions, the pipe will be uncapped, emptied of any residual fluids, recapped, and left in place.

A structural engineer has reviewed the Site and available UST plans, and has determined that Abandonment-In-Place would be the least disruptive method of abandonment due to the size and location of the UST. A copy of the engineer’s letter is included in Appendix 3.

4.0 DIVISION 5 PERMIT DOCUMENTS

Citadel has been given permission to obtain the Division 5 permit on behalf of the UST owner and the lead contractor. A list of the required documents is below:

• Application for Division 5 Permit (Appendix 4)

• Letter from Department of Veterans Affairs, Greater Los Angeles Healthcare System (UST owner) authorizing Citadel to obtain the Division 5 Permit (Appendix 5)

• Letter showing ownership of the land (Appendix 6)

• Self-insurance by the Federal Government In lieu of Certification of Financial Responsibility for Underground Storage Tanks (Appendix 7)

• Letter from 4Granite Inc. (lead contractor) authorizing Citadel to obtain the Division 5

Permit (Appendix 8)

• 4Granite Inc. proof of State Contractors License #898549 (Appendix 9)

• 4 Granite Inc. Active License pocket card expiring 6/30/2019 (Appendix 10)

• 4 Granite Inc. proof of workers compensation insurance (Appendix 11)

• 4 Granite Inc. Los Angles City Business License (Appendix 12)

11301 WILSHIRE BOULEVARD

1237.1001.0_LAFD_Division_5_Permit_Application_MD 4

5.0 SIGNATURES

Division 5 Application Prepared by:

T. Michael Pendergrass, PG 5685 Senior Project Manager

Figures

Source: USGS, Beverly Hills Quadrangle, 2015, 7.5 Minute Series Not to Scale

CONCOURSE FEDERAL GROUP

Los Angeles CA

Figure 1 PROJECT NO: 1237.1001.0

DATE: JULY 2018

Site Location Map

SITE LOCATION

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APPROXIMATE LOCATION OF TRANSFER PIPING BETWEEN UST AND BOILER BUILDING

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SCOPE OF WORK: TO PROPERLY ABANDON-IN-PLACE A UNDERGROUND STORAGE TANK (UST).

BELOW IS INFORMATION REGARDING THE SITE AND THE WORK THAT WILL BE CONDUCTED AT THE

SITE:

1. THE UST IS LOCATED AT 11301 WILSHIRE BOULEVARD, LOS ANGELES, CALIFORNIA.

2. THE SIZE OF THE UST IS APPROXIMATELY 300,000 GALLONS AND IS CONSTRUCTED OF

REINFORCED CONCRETE.

3. A HEALTH AND SAFETY PLAN WILL BE PREPARED.

4. THE UST WILL BE EMPTIED AND CLEANED. THE WORK WILL BE CONDUCTED BY A LICENSED

HAZARDOUS WASTE TRANSPORTER USING PROPER MANIFEST DOCUMENTATION. THE UST

CLEANING AND ABANDONMENT-IN-PLACE WILL BE WITNESSED BY A LOS ANGELES FIRE

DEPARTMENT (LAFD) INSPECTOR.

5. DURING CLEANING AND BACKFILLING PROCESS, CITADEL WILL MONITOR AIR EMISSIONS AT 15 MINUTE INTERVALS USING A DIRECT READING PORTABLE PHOTO-IONIZING DETECTOR (PID), OR

EQUIVALENT AND RECORD DATA IN A RULE 1166 SOIL MONITORING RECORDS FORM.

6. UPON COMPLETION OF EMPTYING AND CLEANING THE UST, THE UST WILL BE BACKFILLED WITH

CELLULAR CONCRETE.

7. A FINAL SOILS REPORT WILL BE SUBMITTED TO THE LAFD IN A UST REMOVAL REPORT PREPARED

BY A CALIFORNIA PROFESSIONAL GEOLOGIST.

