work order number: 19-06-1935 › d2 › p9jcs4mgmr_xvocc2fv...work order number: 19-06-1935...

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WORK ORDER NUMBER: 19-06-1935 Analytical Report For Client: CENTEC Engineering Client Project Name: Tom's Truck Center 939 E. 3rd St, Santa Ana, CA Attention: Steve Collins 4299 MacArthur Blvd., Suite 107 Newport Beach, CA 92660-2019 Approved for release on by: Don Burley Project Manager AIR SOIL WATER MARINE CHEMISTRY Eurofins Calscience (Calscience) certifies that the test results provided in this report meet all NELAC Institute requirements for parameters for which accreditation is required or available. Any exceptions to NELAC Institute requirements are noted in the case narrative. The original report of subcontracted analyses, if any, is attached to this report. The results in this report are limited to the sample(s) tested and any reproduction thereof must be made in its entirety. The client or recipient of this report is specifically prohibited from making material changes to said report and, to the extent that such changes are made, Calscience is not responsible, legally or otherwise. The client or recipient agrees to indemnify Calscience for any defense to any litigation which may arise. 07/09/2019 Page 1 of 14

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Page 1: WORK ORDER NUMBER: 19-06-1935 › d2 › p9jcS4MGmR_XVOCc2FV...WORK ORDER NUMBER: 19-06-1935 Analytical Report For Client: CENTEC Engineering Client Project Name: Tom's Truck Center

WORK ORDER NUMBER: 19-06-1935

Analytical Report ForClient: CENTEC Engineering

Client Project Name: Tom's Truck Center 939 E. 3rd St, SantaAna, CA

Attention: Steve Collins4299 MacArthur Blvd., Suite 107Newport Beach, CA 92660-2019

Approved for release on by:Don BurleyProject Manager

AIR SOIL WATER MARINE CHEMISTRY

Eurofins Calscience (Calscience) certifies that the test results provided in this report meet all NELAC Institute requirements for parameters for which accreditation isrequired or available. Any exceptions to NELAC Institute requirements are noted in the case narrative. The original report of subcontracted analyses, if any, isattached to this report. The results in this report are limited to the sample(s) tested and any reproduction thereof must be made in its entirety. The client or recipientof this report is specifically prohibited from making material changes to said report and, to the extent that such changes are made, Calscience is not responsible,legally or otherwise. The client or recipient agrees to indemnify Calscience for any defense to any litigation which may arise.

07/09/2019

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Page 2: WORK ORDER NUMBER: 19-06-1935 › d2 › p9jcS4MGmR_XVOCc2FV...WORK ORDER NUMBER: 19-06-1935 Analytical Report For Client: CENTEC Engineering Client Project Name: Tom's Truck Center

Contents

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

Client Project Name: Tom's Truck Center 939 E. 3rd St, Santa Ana, CA

Work Order Number: 19-06-1935

1 Work Order Narrative. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

2 Sample Summary. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

3 Client Sample Data. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53.1 EPA 8260B Volatile Organics (Aqueous). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

4 Quality Control Sample Data. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94.1 LCS/LCSD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

5 Sample Analysis Summary. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

6 Glossary of Terms and Qualifiers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12

7 Chain-of-Custody/Sample Receipt Form. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

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Page 3: WORK ORDER NUMBER: 19-06-1935 › d2 › p9jcS4MGmR_XVOCc2FV...WORK ORDER NUMBER: 19-06-1935 Analytical Report For Client: CENTEC Engineering Client Project Name: Tom's Truck Center

Condition Upon Receipt: Samples were received under Chain-of-Custody (COC) on 06/28/19. They were assigned to Work Order 19-06-1935. Unless otherwise noted on the Sample Receiving forms all samples were received in good condition and within the

recommended EPA temperature criteria for the methods noted on the COC. The COC and Sample Receiving Documents are

integral elements of the analytical report and are presented at the back of the report. Holding Times: All samples were analyzed within prescribed holding times (HT) and/or in accordance with the Calscience Sample Acceptance

Policy unless otherwise noted in the analytical report and/or comprehensive case narrative, if required. Any parameter identified in 40CFR Part 136.3 Table II that is designated as "analyze immediately" with a holding time of <= 15

minutes (40CFR-136.3 Table II, footnote 4), is considered a "field" test and the reported results will be qualified as being

received outside of the stated holding time unless received at the laboratory within 15 minutes of the collection time. Quality Control: All quality control parameters (QC) were within established control limits except where noted in the QC summary forms or

described further within this report. Subcontractor Information: Unless otherwise noted below (or on the subcontract form), no samples were subcontracted. Additional Comments: Air - Sorbent-extracted air methods (EPA TO-4A, EPA TO-13A): Analytical results are converted from mass/sample basis to

mass/volume basis using client-supplied air volumes. Solid - Unless otherwise indicated, solid sample data is reported on a wet weight basis, not corrected for % moisture. All QC

results are always reported on a wet weight basis.

Work Order Narrative

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

Work Order: 19-06-1935 Page 1 of 1

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Page 4: WORK ORDER NUMBER: 19-06-1935 › d2 › p9jcS4MGmR_XVOCc2FV...WORK ORDER NUMBER: 19-06-1935 Analytical Report For Client: CENTEC Engineering Client Project Name: Tom's Truck Center

Sample Identification Lab Number Collection Date and Time Number ofContainers

Matrix

CEM-HP-3-W 19-06-1935-1 06/28/19 11:15 3 Aqueous

Sample Summary

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

Client: CENTEC Engineering

4299 MacArthur Blvd., Suite 107

Newport Beach, CA 92660-2019

Work Order: 19-06-1935

Project Name: Tom's Truck Center 939 E. 3rd St, Santa Ana,CA

PO Number:

Date/TimeReceived:

06/28/19 12:33

Number ofContainers:

3

Attn: Steve Collins

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Page 5: WORK ORDER NUMBER: 19-06-1935 › d2 › p9jcS4MGmR_XVOCc2FV...WORK ORDER NUMBER: 19-06-1935 Analytical Report For Client: CENTEC Engineering Client Project Name: Tom's Truck Center

Client Sample Number Lab SampleNumber

Date/TimeCollected

Matrix Instrument DatePrepared

Date/TimeAnalyzed

QC Batch ID

CEM-HP-3-W 19-06-1935-1-A 06/28/1911:15

Aqueous GC/MS V V 06/29/19 06/29/1917:02

190629L001

Comment(s): - Results were evaluated to the MDL (DL), concentrations >= to the MDL (DL) but < RL (LOQ), if found, are qualified with a "J" flag.