FACILITY OWNER: DEPARTMENT OF VETERANS AFFAIRS, GREATER LOS ANGELES HEALTHCARE SYSTEM

CITADEL PROFESSIONAL GEOLOGIST: T. MICHAEL PENDERGRASS, PG #5685

EPA ID #: CA2360030033

APPROXIMATE UST LOCATION

PERMIT APPROVAL:

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T:\Glendale\Glendale\Clients\Concourse Federal Group\1237.1001_UST_Closure_Consulting\Design\1237.1001.0_UST Closure7/6/2018 11:04 AMCindy Hernandez

Appendix 1

September 2, 2016, Preliminary Subsurface Investigation Report

Table 1: Summary of Soil Sampling Results Sample Depth Ethyl-

(feet bgs) benzene

SB-1 5 ND1<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-1 10 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-1 15 4.34 1,300 26.4 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-1 20 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-1 25 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-2 5 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-2 10 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-2 15 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-2 20 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-2 25 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-3 5 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-3 10 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-3 15 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-3 20 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-3 25 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-4 5 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-4 10 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-4 15 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-4 20 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-4 25 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-5 5 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-5 10 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-5 15 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-5 20 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-5 25 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-6 5 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-6 10 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-6 15 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-6 20 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-6 25 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-6 35 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-6 41.5 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-7 5 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-7 10 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-7 15 5.72 1,060 27.5 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-7 20 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

SB-7 25 ND<0.100 ND<1.0 ND<1.0 ND<0.001 ND<0.001 ND<0.001 ND<0.001

Residential ESL 740 230 11,000 0.23 970 5.1 560 Industrial ESL 3,900 1,100 140,000 1 4,600 22 2,400

Total Xylenes

All results in milligrams per kilogram (mg/kg); detected concentrations are shown in bold red type; 1 – Not Detected

Boring ID TPHg TPHd TPHo Benzene Toluene

0.

Source: Google Earth Not to Scale

U.S. DEPT. OF VETERAN AFFAIRS

Bonsall Avenue

West Los Angeles Medical Center Los Angeles CA

Figure 4 PROJECT NO: 5137.1132.0

DATE: JUNE 2016

Site Map with Sampling Locations

UST Location

- Soil Boring Locations

Pump Room

SB-4

SB-3

SB-5

SB-6

SB-7

SB-1

SB-2

Job Number Order Date Client

84004 08/10/2016 CES

Number of Pages 42 Date Received 08/10/2016 Date Reported 08/18/2016

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

Ordered By

Attention: Mark Drollinger Telephone: (818)246-2707

Enclosed please find results of analyses of 37 soil samples which were analyzed as specified on the attached chain of custody. If there are any questions, please do not hesitate to call.

Site: Bonsall Avenue Los Angeles, CA

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Cyrus Razmara, Ph.D.

Laboratory Director

Approved By:Checked By:

Project ID: 5137.1132

Date Received 08/10/2016

Date Reported 08/18/2016

Citadel Environmental Services, Inc

1725 Victory Boulevard

Glendale, CA 91201-

Ordered By

Attention: Mark Drollinger Telephone: (818)246-2707

Page: 1 A

AETL received 37 samples with the following specification on 08/10/2016.

CERTIFICATE OF ANALYSIS

CASE NARRATIVE

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Lab ID Sample ID Sample Date Matrix Quantity Of Containers

84004.01 SB-6-5 08/09/2016 Soil 1

84004.02 SB-6-10 08/09/2016 Soil 1

84004.03 SB-6-15 08/09/2016 Soil 1

84004.04 SB-6-20 08/09/2016 Soil 1

84004.05 SB-6-25 08/09/2016 Soil 1

84004.06 SB-6-35 08/09/2016 Soil 1

84004.07 SB-6-41.5 08/09/2016 Soil 1

84004.08 SB-5-5 08/09/2016 Soil 1

84004.09 SB-5-10 08/09/2016 Soil 1

84004.10 SB-5-15 08/09/2016 Soil 1

84004.11 SB-5-20 08/09/2016 Soil 1

84004.12 SB-5-25 08/09/2016 Soil 1

84004.13 SB-4-5 08/09/2016 Soil 1

84004.14 SB-4-10 08/09/2016 Soil 1

84004.15 SB-4-15 08/09/2016 Soil 1

84004.16 SB-4-20 08/09/2016 Soil 1

84004.17 SB-4-25 08/09/2016 Soil 1

84004.18 SB-3-5 08/09/2016 Soil 1

84004.19 SB-3-10 08/09/2016 Soil 1

84004.20 SB-3-15 08/09/2016 Soil 1

84004.21 SB-3-20 08/09/2016 Soil 1

84004.22 SB-3-25 08/09/2016 Soil 1

84004.23 SB-2-5 08/09/2016 Soil 1

84004.24 SB-2-10 08/09/2016 Soil 1

Continued

Project ID: 5137.1132

Date Received 08/10/2016

Date Reported 08/18/2016

Citadel Environmental Services, Inc

1725 Victory Boulevard

Glendale, CA 91201-

Ordered By

Attention: Mark Drollinger Telephone: (818)246-2707

Page: 1 B

CERTIFICATE OF ANALYSIS

CASE NARRATIVE

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

84004.25 SB-2-15 08/09/2016 Soil 1

84004.26 SB-2-20 08/09/2016 Soil 1

84004.27 SB-2-25 08/09/2016 Soil 1

84004.28 SB-1-5 08/09/2016 Soil 1

84004.29 SB-1-10 08/09/2016 Soil 1

84004.30 SB-1-15 08/09/2016 Soil 1

84004.31 SB-1-20 08/09/2016 Soil 1

84004.32 SB-1-25 08/09/2016 Soil 1

84004.33 SB-7-5 08/09/2016 Soil 1

84004.34 SB-7-10 08/09/2016 Soil 1

84004.35 SB-7-15 08/09/2016 Soil 1

84004.36 SB-7-20 08/09/2016 Soil 1

84004.37 SB-7-25 08/09/2016 Soil 1

Method ^ Submethod Priority TAT UnitsReq Date

(8260B) ^ BTEX 2 Normal ug/Kg08/17/2016 (M8015D) ^ C13-C40 2 Normal mg/Kg08/17/2016 (M8015G) 2 Normal mg/Kg08/17/2016

The samples were analyzed as specified on the enclosed chain of custody.

No analytical non-conformances were encountered.

Unless otherwise noted, all results of soil and solid samples are based on wet weight.

Cyrus Razmara, Ph.D.

Approved By:Checked By:

QC Batch No: 0812162A1

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

2Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (8260B), BTEX by GC/MS (SW846)

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

Date Prepared 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

SB-6-5 SB-6-20SB-6-15SB-6-10Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.02 84004.03 84004.0484004.01Method Blank

10.0Benzene 1.0 ND ND ND ND ND

10.0Ethylbenzene 1.0 ND ND ND ND ND

10.0Toluene (Methyl benzene) 1.0 ND ND ND ND ND

10.0o-Xylene 1.0 ND ND ND ND ND

20.0m,p-Xylenes 1.0 ND ND ND ND ND

Our Lab I.D. 84004.01 84004.02 84004.03 84004.04Method Blank Surrogates %Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec.

Bromofluorobenzene 75-125 88.0 88.7 89.5 87.5 89.2

Dibromofluoromethane 75-125 115 116 114 113 115

Toluene-d8 75-125 108 110 108 108 108

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

3Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (8260B), BTEX by GC/MS (SW846)

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

Date Prepared 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

SB-6-25 SB-6-35 SB-5-10SB-5-5SB-6-41.5Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.07 84004.08 84004.0984004.0684004.05

10.0Benzene 1.0 ND ND ND ND ND

10.0Ethylbenzene 1.0 ND ND ND ND ND

10.0Toluene (Methyl benzene) 1.0 ND ND ND ND ND

10.0o-Xylene 1.0 ND ND ND ND ND

20.0m,p-Xylenes 1.0 ND ND ND ND ND

Our Lab I.D. 84004.05 84004.06 84004.07 84004.08 84004.09 Surrogates %Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec.

Bromofluorobenzene 75-125 89.7 77.9 78.6 77.2 86.4

Dibromofluoromethane 75-125 115 116 115 116 116

Toluene-d8 75-125 108 108 107 108 108

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

4Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (8260B), BTEX by GC/MS (SW846)

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/2016

Dilution Factor 1 1 Units ug/Kg ug/Kg Matrix Soil Soil Date Analyzed 08/12/2016 08/12/2016

Date Prepared 08/12/2016 08/12/2016

SB-5-15 SB-5-20Client Sample I.D.