Parameter Result RL MDL DF Qualifiers

Acetone ND 20 10 1.00

Benzene ND 1.0 0.14 1.00

Bromobenzene ND 1.0 0.19 1.00

Bromochloromethane ND 2.0 0.46 1.00

Bromodichloromethane ND 1.0 0.23 1.00

Bromoform ND 5.0 1.8 1.00

Bromomethane ND 50 19 1.00

2-Butanone ND 20 6.6 1.00

n-Butylbenzene ND 1.0 0.30 1.00

sec-Butylbenzene ND 1.0 0.19 1.00

tert-Butylbenzene ND 1.0 0.25 1.00

Carbon Disulfide ND 10 0.70 1.00

Carbon Tetrachloride ND 0.50 0.23 1.00

Chlorobenzene ND 1.0 0.16 1.00

Chloroethane ND 5.0 0.76 1.00

Chloroform ND 1.0 0.18 1.00

Chloromethane ND 10 0.50 1.00

2-Chlorotoluene ND 1.0 0.16 1.00

4-Chlorotoluene ND 1.0 0.18 1.00

Dibromochloromethane ND 2.0 0.46 1.00

1,2-Dibromo-3-Chloropropane ND 10 2.1 1.00

1,2-Dibromoethane ND 1.0 0.27 1.00

Dibromomethane ND 1.0 0.30 1.00

1,2-Dichlorobenzene ND 1.0 0.14 1.00

1,3-Dichlorobenzene ND 1.0 0.19 1.00

1,4-Dichlorobenzene ND 1.0 0.24 1.00

Dichlorodifluoromethane ND 5.0 0.28 1.00

1,1-Dichloroethane ND 1.0 0.28 1.00

1,2-Dichloroethane ND 0.50 0.19 1.00

1,1-Dichloroethene ND 1.0 0.22 1.00

c-1,2-Dichloroethene ND 1.0 0.27 1.00

t-1,2-Dichloroethene ND 1.0 0.40 1.00

1,2-Dichloropropane ND 1.0 0.20 1.00

1,3-Dichloropropane ND 1.0 0.14 1.00

Analytical Report

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

CENTEC Engineering

4299 MacArthur Blvd., Suite 107

Newport Beach, CA 92660-2019

Date Received: 06/28/19

Work Order: 19-06-1935

Preparation: EPA 5030C

Method: EPA 8260B

Units: ug/L

Project: Tom's Truck Center 939 E. 3rd St, Santa Ana, CA Page 1 of 4

RL: Reporting Limit. DF: Dilution Factor. MDL: Method Detection Limit.

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Page 6: WORK ORDER NUMBER: 19-06-1935 › d2 › p9jcS4MGmR_XVOCc2FV...WORK ORDER NUMBER: 19-06-1935 Analytical Report For Client: CENTEC Engineering Client Project Name: Tom's Truck Center