Analytes MDL Results ResultsPQL

Preparation Method 5030 5030

Our Lab I.D. 84004.1184004.10

10.0Benzene 1.0 ND ND

10.0Ethylbenzene 1.0 ND ND

10.0Toluene (Methyl benzene) 1.0 ND ND

10.0o-Xylene 1.0 ND ND

20.0m,p-Xylenes 1.0 ND ND

Our Lab I.D. 84004.10 84004.11 Surrogates %Rec.Limit % Rec. % Rec.

Bromofluorobenzene 75-125 75.1 86.6

Dibromofluoromethane 75-125 125 98.2

Toluene-d8 75-125 106 106

QC Batch No: 0811162A1

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

5Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (8260B), BTEX by GC/MS (SW846)

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/11/2016 08/11/2016 08/12/2016 08/12/2016 08/12/2016

Date Prepared 08/11/2016 08/11/2016 08/11/2016 08/11/2016 08/11/2016

SB-5-25 SB-4-15SB-4-10SB-4-5Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.13 84004.14 84004.1584004.12Method Blank

10.0Benzene 1.0 ND ND ND ND ND

10.0Ethylbenzene 1.0 ND ND ND ND ND

10.0Toluene (Methyl benzene) 1.0 ND ND ND ND ND

10.0o-Xylene 1.0 ND ND ND ND ND

20.0m,p-Xylenes 1.0 ND ND ND ND ND

Our Lab I.D. 84004.12 84004.13 84004.14 84004.15Method Blank Surrogates %Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec.

Bromofluorobenzene 75-125 87.1 88.9 87.8 86.0 88.0

Dibromofluoromethane 75-125 116 116 117 117 118

Toluene-d8 75-125 110 107 107 107 109

QC Batch No: 0811162A1

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

6Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (8260B), BTEX by GC/MS (SW846)

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/2016

Dilution Factor 1 Units ug/Kg Matrix Soil Date Analyzed 08/12/2016

Date Prepared 08/11/2016

SB-4-20Client Sample I.D.

Analytes MDL ResultsPQL

Preparation Method 5030

Our Lab I.D. 84004.16

10.0Benzene 1.0 ND

10.0Ethylbenzene 1.0 ND

10.0Toluene (Methyl benzene) 1.0 ND

10.0o-Xylene 1.0 ND

20.0m,p-Xylenes 1.0 ND

Our Lab I.D. 84004.16 Surrogates %Rec.Limit % Rec.

Bromofluorobenzene 75-125 76.0

Dibromofluoromethane 75-125 118

Toluene-d8 75-125 109

QC Batch No: 0812162A2

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

7Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (8260B), BTEX by GC/MS (SW846)

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/13/2016

Date Prepared 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

SB-4-25 SB-3-15SB-3-10SB-3-5Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.18 84004.19 84004.2084004.17Method Blank

10.0Benzene 1.0 ND ND ND ND ND

10.0Ethylbenzene 1.0 ND ND ND ND ND

10.0Toluene (Methyl benzene) 1.0 ND ND ND ND ND

10.0o-Xylene 1.0 ND ND ND ND ND

20.0m,p-Xylenes 1.0 ND ND ND ND ND

Our Lab I.D. 84004.17 84004.18 84004.19 84004.20Method Blank Surrogates %Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec.

Bromofluorobenzene 75-125 86.2 92.6 88.3 75.7 74.5 S6

Dibromofluoromethane 75-125 101 107 112 114 111

Toluene-d8 75-125 107 107 107 109 109

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

8Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (8260B), BTEX by GC/MS (SW846)

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/13/2016 08/13/2016 08/13/2016 08/13/2016 08/13/2016

Date Prepared 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

SB-3-20 SB-3-25 SB-2-15SB-2-10SB-2-5Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.23 84004.24 84004.2584004.2284004.21

10.0Benzene 1.0 ND ND ND ND ND

10.0Ethylbenzene 1.0 ND ND ND ND ND

10.0Toluene (Methyl benzene) 1.0 ND ND ND ND ND

10.0o-Xylene 1.0 ND ND ND ND ND

20.0m,p-Xylenes 1.0 ND ND ND ND ND

Our Lab I.D. 84004.21 84004.22 84004.23 84004.24 84004.25 Surrogates %Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec.