Parameter Result RL MDL DF Qualifiers

2,2-Dichloropropane ND 1.0 0.44 1.00

1,1-Dichloropropene ND 1.0 0.17 1.00

c-1,3-Dichloropropene ND 0.50 0.20 1.00

t-1,3-Dichloropropene ND 0.50 0.23 1.00

Ethylbenzene ND 1.0 0.14 1.00

2-Hexanone ND 10 5.3 1.00

Isopropylbenzene ND 1.0 0.16 1.00

p-Isopropyltoluene ND 1.0 0.22 1.00

Methylene Chloride ND 10 4.0 1.00

4-Methyl-2-Pentanone ND 10 0.46 1.00

Naphthalene ND 10 5.1 1.00

n-Propylbenzene ND 1.0 0.18 1.00

Styrene ND 1.0 0.15 1.00

1,1,1,2-Tetrachloroethane ND 2.0 0.43 1.00

1,1,2,2-Tetrachloroethane ND 10 0.17 1.00

Tetrachloroethene ND 1.0 0.24 1.00

Toluene ND 1.0 0.13 1.00

1,2,3-Trichlorobenzene ND 1.0 0.28 1.00

1,2,4-Trichlorobenzene ND 1.0 0.34 1.00

1,1,1-Trichloroethane ND 1.0 0.31 1.00

1,1,2-Trichloro-1,2,2-Trifluoroethane ND 10 0.62 1.00

1,1,2-Trichloroethane ND 1.0 0.22 1.00

Trichloroethene ND 1.0 0.24 1.00

Trichlorofluoromethane ND 10 0.28 1.00

1,2,3-Trichloropropane ND 5.0 0.22 1.00

1,2,4-Trimethylbenzene ND 1.0 0.21 1.00

1,3,5-Trimethylbenzene ND 1.0 0.17 1.00

Vinyl Acetate ND 10 2.9 1.00

Vinyl Chloride ND 0.50 0.16 1.00

p/m-Xylene ND 2.0 0.31 1.00

o-Xylene ND 1.0 0.15 1.00

Methyl-t-Butyl Ether (MTBE) ND 1.0 0.16 1.00

Surrogate Rec. (%) Control Limits Qualifiers

1,4-Bromofluorobenzene 93 77-120

Dibromofluoromethane 105 80-128

1,2-Dichloroethane-d4 105 80-129

Toluene-d8 105 80-120

Analytical Report

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

CENTEC Engineering

4299 MacArthur Blvd., Suite 107

Newport Beach, CA 92660-2019

Date Received: 06/28/19

Work Order: 19-06-1935

Preparation: EPA 5030C

Method: EPA 8260B

Units: ug/L

Project: Tom's Truck Center 939 E. 3rd St, Santa Ana, CA Page 2 of 4

RL: Reporting Limit. DF: Dilution Factor. MDL: Method Detection Limit.

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Page 7: WORK ORDER NUMBER: 19-06-1935 › d2 › p9jcS4MGmR_XVOCc2FV...WORK ORDER NUMBER: 19-06-1935 Analytical Report For Client: CENTEC Engineering Client Project Name: Tom's Truck Center

Client Sample Number Lab SampleNumber

Date/TimeCollected

Matrix Instrument DatePrepared

Date/TimeAnalyzed

QC Batch ID

Method Blank 099-14-001-29159 N/A Aqueous GC/MS V V 06/29/19 06/29/1913:07

190629L001

Comment(s): - Results were evaluated to the MDL (DL), concentrations >= to the MDL (DL) but < RL (LOQ), if found, are qualified with a "J" flag.

Parameter Result RL MDL DF Qualifiers

Acetone ND 20 10 1.00

Benzene ND 1.0 0.14 1.00

Bromobenzene ND 1.0 0.19 1.00

Bromochloromethane ND 2.0 0.46 1.00

Bromodichloromethane ND 1.0 0.23 1.00

Bromoform ND 5.0 1.8 1.00

Bromomethane ND 50 19 1.00

2-Butanone ND 20 6.6 1.00

n-Butylbenzene ND 1.0 0.30 1.00

sec-Butylbenzene ND 1.0 0.19 1.00

tert-Butylbenzene ND 1.0 0.25 1.00

Carbon Disulfide ND 10 0.70 1.00

Carbon Tetrachloride ND 0.50 0.23 1.00

Chlorobenzene ND 1.0 0.16 1.00

Chloroethane ND 5.0 0.76 1.00

Chloroform ND 1.0 0.18 1.00

Chloromethane ND 10 0.50 1.00

2-Chlorotoluene ND 1.0 0.16 1.00

4-Chlorotoluene ND 1.0 0.18 1.00

Dibromochloromethane ND 2.0 0.46 1.00

1,2-Dibromo-3-Chloropropane ND 10 2.1 1.00

1,2-Dibromoethane ND 1.0 0.27 1.00

Dibromomethane ND 1.0 0.30 1.00

1,2-Dichlorobenzene ND 1.0 0.14 1.00

1,3-Dichlorobenzene ND 1.0 0.19 1.00

1,4-Dichlorobenzene ND 1.0 0.24 1.00

Dichlorodifluoromethane ND 5.0 0.28 1.00

1,1-Dichloroethane ND 1.0 0.28 1.00

1,2-Dichloroethane ND 0.50 0.19 1.00

1,1-Dichloroethene ND 1.0 0.22 1.00

c-1,2-Dichloroethene ND 1.0 0.27 1.00

t-1,2-Dichloroethene ND 1.0 0.40 1.00

1,2-Dichloropropane ND 1.0 0.20 1.00

1,3-Dichloropropane ND 1.0 0.14 1.00

Analytical Report

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

CENTEC Engineering

4299 MacArthur Blvd., Suite 107

Newport Beach, CA 92660-2019

Date Received: 06/28/19

Work Order: 19-06-1935

Preparation: EPA 5030C

Method: EPA 8260B

Units: ug/L

Project: Tom's Truck Center 939 E. 3rd St, Santa Ana, CA Page 3 of 4

RL: Reporting Limit. DF: Dilution Factor. MDL: Method Detection Limit.