Bromofluorobenzene 75-125 85.5 75.0 86.4 92.0 74.7

Dibromofluoromethane 75-125 109 109 114 108 110

Toluene-d8 75-125 108 110 110 108 108

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

9Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (8260B), BTEX by GC/MS (SW846)

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/2016

Dilution Factor 1 Units ug/Kg Matrix Soil Date Analyzed 08/13/2016

Date Prepared 08/12/2016

SB-2-20Client Sample I.D.

Analytes MDL ResultsPQL

Preparation Method 5030

Our Lab I.D. 84004.26

10.0Benzene 1.0 ND

10.0Ethylbenzene 1.0 ND

10.0Toluene (Methyl benzene) 1.0 ND

10.0o-Xylene 1.0 ND

20.0m,p-Xylenes 1.0 ND

Our Lab I.D. 84004.26 Surrogates %Rec.Limit % Rec.

Bromofluorobenzene 75-125 86.9

Dibromofluoromethane 75-125 111

Toluene-d8 75-125 107

QC Batch No: 0813162A1

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

10Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (8260B), BTEX by GC/MS (SW846)

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/13/2016 08/13/2016 08/13/2016 08/13/2016 08/13/2016

Date Prepared 08/13/2016 08/13/2016 08/13/2016 08/13/2016 08/13/2016

SB-2-25 SB-1-15SB-1-10SB-1-5Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.28 84004.29 84004.3084004.27Method Blank

10.0Benzene 1.0 ND ND ND ND ND

10.0Ethylbenzene 1.0 ND ND ND ND ND

10.0Toluene (Methyl benzene) 1.0 ND ND ND ND ND

10.0o-Xylene 1.0 ND ND ND ND ND

20.0m,p-Xylenes 1.0 ND ND ND ND ND

Our Lab I.D. 84004.27 84004.28 84004.29 84004.30Method Blank Surrogates %Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec.

Bromofluorobenzene 75-125 86.5 88.5 86.7 88.2 79.7

Dibromofluoromethane 75-125 112 111 109 113 122

Toluene-d8 75-125 105 108 109 106 109

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

11Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (8260B), BTEX by GC/MS (SW846)

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/13/2016 08/13/2016 08/13/2016 08/13/2016 08/13/2016

Date Prepared 08/13/2016 08/13/2016 08/13/2016 08/13/2016 08/13/2016

SB-1-20 SB-1-25 SB-7-15SB-7-10SB-7-5Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.33 84004.34 84004.3584004.3284004.31

10.0Benzene 1.0 ND ND ND ND ND

10.0Ethylbenzene 1.0 ND ND ND ND ND

10.0Toluene (Methyl benzene) 1.0 ND ND ND ND ND

10.0o-Xylene 1.0 ND ND ND ND ND

20.0m,p-Xylenes 1.0 ND ND ND ND ND

Our Lab I.D. 84004.31 84004.32 84004.33 84004.34 84004.35 Surrogates %Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec.

Bromofluorobenzene 75-125 80.1 85.1 75.1 88.3 87.3

Dibromofluoromethane 75-125 109 110 120 114 109

Toluene-d8 75-125 106 110 108 108 107

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

12Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (8260B), BTEX by GC/MS (SW846)

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/2016

Dilution Factor 1 1 Units ug/Kg ug/Kg Matrix Soil Soil Date Analyzed 08/13/2016 08/13/2016

Date Prepared 08/13/2016 08/13/2016

SB-7-20 SB-7-25Client Sample I.D.

Analytes MDL Results ResultsPQL

Preparation Method 5030 5030

Our Lab I.D. 84004.3784004.36

10.0Benzene 1.0 ND ND

10.0Ethylbenzene 1.0 ND ND

10.0Toluene (Methyl benzene) 1.0 ND ND

10.0o-Xylene 1.0 ND ND

20.0m,p-Xylenes 1.0 ND ND

Our Lab I.D. 84004.36 84004.37 Surrogates %Rec.Limit % Rec. % Rec.

Bromofluorobenzene 75-125 81.4 75.8

Dibromofluoromethane 75-125 109 109

Toluene-d8 75-125 102 108

QC Batch No: 081116OB1

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

13Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015G), TPH as Gasoline and Light Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/11/2016 08/11/2016 08/11/2016 08/11/2016 08/11/2016

Date Prepared 08/11/2016 08/11/2016 08/11/2016 08/11/2016 08/11/2016

SB-6-5 SB-6-20SB-6-15SB-6-10Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.02 84004.03 84004.0484004.01Method Blank

1.000TPH as Gasoline and Light HC. (C4-C12) 0.100 ND ND ND ND ND

Our Lab I.D. 84004.01 84004.02 84004.03 84004.04Method Blank Surrogates %Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec.

Bromofluorobenzene 75-125 113 112 112 113 113

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

14Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015G), TPH as Gasoline and Light Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/11/2016 08/11/2016 08/11/2016 08/11/2016 08/11/2016

Date Prepared 08/11/2016 08/11/2016 08/11/2016 08/11/2016 08/11/2016

SB-6-25 SB-6-35 SB-5-10SB-5-5SB-6-41.5Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.07 84004.08 84004.0984004.0684004.05

1.000TPH as Gasoline and Light HC. (C4-C12) 0.100 ND ND ND ND ND

Our Lab I.D. 84004.05 84004.06 84004.07 84004.08 84004.09

Bromofluorobenzene 75-125 113 114 111 110 114

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

15Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015G), TPH as Gasoline and Light Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 Units mg/Kg mg/Kg mg/Kg mg/Kg Matrix Soil Soil Soil Soil Date Analyzed 08/11/2016 08/11/2016 08/11/2016 08/11/2016

Date Prepared 08/11/2016 08/11/2016 08/11/2016 08/11/2016

SB-5-15 SB-5-20 SB-4-5SB-5-25Client Sample I.D.

Analytes MDL Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030

Our Lab I.D. 84004.12 84004.1384004.1184004.10

1.000TPH as Gasoline and Light HC. (C4-C12) 0.100 ND ND ND ND

Our Lab I.D. 84004.10 84004.11 84004.12 84004.13 Surrogates %Rec.Limit % Rec. % Rec. % Rec. % Rec.

Bromofluorobenzene 75-125 111 113 113 114

QC Batch No: 081216OB1

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

16Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015G), TPH as Gasoline and Light Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

Date Prepared 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

SB-4-10 SB-4-25SB-4-20SB-4-15Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.15 84004.16 84004.1784004.14Method Blank

1.000TPH as Gasoline and Light HC. (C4-C12) 0.100 ND ND ND ND ND

Our Lab I.D. 84004.14 84004.15 84004.16 84004.17Method Blank

Bromofluorobenzene 75-125 112 114 112 113 116

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

17Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015G), TPH as Gasoline and Light Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

Date Prepared 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

SB-3-5 SB-3-10 SB-3-25SB-3-20SB-3-15Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.20 84004.21 84004.2284004.1984004.18

1.000TPH as Gasoline and Light HC. (C4-C12) 0.100 ND ND ND ND ND

Our Lab I.D. 84004.18 84004.19 84004.20 84004.21 84004.22

Bromofluorobenzene 75-125 114 113 113 110 111

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

18Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015G), TPH as Gasoline and Light Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 Units mg/Kg mg/Kg mg/Kg Matrix Soil Soil Soil Date Analyzed 08/12/2016 08/12/2016 08/12/2016

Date Prepared 08/12/2016 08/12/2016 08/12/2016

SB-2-5 SB-2-10 SB-2-15Client Sample I.D.

Analytes MDL Results Results ResultsPQL

Preparation Method 5030 5030 5030

Our Lab I.D. 84004.2584004.2484004.23

1.000TPH as Gasoline and Light HC. (C4-C12) 0.100 ND ND ND

Our Lab I.D. 84004.23 84004.24 84004.25 Surrogates %Rec.Limit % Rec. % Rec. % Rec.

Bromofluorobenzene 75-125 112 112 109

QC Batch No: 081216OB2

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

19Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015G), TPH as Gasoline and Light Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/13/2016 08/13/2016 08/13/2016 08/13/2016 08/13/2016

Date Prepared 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

SB-2-20 SB-1-10SB-1-5SB-2-25Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.27 84004.28 84004.2984004.26Method Blank

1.000TPH as Gasoline and Light HC. (C4-C12) 0.100 ND ND ND ND ND

Our Lab I.D. 84004.26 84004.27 84004.28 84004.29Method Blank

Bromofluorobenzene 75-125 113 111 110 111 110

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

20Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015G), TPH as Gasoline and Light Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/13/2016 08/13/2016 08/13/2016 08/13/2016 08/13/2016