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Page 8: WORK ORDER NUMBER: 19-06-1935 › d2 › p9jcS4MGmR_XVOCc2FV...WORK ORDER NUMBER: 19-06-1935 Analytical Report For Client: CENTEC Engineering Client Project Name: Tom's Truck Center

Parameter Result RL MDL DF Qualifiers

2,2-Dichloropropane ND 1.0 0.44 1.00

1,1-Dichloropropene ND 1.0 0.17 1.00

c-1,3-Dichloropropene ND 0.50 0.20 1.00

t-1,3-Dichloropropene ND 0.50 0.23 1.00

Ethylbenzene ND 1.0 0.14 1.00

2-Hexanone ND 10 5.3 1.00

Isopropylbenzene ND 1.0 0.16 1.00

p-Isopropyltoluene ND 1.0 0.22 1.00

Methylene Chloride ND 10 4.0 1.00

4-Methyl-2-Pentanone ND 10 0.46 1.00

Naphthalene ND 10 5.1 1.00

n-Propylbenzene ND 1.0 0.18 1.00

Styrene ND 1.0 0.15 1.00

1,1,1,2-Tetrachloroethane ND 2.0 0.43 1.00

1,1,2,2-Tetrachloroethane ND 10 0.17 1.00

Tetrachloroethene ND 1.0 0.24 1.00

Toluene ND 1.0 0.13 1.00

1,2,3-Trichlorobenzene ND 1.0 0.28 1.00

1,2,4-Trichlorobenzene ND 1.0 0.34 1.00

1,1,1-Trichloroethane ND 1.0 0.31 1.00

1,1,2-Trichloro-1,2,2-Trifluoroethane ND 10 0.62 1.00

1,1,2-Trichloroethane ND 1.0 0.22 1.00

Trichloroethene ND 1.0 0.24 1.00

Trichlorofluoromethane ND 10 0.28 1.00

1,2,3-Trichloropropane ND 5.0 0.22 1.00

1,2,4-Trimethylbenzene ND 1.0 0.21 1.00

1,3,5-Trimethylbenzene ND 1.0 0.17 1.00

Vinyl Acetate ND 10 2.9 1.00

Vinyl Chloride ND 0.50 0.16 1.00

p/m-Xylene ND 2.0 0.31 1.00

o-Xylene ND 1.0 0.15 1.00

Methyl-t-Butyl Ether (MTBE) ND 1.0 0.16 1.00

Surrogate Rec. (%) Control Limits Qualifiers

1,4-Bromofluorobenzene 96 77-120

Dibromofluoromethane 102 80-128

1,2-Dichloroethane-d4 105 80-129

Toluene-d8 104 80-120

Analytical Report

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

CENTEC Engineering

4299 MacArthur Blvd., Suite 107

Newport Beach, CA 92660-2019

Date Received: 06/28/19

Work Order: 19-06-1935

Preparation: EPA 5030C

Method: EPA 8260B

Units: ug/L

Project: Tom's Truck Center 939 E. 3rd St, Santa Ana, CA Page 4 of 4

RL: Reporting Limit. DF: Dilution Factor. MDL: Method Detection Limit.

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Page 9: WORK ORDER NUMBER: 19-06-1935 › d2 › p9jcS4MGmR_XVOCc2FV...WORK ORDER NUMBER: 19-06-1935 Analytical Report For Client: CENTEC Engineering Client Project Name: Tom's Truck Center

Quality Control Sample ID Type Matrix Instrument Date Prepared Date Analyzed LCS/LCSD Batch Number

099-14-001-29159 LCS Aqueous GC/MS V V 06/29/19 06/29/19 11:09 190629L001

099-14-001-29159 LCSD Aqueous GC/MS V V 06/29/19 06/29/19 11:39 190629L001

Parameter SpikeAdded

LCS Conc. LCS%Rec.

LCSDConc.

LCSD%Rec.

%Rec. CL ME CL RPD RPD CL Qualifiers

Acetone 50.00 46.58 93 48.69 97 53-137 39-151 4 0-21

Benzene 50.00 46.56 93 47.92 96 79-121 72-128 3 0-20

Bromobenzene 50.00 44.29 89 45.09 90 80-120 73-127 2 0-20

Bromochloromethane 50.00 45.91 92 48.47 97 80-122 73-129 5 0-20

Bromodichloromethane 50.00 50.27 101 50.91 102 80-124 73-131 1 0-20

Bromoform 50.00 52.36 105 53.06 106 73-127 64-136 1 0-20

Bromomethane 50.00 38.48 77 39.86 80 50-150 33-167 4 0-26

2-Butanone 50.00 52.36 105 53.61 107 60-126 49-137 2 0-20

n-Butylbenzene 50.00 50.38 101 52.18 104 72-138 61-149 4 0-20

sec-Butylbenzene 50.00 50.24 100 52.13 104 77-131 68-140 4 0-20

tert-Butylbenzene 50.00 51.08 102 51.31 103 80-125 72-132 0 0-20

Carbon Disulfide 50.00 42.65 85 44.67 89 50-150 33-167 5 0-22

Carbon Tetrachloride 50.00 53.27 107 55.64 111 65-143 52-156 4 0-20

Chlorobenzene 50.00 46.90 94 47.43 95 80-120 73-127 1 0-20

Chloroethane 50.00 46.26 93 48.23 96 62-128 51-139 4 0-20

Chloroform 50.00 49.09 98 50.86 102 80-120 73-127 4 0-20

Chloromethane 50.00 49.72 99 51.04 102 43-133 28-148 3 0-20

2-Chlorotoluene 50.00 45.65 91 46.65 93 80-121 73-128 2 0-20

4-Chlorotoluene 50.00 48.32 97 48.99 98 80-120 73-127 1 0-20

Dibromochloromethane 50.00 48.83 98 49.26 99 80-123 73-130 1 0-20

1,2-Dibromo-3-Chloropropane 50.00 56.92 114 56.96 114 66-126 56-136 0 0-20

1,2-Dibromoethane 50.00 46.25 93 47.78 96 80-120 73-127 3 0-20

Dibromomethane 50.00 49.20 98 50.54 101 80-120 73-127 3 0-20

1,2-Dichlorobenzene 50.00 48.01 96 49.19 98 80-120 73-127 2 0-20

1,3-Dichlorobenzene 50.00 46.73 93 47.80 96 80-120 73-127 2 0-20

1,4-Dichlorobenzene 50.00 45.64 91 47.43 95 80-120 73-127 4 0-20

Dichlorodifluoromethane 50.00 50.52 101 53.20 106 50-150 33-167 5 0-30

1,1-Dichloroethane 50.00 44.47 89 46.54 93 72-126 63-135 5 0-20

1,2-Dichloroethane 50.00 46.85 94 47.75 96 76-120 69-127 2 0-20

1,1-Dichloroethene 50.00 45.19 90 46.79 94 66-132 55-143 3 0-20

c-1,2-Dichloroethene 50.00 48.09 96 49.13 98 78-120 71-127 2 0-20

t-1,2-Dichloroethene 50.00 45.68 91 48.73 97 66-132 55-143 6 0-20

1,2-Dichloropropane 50.00 51.60 103 51.95 104 80-120 73-127 1 0-20

1,3-Dichloropropane 50.00 46.29 93 47.69 95 80-120 73-127 3 0-20

2,2-Dichloropropane 50.00 49.96 100 50.85 102 50-150 33-167 2 0-20

1,1-Dichloropropene 50.00 48.32 97 50.85 102 75-123 67-131 5 0-20

Quality Control - LCS/LCSD

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

CENTEC Engineering

4299 MacArthur Blvd., Suite 107

Newport Beach, CA 92660-2019

Date Received: 06/28/19

Work Order: 19-06-1935

Preparation: EPA 5030C

Method: EPA 8260B

Project: Tom's Truck Center 939 E. 3rd St, Santa Ana, CA Page 1 of 2

RPD: Relative Percent Difference. CL: Control Limits

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Page 10: WORK ORDER NUMBER: 19-06-1935 › d2 › p9jcS4MGmR_XVOCc2FV...WORK ORDER NUMBER: 19-06-1935 Analytical Report For Client: CENTEC Engineering Client Project Name: Tom's Truck Center

Total number of LCS compounds: 66

Total number of ME compounds: 0

Total number of ME compounds allowed: 3

LCS ME CL validation result: Pass

Parameter SpikeAdded

LCS Conc. LCS%Rec.

LCSDConc.

LCSD%Rec.