Date Prepared 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

SB-1-15 SB-1-20 SB-7-10SB-7-5SB-1-25Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 5030 5030 5030 5030 5030

Our Lab I.D. 84004.32 84004.33 84004.3484004.3184004.30

1.000TPH as Gasoline and Light HC. (C4-C12) 0.100 4.34 ND ND ND ND

Our Lab I.D. 84004.30 84004.31 84004.32 84004.33 84004.34

Bromofluorobenzene 75-125 108 112 112 111 113

QC Batch No: 081516OB1

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

21Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015G), TPH as Gasoline and Light Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled

Dilution Factor 1 Units mg/Kg Matrix Soil Date Analyzed 08/15/2016

Date Prepared 08/15/2016

Client Sample I.D.

Analytes MDL ResultsPQL

Preparation Method 5030

Our Lab I.D. Method Blank

1.000TPH as Gasoline and Light HC. (C4-C12) 0.100 ND

Our Lab I.D. Method Blank Surrogates %Rec.Limit % Rec.

Bromofluorobenzene 75-125 114

QC Batch No: 081516OB1

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

22Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015G), TPH as Gasoline and Light Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/2016

Dilution Factor 5 Units mg/Kg Matrix Soil Date Analyzed 08/15/2016

Date Prepared 08/15/2016

SB-7-15Client Sample I.D.

Analytes MDL ResultsPQL

Preparation Method 5030

Our Lab I.D. 84004.35

5TPH as Gasoline and Light HC. (C4-C12) 0.500 5.72

Our Lab I.D. 84004.35

Bromofluorobenzene 75-125 109

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

23Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015G), TPH as Gasoline and Light Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/2016

Dilution Factor 1 1 Units mg/Kg mg/Kg Matrix Soil Soil Date Analyzed 08/13/2016 08/13/2016

Date Prepared 08/12/2016 08/12/2016

SB-7-20 SB-7-25Client Sample I.D.

Analytes MDL Results ResultsPQL

Preparation Method 5030 5030

Our Lab I.D. 84004.3784004.36

1.000TPH as Gasoline and Light HC. (C4-C12) 0.100 ND ND

Our Lab I.D. 84004.36 84004.37 Surrogates %Rec.Limit % Rec. % Rec.

Bromofluorobenzene 75-125 113 111

QC Batch No: 061216PB1

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental Services, Inc 1725 Victory Boulevard Glendale, CA 91201-

Project ID:

Project Name:

5137.1132 Preliminary Subsurface Invest.

24Page:

Ordered By

Attn: Mark Drollinger

Site

ANALYTICAL RESULTS

Telephone: (818)246-2707

Method: (M8015D), TPH as Diesel and Heavy Hydrocarbons Using GC/FID

2834 & 2908 North Naomi Street Burbank, CA 91504 • DOHS NO: 1541, LACSD NO: 10181 Tel: (888) 288-AETL • (818) 845-8200 • Fax: (818) 845-8840 • www.aetlab.com

American Environmental Testing Laboratory Inc.

Date Sampled 08/09/201608/09/201608/09/201608/09/2016

Dilution Factor 1 1 1 1 1 Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg Matrix Soil Soil Soil Soil Soil Date Analyzed 08/12/2016 08/12/2016 08/12/2016 08/12/2016 08/12/2016

Date Prepared 06/12/2016 06/12/2016 06/12/2016 06/12/2016 06/12/2016

SB-6-5 SB-6-20SB-6-15SB-6-10Client Sample I.D.

Analytes MDL Results Results Results Results ResultsPQL

Preparation Method 3550B 3550B 3550B 3550B 3550B

Our Lab I.D. 84004.02 84004.03 84004.0484004.01Method Blank

5.0TPH as Diesel (C13-C22) 1.0 ND ND ND ND ND

5.0TPH as Heavy Hydrocarbons (C23-C40) 1.0 ND ND ND ND ND

5.0TPH Total as Diesel and Heavy HC.C13-C40 1.0 ND ND ND ND ND

Our Lab I.D. 84004.01 84004.02 84004.03 84004.04Method Blank

Chlorobenzene 75-125 102 96.7 92.6 95.8 92.0

AETL Job Number Submitted Client

Bonsall Avenue Los Angeles, CA

Citadel Environmental…

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