%Rec. CL ME CL RPD RPD CL Qualifiers

c-1,3-Dichloropropene 50.00 49.53 99 49.97 100 77-131 68-140 1 0-20

t-1,3-Dichloropropene 50.00 47.32 95 47.81 96 76-136 66-146 1 0-20

Ethylbenzene 50.00 45.85 92 47.06 94 80-120 73-127 3 0-20

2-Hexanone 50.00 48.33 97 49.04 98 63-123 53-133 1 0-20

Isopropylbenzene 50.00 46.94 94 48.16 96 80-128 72-136 3 0-20

p-Isopropyltoluene 50.00 48.51 97 50.53 101 73-133 63-143 4 0-20

Methylene Chloride 50.00 47.98 96 49.46 99 61-133 49-145 3 0-27

4-Methyl-2-Pentanone 50.00 49.90 100 51.42 103 65-125 55-135 3 0-20

Naphthalene 50.00 51.06 102 53.45 107 69-129 59-139 5 0-20

n-Propylbenzene 50.00 46.87 94 47.47 95 80-128 72-136 1 0-20

Styrene 50.00 45.77 92 47.05 94 80-126 72-134 3 0-20

1,1,1,2-Tetrachloroethane 50.00 50.74 101 52.26 105 80-129 72-137 3 0-20

1,1,2,2-Tetrachloroethane 50.00 50.34 101 50.67 101 74-122 66-130 1 0-20

Tetrachloroethene 50.00 43.09 86 45.39 91 55-139 41-153 5 0-23

Toluene 50.00 48.69 97 50.18 100 80-120 73-127 3 0-20

1,2,3-Trichlorobenzene 50.00 49.85 100 51.84 104 72-132 62-142 4 0-20

1,2,4-Trichlorobenzene 50.00 50.29 101 52.13 104 74-134 64-144 4 0-20

1,1,1-Trichloroethane 50.00 49.06 98 50.88 102 76-124 68-132 4 0-20

1,1,2-Trichloro-1,2,2-Trifluoroethane

50.00 42.52 85 44.25 88 54-150 38-166 4 0-30

1,1,2-Trichloroethane 50.00 48.02 96 49.22 98 80-120 73-127 2 0-20

Trichloroethene 50.00 47.99 96 49.00 98 79-121 72-128 2 0-20

Trichlorofluoromethane 50.00 55.23 110 57.76 116 72-132 62-142 4 0-20

1,2,3-Trichloropropane 50.00 48.39 97 48.52 97 75-123 67-131 0 0-20

1,2,4-Trimethylbenzene 50.00 48.00 96 49.25 98 74-128 65-137 3 0-20

1,3,5-Trimethylbenzene 50.00 44.82 90 45.81 92 77-131 68-140 2 0-20

Vinyl Acetate 50.00 52.24 104 54.50 109 50-150 33-167 4 0-20

Vinyl Chloride 50.00 46.46 93 49.07 98 63-129 52-140 5 0-20

p/m-Xylene 100.0 90.88 91 92.24 92 80-122 73-129 1 0-20

o-Xylene 50.00 46.49 93 47.62 95 80-128 72-136 2 0-20

Methyl-t-Butyl Ether (MTBE) 50.00 42.02 84 43.73 87 69-123 60-132 4 0-20

Quality Control - LCS/LCSD

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

CENTEC Engineering

4299 MacArthur Blvd., Suite 107

Newport Beach, CA 92660-2019

Date Received: 06/28/19

Work Order: 19-06-1935

Preparation: EPA 5030C

Method: EPA 8260B

Project: Tom's Truck Center 939 E. 3rd St, Santa Ana, CA Page 2 of 2

RPD: Relative Percent Difference. CL: Control Limits

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Method Extraction Chemist ID Instrument Analytical Location

EPA 8260B EPA 5030C 1178 GC/MS V V 2

Sample Analysis Summary Report

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

Work Order: 19-06-1935 Page 1 of 1

Location 2: 7445 Lampson Avenue, Garden Grove, CA 92841

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Qualifiers Definition

* See applicable analysis comment.

< Less than the indicated value.

> Greater than the indicated value.

1 Surrogate compound recovery was out of control due to a required sample dilution. Therefore, the sample data was reported without furtherclarification.

2 Surrogate compound recovery was out of control due to matrix interference. The associated method blank surrogate spike compound wasin control and, therefore, the sample data was reported without further clarification.

3 Recovery of the Matrix Spike (MS) or Matrix Spike Duplicate (MSD) compound was out of control due to suspected matrix interference. Theassociated LCS recovery was in control.

4 The MS/MSD RPD was out of control due to suspected matrix interference.

5 The PDS/PDSD or PES/PESD associated with this batch of samples was out of control due to suspected matrix interference.

6 Surrogate recovery below the acceptance limit.

7 Surrogate recovery above the acceptance limit.

B Analyte was present in the associated method blank.

BU Sample analyzed after holding time expired.

BV Sample received after holding time expired.

CI See case narrative.

E Concentration exceeds the calibration range.

ET Sample was extracted past end of recommended max. holding time.

HD The chromatographic pattern was inconsistent with the profile of the reference fuel standard.

HDH The sample chromatographic pattern for TPH matches the chromatographic pattern of the specified standard but heavier hydrocarbonswere also present (or detected).

HDL The sample chromatographic pattern for TPH matches the chromatographic pattern of the specified standard but lighter hydrocarbons werealso present (or detected).

J Analyte was detected at a concentration below the reporting limit and above the laboratory method detection limit. Reported value isestimated.

JA Analyte positively identified but quantitation is an estimate.

ME LCS Recovery Percentage is within Marginal Exceedance (ME) Control Limit range (+/- 4 SD from the mean).

ND Parameter not detected at the indicated reporting limit.

Q Spike recovery and RPD control limits do not apply resulting from the parameter concentration in the sample exceeding the spikeconcentration by a factor of four or greater.

SG The sample extract was subjected to Silica Gel treatment prior to analysis.

X % Recovery and/or RPD out-of-range.

Z Analyte presence was not confirmed by second column or GC/MS analysis.

Solid - Unless otherwise indicated, solid sample data is reported on a wet weight basis, not corrected for % moisture. All QC results arereported on a wet weight basis.

Any parameter identified in 40CFR Part 136.3 Table II that is designated as "analyze immediately" with a holding time of <= 15 minutes(40CFR-136.3 Table II, footnote 4), is considered a "field" test and the reported results will be qualified as being received outside of thestated holding time unless received at the laboratory within 15 minutes of the collection time.

A calculated total result (Example: Total Pesticides) is the summation of each component concentration and/or, if "J" flags are reported,estimated concentration. Component concentrations showing not detected (ND) are summed into the calculated total result as zeroconcentrations.

Glossary of Terms and Qualifiers

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

Work Order: 19-06-1935 Page 1 of 1

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